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RC-17-1565;,"^^nw'",i'!^"....,-- Certificate of Completion Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department Description: ADDITION AND REMODEL KITCHEN, BATHS AND FLOORING. Permit Type Building (Residential) Bldg. Permit No. RC-6-17-1565 Owner ALAIN & CARLY GONZALEZ Contractor SLUYTER CONSTRUCTION Subdivision/Project Date Issued 02/11/2019 Construction Type V-B Occupancy Single Family Type Square Footage 3,000.00 Flood Zone AE-9 Location If the building is located in a special flood hazard area documentation of the as -built lowest floor 1569 NE 104 ST elevation or lowest horizontal structural member has been provided and is retained in the records of I Miami Shores, FL Miami Shores Village. This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the `SNORES time of issuance this structure was in compliance with the va ious ordinances of the jurisdiction ANC 19.i1 vi f regulating building construction or use. ' ... Building Officials Approval Not Transferable POST IN A CONSPICUOUS PLACE Ismael Naranjo, CBO � ; '*i A+. X— INSPECTION RECORD na T r — f--j v,X,. C-,/ Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Perin i ivo. IC5-1 -1 56� Permit Type: Work Classification: Addition/Alteration Issue Date: 7/21/2017 1Expires: 01117/2018 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction Parcel #:1122320320160 Owner's Name: ALAIN & CARLY GONZALEZ Owner's Phone: Job Address: Bond Number: 3461 Total Square Feet: 3000 Total Job Valuation: $ 150,000.00 WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:00PW SATURDAY 8:OOAM - 6:00PM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. M Q --- r lJ 1 Vrof 't/( . All eryf- AVOr kt-ak6t"� /0�, T t �0 1 �y✓ �I!►�`�' 3 tom^' � �✓d►e" � e r - v- NO !NSTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN A VED. PLAN'9 Y AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER HE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORD OIL RECORDING YOUR NOTICE OF COMMENCEMENT. ,,, i �f �/ i r, r s INSPECTION RECORD f �dd�—��^'� i STRUCTURAL INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing Insulation Ceiling Grid + Drywall Firewall j Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof 1, Shutters Attachment Final Shutters `, Rails and Guardrails 'ADA compliance DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS Y WINDOWS: DOORS INSPECTION DATE INSP Attachment INSPECTION WORKSPUBLIC DATE INSP Excavation ELECTRICAL INSPECTION INSP Temporary Pole 30 Day Temp or tDA7TE Pool Bonding Pool Deck Bonding Pool Wet Ni Undergroun Footer Grou Slab Wall Rough Ceiling Rough Rough Telephone Rough ,Ah / 3p Telephone Final 2f b t TV Rough t {s' TV Final t Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With r,5 ELECTRICAL C M ENTS INSPECTION DATE INSP Final Sprinkler Final Alarm INSPECTION Rough Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well 1 Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final DATE I INSP PLUMBING COMMENTS 77 Y r� } INSPECTION I DATE I INSP Underground Pipe Ro Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum MECHANICAL C19MIMENTS /I/ jr /MORES .. 'Vol to FCORl Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores FL 33138 Permit tj . S- 1-15-3529 Type: Driveways/Sidewalks/Slabs Workci'ass: Addition/Alteration Permit Status: Approved Issue Date: 12/13/2018 Expires: 06/11 /2019 INSPECTION REQUESTS: (305)762-4949 or log on at https://bldg.msvtl.gov/energov_prod/selfservice Requests must be received by 3:30pm WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - TOOPM SATURDAY 8:00AM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY . NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED . PLANS ARE READILY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION . Owner's Name: ALAIN & CARLY GONZALEZ POST ON SITE 1122320320160 Owner's Phone: (786)277-9756 Job Address: 1569 NE 104TH ST Total Square Feet: 600 Miami Shores, FL 33138 total Job Valuation: $ 4,500.00 Contractor(s) Phone Address M.A.M BUILDERS (305)527-1089 10667 h,1 AVE, MIAMI SHORES, FL 33138 �. r. Description: DRIVEWAY RECTAN £" DEPTk(QNREAD A DRIVEWAY WITH # 3 REBAR WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU = INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDIN(, YOUR NOTICE OF "COMMENCEMENT. Page 1 of 1 INSPECTION RECORD INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing �Bucks .; Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS ��40 � wJA . WINDOWSDOORS INSPECTION I DATE 11 INSP Attachment WORKSFINAL PUBLIC INSPECTION DATE INSP Excavation ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With ELECTRICAL COMMENTS INSPECTION DATE INSP Final Sprinkler Final Alarm PLUMBING INSPECTION DATE INSP Rough Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final PLUMBING COMMENTS MECHANICAL INSPECTION DATE INSP Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum MECHANICAL COMMENTS Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756 8972 POST ON SITE Permit NO. RI -7-1 V-1996 Permit Type: Roof Work Classification: Metal Issue Date: 8/2/2018 Expires: 0 t/ 29/ 201 9 INSPECTION REQUESTS: (305)762-4949 REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Roof Parcel #:1122320320160 Owner's Name:ALAIN & CARLY GONZALEZ Job Address: Bond Number: Pho ISAACS ROOFING & INSULATION C Owner's Phone: Total Square Feet: 4500 Total Job Valuation: $ 15,000.00 ,.. .....! 5 !%.',. Jlyi2tti ,✓!', t'!!/`�//.2//.wl'! �/{/Yleiff . ,"„ IS ALLOWED MONDAY THROUGH SATURDAY, - 6:OOPM. NO WORK IS ALLOWED ON ,Y OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY ION THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. COLOR THROUGH CONCRETE TILE OR SOLID CLAY TILE REQUIRED. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE. FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED l-O ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance DOCUMENTS' '" f Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS WINDOWS :.DOORS INSPECTION I DATE INSP Attachment WORKSPUBLIC CTION DATE INSP F vation FINAL ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With ELECTRICAL COMMENTS INSPECTION DATE INSP Final Sprinkler FinFal Alarm PLUMBING INSPECTION DATE INSP Rough Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final PLUMBING COMMENTS MECHANICAL INSPECTION DATE INSP Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum MECHANICAL COMMENTS �iCh -Is �s Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 VVV Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-001537-2018 Permit Number: PL-2-18-477 Scheduled Inspection Date: November 13, 2018 Inspector: Massanet, Maykel Owner: ALAIN & CARLY GONZALEZ Address: 1669 NE 104 ST Miami Shores, FL Project: Contractor: SUBURBAN PROPANE LP ALEX I BRITO Building Department Comments SET ONE 250 GALLONS LP GAS TANK (UNDERGROUND GAS LINE BY OTHERS) Checklist Item Passed Comments General Comments False Permit Type: Plumbing - Residential Inspection Type: Plumbing Final Work Classification: Gas Phone Number: 7862779756. Parcel Number: 1122320320160 Phone Number: 3056354427 .Inspector Comments Passed Failed Correction Needed Re -Inspection a Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 09, 2018 For Inspections please call: 305-762-4949 Page 22 of 26 SUBURBAN PROPANE CONFIRMATION OF DROP TEST Date 10/25/18 Permit Number PL-3-18-824 Address 1569 NE 104 ST Miami Shores FL 33138 EQUIPMENT USED: X MANOMETER TIME: START 4:33 PM FINISH 4:36 PM WC: 9.2" 9.2" I Dmita pressman as a Suburban Propane CSC Service Manger for the Miami Division have verified that Segundo Gonzalez, a qualified Suburban Propane Service Technician, has completed and documented the above mentioned drop test in accordance with NFPA 54 and Florida Building Code (Fuel Gas). STATE OF FLORIDA, COUNTY OF MIAMI-DADE Si star !21/�r j��ss vet ct ✓1 Print Name Sworn to and subscribed before me this 5 da of 41% 0 N=ry PublicE21� d Florida Signature of Notary Public_ State of Flo 'Maria E:. Bre Seal: My cor wk6i,zeoss sOF Espirea o7/27 Personally knpwn OR, Produced Identific tion cation produced SUBURBAN PROPANE 3800 NW59TH STREET, MIAMI, FL. 33142 (305) 635-4427 (� ©ry 2-t �L S r Nc�= k67 IZ- r i :� R&<o- 1?-- I.S�"6 South Florida Spray Foam, LLC 407 Commerce Way 4B Jupiter, FL 33458 To Whom It May Concern: This letter is to confirm that the wall sprayed with spray foam at 1569 NE 1041h ST Miami Shores, FL 33138 was applied with an average of 5 inches of BASF Enertite NM and amounts to an R-value of R-19. Roofline was sprayed with and average thickness of 9.5 inches of BASF Enertite NM with an R-value of R-35. Please refer to Table 1- Thermal Resistance on page 4 of ICC report for confirmation. Sincerely, Darrick Gjertsen Managing Member i� ost Wi e y Ac to d r s e - , VALUATION crwlrr ICC-ES =1,a tatlion a or EQSR- 1 !• ICC-ES I (800) 423-6587111(562) 699-0 43 I w .icc-es.org 9 0l r."s report is subbed to enewat OK/20ig DIVISION:07 00 1 1 I MOISTURE PROTECTION SECTION:07 21 11INSULATION REPORT HOLDER: BASF CORPORATION 1703 CROSSPOINT AVENUE HOUSTON, TEXAS 77054 EVALUATION SUBJECT: ENERTITE® NM AND ENERTITE® IB-418 OPEN -CELL SPRAY POLYURETHANE FOAM INSULATIONS r r` ICC ICC ICC PMG CC"— ISTED Look for the trusted marks of Conformity! ADD "2014 Recipient of Prestigious Western States Seismic Policy Council DOD (WSSPQ Award in Excellence" A Subsidiary of CC.E CC-11:r ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not s" B,,S specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a 1, recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as GOAEC 17085 to any finding or other matter in this report, or as to any product covered by the report. Product a f � BWy .«'w ooN Copyright ® 2017 ICC Evaluation Service, LLC. All rights reserved. ICC-ES Evaluation Report ESR-3102 www.icc-es.orcl 1 (800) 423-6587 1 (562) 699-0543 DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 21 00—Thermal Insulation REPORT HOLDER: BASF CORPORATION 1703 CROSSPOINT AVENUE HOUSTON, TEXAS 77054 (713)383-4554 www.spf.basf.com EVALUATION SUBJECT: ENERTITE® NM AND ENERTITE® IB-418 OPEN -CELL SPRAY POLYURETHANE FOAM INSULATIONS 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2015, 2012 and 2009 International Building Code® (IBC) ■ 2015, 2012 and 2009 International Residential Code® (IRC) ■ 2015, 2012 and 2009 International Energy Conservation Code® (IECC) ■ Other Codes (see Section 8.0) Properties evaluated: ■ Surface -burning characteristics ■ Physical properties ■ Thermal resistance (R-values) ■ Attic and crawl space installation ■ Exterior walls of Types 1 through IV construction ■ Air permeability 2.0 USES 2.1 ENERTITE® NM: ENERTITE® NM is a spray -applied foam plastic insulation used as a nonstructural thermal insulating material in buildings of Type V construction under the IBC and dwellings under the IRC. The insulation may also be used on exterior walls of buildings of Types I, II, III and IV construction when installed in accordance with Section 4.5 Under the IRC and 2015 IBC, the insulation may be used as air -impermeable insulation when installed in accordance Reissued September 2017 Revised October 2017 This report is subject to renewal August 2018. A Subsidiary of the International Code Council® with Section 3.4. The insulation is for use in wall cavities and floor/ceiling assemblies, and in attic and crawl space installations as described in Section 4.4. 2.2 ENERTITE® IB-418: ENERTITE® IB-418 is a spray -applied foam plastic insulation used as a nonstructural thermal insulating material in buildings of Type V construction under the IBC and dwellings under the IRC. The insulation may also be used on exterior walls of buildings of Types I, II, 111 and IV construction when installed in accordance with Section 4.5. Under the IRC and 2015 IBC, the insulation may be used as air -impermeable insulation when installed in accordance with Section 3.4. The insulation is for use in wall cavities and floor/ceiling assemblies, and in attic and crawl space installations as described in Section 4.4. ENERTITE® IB-418 is intended for use as thermal insulation and covering for ENERTITE® NM in attics and crawl spaces without the use of a prescriptive ignition barrier when installed as described in Section 4.4.2. 3.0 DESCRIPTION 3.1 General: ENERTITE® NM and ENERTITE® IB-418 are two - component, low -density, open -cell, water -blown polyurethane foam plastic insulation systems. The installed nominal density of ENERTITE® NM is 0.67 pcf (10.7 kg/m3). The installed nominal density of ENERTITE® IB-418 is 0.6 pcf (9.6 kg/m3). The two components of the insulation are polymeric isocyanate (A -component) and a resin (B-component) which when stored in unopened containers at a temperature between 50OF and 80OF (10°C and 26.70C), have a shelf life of nine months and twelve months, respectively. 3.2 Surface -Burning Characteristics: 3.2.1 ENERTITE® NM: When tested in accordance with ASTM E84 (UL 723), at a maximum thickness of 4.2 inches (107 mm) and a nominal density of 0.8 pcf, ENERTITE® NM has a flame -spread index of 25 or less and a smoke -developed index of 450 or less. There is no thickness limitation on the insulation when installed behind a code -prescribed 15-minute thermal barrier. 3.2.2 ENERTITE® IB-418: When tested in accordance with ASTM E84 (UL 723), at a maximum thickness of 3.6 inches (91 mm) and a nominal density of 0.6 pcf (15.7 kg/m3), ENERTITE® IB418 has a flame -spread index of 25 or less and a smoke -developed index of 450 or less. There is no thickness limitation on the insulation when ICC-F,S Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, IM, express or implied as to any finding or other matter in this report, or as to any product covered by the report. Copyright 0 2017 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 16 ESR-3102 I Most Widely Accepted and Trusted Page 2 of 16 installed behind a code -prescribed 15-minute thermal barrier. 3.3 Thermal Resistance: ENERTITE® NM and ENERTITE® IB-418 have thermal resistance (R-values) at a mean temperature of 75°F (24°C) as shown in Table 1. 3.4 Air Permeability: 3.4.1 ENERTITE® NM: ENERTITE® NM spray -applied polyurethane foam insulation, at a minimum thickness of 3.5 inches (89 mm), is considered air -impermeable insulation in accordance with 2015 and 2012 IRC Section R806.5 (2009 IRC Section R806.4) and 2015 IBC Section 1203.3, based on testing in accordance with ASTM E283 and ASTM E2178. 3.4.2 ENERTITE® IB-418: ENERTITE® I13-418 is considered air -impermeable insulation in accordance with 2015 and 2012 IRC Section R806.5 (2009 IRC Section R806.4) and 2015 IBC Section 1203.3, at a thickness of 3.0 inches (76 mm) based on testing in accordance with ASTM E283 and at 3.5 inches based on testing in accordance with ASTM E2178. 3.5 Intumescent Coatings: 3.5.1 No -Bum Plus XD: No Burn® Plus XD intumescent coating is a latex -based coating manufactured by No -Burn, Inc., and is supplied in 1-gallon (4 L) and 5-gallon (19 L) pails and 55-gallon (208 L) drums. The coating material has a shelf life of 36 months when stored in factory -sealed containers at temperatures between 40OF (4.4°C) and 90oF (32.2°C). 3.5.2 SPRAYCOATT" 1920 Intumescent Coating: SPRAYCOATTm 1920 intumescent coating, supplied by BASF Corporation, is a single -component, water -based, liquid -applied, intumescent coating. The coating is supplied in 5-gallon (18.8 L) pails and 55-gallon (208 L) drums and has a shelflife of six months when stored in factory -sealed containers at temperatures between 45OF (7.2°C) and 75°F (23.9°C). 3.5.3 DC 316 Coating: DC 315 Coating, manufactured by International Fireproof Technology Inc. / Paint to Protect Inc. (E3R-3'0_), is a single -component, water -based, liquid -applied intumescent coating. The coating is supplied in 5-gallon (19 L) pails and 55-gallon (208 L) drums and has a shelf life of one year when stored in factory -sealed containers at temperatures between 50OF (10°C) and 80OF (27°C). 3.5.4 TPRZ Corporation FIRESHELL® (I13-4) Coating: TPRZ FIRESHELL® (IB-4) intumescent coating is a proprietary, water -based one -part, nonflammable coating manufactured by TPRZ Corporation. The coating is supplied in 5-gallon (19 L) pails and 55-gallon (208 L) drums and has a shelf life of 12 months when stored in factory -sealed containers at temperatures between 450F (7°C) and 75OF (240C). 3.5.5 TPRZ Corporation FIRESHELL® F10E: TPRZ Corporation FIRESHELL® F10E coating is a single -component, water -based, liquid -applied coating manufactured by TPRZ Corporation (ESR-399- ). The coating is supplied in 5-gallon (19 L) pails and 55-gallon (208 L) drums and has a shelf life of 12 months when stored in factory -sealed containers at temperatures between 45OF (7.2°C) and 950F (350C). 4.0 INSTALLATION 4.1 General: ENERTITE® NM and ENERTITE® IB-418 must be installed in accordance with the manufacturer's published installation instructions and this report. The manufacturer's installation instructions and this report must be strictly adhered to, and a copy of the instructions and this evaluation report must be available on the jobsite at all times during installation. 4.2 Application: The insulations must be applied using spray equipment specified by BASF Corporation. The product must not be used in areas which have a maximum service temperature greater than that specified in the manufacturer's published installation instructions, nor in electrical outlet or junction boxes or in contact with rain or water. The product must be protected from the weather during and after application. The insulations can be installed in multiple passes at'/Z to 6 inches (12.7 mm to 152 mm) per pass to the maximum thickness. Where multiple passes are required, the cure time between passes is minimum 5 minutes for a 2-inch (51 mm) pass. 4.3 Thermal Barrier: 4.3.1 Application with a Prescriptive Thermal Barrier: ENERTITE® NM and ENERTITE® IB-418 must be separated from the interior of the building by an approved thermal barrier, such as 1/2-inch (12.7 mm) gypsum wallboard installed using mechanical fasteners in accordance with the applicable code, or an equivalent 15-minute thermal barrier complying with the applicable code. There is no thickness limitation on the insulation when installed behind a code -prescribed 15-minute thermal barrier. When installation is within an attic or crawl space, as described in Section 4.4, a thermal barrier is not required between the foam plastic and the attic or crawl space, but is required between the foam plastic and the interior of the building. 4.3.2 Application without a Prescriptive Thermal Barrier: ENERTITE® NM may be installed without the 15-minute thermal barrier prescribed in the IBC Section 2603.4 and IRC Section R316.4 when the installation complies with one of the assemblies described in Table 2 4.4 Ignition Barrier -Attics and Crawl Spaces: 4.4.1 Application with a Prescriptive Ignition Barrier: When ENERTITE' NM and ENERTITE® IB-418 insulations are installed within attics or crawl spaces, where entry is made only for service of utilities, an ignition barrier must be installed in accordance with IBC Section 2603.4.1.6 or IRC Section R316.5.3 or R316.5.4, as applicable. The ignition barrier must be consistent with the requirements for the type of construction required by the applicable code and must be installed in a manner so that the foam plastic insulation is not exposed. 4.4.2 Application without a Prescriptive Ignition Barrier: ENERTITE® NM and ENERTITE® 1B-418 insulations may be installed in an attic or crawl space without a prescriptive ignition barrier when all of the following conditions apply: a. Entry to the attic or crawl space is only for the service of utilities and no storage is permitted. b. There are no interconnected attic or crawl space areas. c. Air in the attic or crawl space is not circulated to other parts of the building. d. Combustion air is provided in accordance with IMC (International Mechanical Code®) Section 701. e. Attic ventilation is provided when required by IBC Section 1203.2 or IRC Section R806, except air -impermeable insulation is permitted in unvented ESR-3102 I Most Widely Accepted and Trusted Page 3 of 16 attics in accordance with 2015 and 2012 IRC Section R806.5 (2009 IRC Section R806.4) or 2015 IBC Section 1203.3. Under -floor (crawl -space) ventilation is provided when required by 2015 IBC Section 1203.4 (2012 and 2009 IBC Section 1203.3) or IRC Section R408.1, as applicable. Refer to Section 3.4 for minimum thicknesses for use as air impermeable insulation. The insulations may be spray -applied to the underside of roof sheathing and/or rafters in attics, and the underside of wood floors and/or floor joists in crawl spaces, as described in this paragraph and in Table3. The maximum thickness of the foam plastic applied to the underside of the roof sheathing and to vertical wall surfaces must not exceed the thicknesses set forth in Table 3, based on the insulation type and the intumescent coating type and insulation thickness used. The intumescent coatings used to cover the foam plastic insulation are described in Section 3.5. The intumescent coating must be applied over the insulation in accordance with the coating manufacturer's instructions and at the thickness as described in Table 3. Surfaces to be coated must be dry, clean, and free of dirt, loose debris and other substances that could interfere with adhesion of the coating. The coating is applied with low-pressure airless spray equipment. The coating must be applied with ambient and substrate temperature is at least 50OF (100C). The insulation, at a minimum thickness of 31/2 inches (89 mm), may be installed in unvented attics as described in this section in accordance with 2015 or 2012 IRC Section R806.5 (2009 IRC Section R806.4) or 2015 IBC Section 1203.3. Exception: ENERTITE® IB-418 insulation may be installed in an attic or crawl space without a prescriptive ignition barrier or coating at the maxiumum thicknesses set forth in Table 3. 4.4.3 Use on Attic Floors: 4.4.3.1 ENERTITE® NM: When used on attic floors, ENERTITE® NM insulation may be installed at a maximum thickness of 16 inches (406 mm) between joists. The ignition barrier in accordance with IBC Section 2603.4.1.6, or IRC Section R316.5.3, may be omitted, when the installation is in accordance with Section 4.4.2. The ENERTITE® NM insulation must be separated from the interior of the building by an approved thermal barrier. 4.4.3.2 ENERTITE® B-418: ENERTITE® IB-418 insulation may be installed at a maximum thickness of 10 inches (254 mm) between joists in attic floors when installation is in accordance with Section 4.4.2. The ENERTITE® IB-418insulation must be separated from the interior of the building by an approved thermal barrier. 4.6 Exterior Walls in Types 1, II, III and IV Construction: ENERTITE® NM and ENERTITE® IB-418 insulations, when used in exterior walls of Types I, II, III or IV construction, the assembly must comply with IBC Section 2603.5, this section and Table 4. The insulation thickness must not exceed 6 inches (152 mm). The potential heat of ENERTITE® NM insulation is 656 Btu/ft2 per inch of thickness, when tested in accordance with NFPA 259. The potential heat of ENERTITE® IB-418 insulation is 522 Btu/ftz per inch of thickness, when tested in accordance with NFPA 259. 5.0 CONDITIONS OF USE The ENERTITE® NM and ENERTITE® IB-418 spray - applied polyurethane insulations described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 This evaluation report and the manufacturer's published installation instructions, when required by the code official, must be submitted at the time of permit application. 5.2 The insulation must be installed in accordance with the manufacturer's published installation instructions, this evaluation report and the applicable code. If there is a conflict between the installation instructions and this report, this report governs. 5.3 The insulation must be separated from the interior of the building by an approved 15-minute thermal barrier, except when installed as described in Section 4.3.2 or when installation is in attics and crawl spaces as described in Section 4.4. 5.4 The insulation must not exceed the thickness and density noted in Sections 3.2, 4.3 and 4.4. 5.5 The insulation must be protected from the weather during and after application. 5.6 The insulation must be applied by professional spray polyurethane foam installers approved by BASF Corporation or by the Spray Polyurethane Foam Alliance (SPFA) for the installation of spray polyurethane foam insulation. 6.7 Use of the insulation in areas where the probability of termite infestation is "very heavy" must be in accordance with 2015 or 2009 IBC Section 2603.8 (2012 IBC Section 2603.9) or IRC Section R318.4, as applicable. 5.8 Jobsite certification and labeling of the insulation must comply with 2015 IRC Section N1101.10, 2012 IRC Section N1101.14 (2009 IRC Sections N1101.4 and N1101.4.1) or 2015 or 2012 IECC Sections C303.1, R303.1 and R401.3 (2009 IECC Section 303.1 and 401.3) (2009 IECC Sections 303.1.1 and 303.1.2), as applicable. 5.9 A vapor retarder must be installed in accordance with the applicable code. 5.10 The insulations are manufactured in Houston, Texas, under a quality control program with inspections by ICC-ES. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Spray -applied Foam Plastic Insulation (AC377), dated April 2016. 6.2 Reports of room corner fire testing in accordance with NFPA 286 and UL 1715. 6.3 Reports of room corner fire testing in accordance with AC377 Appendix X. 6.4 Reports of air permeance testing in accordance with ASTM E283 and ASTM E2178. 6.5 Reports of critical radiant heat flux of exposed attic floor in accordance with ASTM E970. 6.6 Report of fire testing in accordance with NFPA 285, and related engineering analysis. 6.7 Report of potential heat tests in accordance with NFPA 259. 7.0 IDENTIFICATION All packages and containers of ENERTITE® NM and ENERTITE® IB-418 insulations must be labeled with the ESR-3102 I Most Widely Accepted and Trusted Page 4 of 16 BASF Corporation, name and address; the product name; the flame spread index and the smoke -developed index; the shelf life expiration date; and the evaluation report number (ESR-3102). International Fireproof Technology, Inc. / Paint to Protect Inc., DC 315 coating is labeled with the manufacturer's name and address; the product name; the date of manufacture, the shelf life or expiration date; the manufacturers instructions for application, and evaluation report number (ESR-3702). Fireshell F10E, coating is labeled with the manufacturer's name and address; the product name; the date of manufacture, the shelf life or expiration date; the manufacturers instructions for application, and the evaluation report number (ESR-39q.'/ ). Intumescent coatings described in Sections 3.5.1, 3.5.2 and 3.5.4 are identified with the manufacturer's name and address, the product trade name and use instructions. 8.0 OTHER CODES In addition to the codes referenced in Section 1.0, the products in the report were evaluated for compliance with the requirements of the following codes: ■ 2006 and 2003 International Building Code® ■ 2006 and 2003 International Residential Code® ■ 2006 and 2003 International Energy Conservation Code® The products comply with the above -mentioned codes as described in Sections 2.0 through 7.0 of this report, with the revisions noted below: ■ Application with a Prescriptive Thermal Barrier: See Section 4.3.1, except the approved thermal barrier must be installed in accordance with Section R314.4 of the 2006 IRC or Section R314.1.2 of the 2003 IRC, as applicable. ■ Application with a Prescriptive Ignition Barrier: See Section 4.4.1, except an ignition barrier must be installed in accordance with Section R314.2.3 of the 2003 IRC, or Section R314.5.3 or R314.5.4 of the 2006 IRC. ■ Application without a Prescriptive ignition Barrier: See Section 4.4.2, except that combustion air is provided in accordance with Sections 701 and 703 of the 2006 IECC. ■ Protection against Termites: See Section 5.7, except use of the insulation in areas where the probability of termite infestation if "very heavy" must be in accordance with Section 320.4 of the 2003 IRC or Section R320.5 of the 2006 IRC. ■ Jobsite Certification and Labeling: See Section 5.8, except jobsite certification and labeling must comply with Section 102.5.1 of the 2003 IECC, or Sections 102.1.1 and 102.1.11, as applicable, of the 2006 IECC. TABLE 1—THERMAL RESISTANCE (R-VALUES'.2) ENERTITE® NM THICKNESS (inches) R-VALUE (°F•ft2•h/Btu) 1 3.9 2 7.6 3 11 3.5 13 4 15 5 19 5.5 21 6 22 7 26 7.5 28 8 30 9 33 9.5 35 10 37 11.5 43 12 45 16 59 ENERTITE® I13-418 THICKNESS (inches) R-VALUE (°F•fe.h/Btu) 1 4.1 2 8.0 2.5 10 3 12 3.5 14 4 15 5 19 5.5 21 6 23 7 27 7.5 29 8 31 9 35 9.5 37 10 39 11.5 44 12 46 16 62 For Si: 1 inch = 25.4 mm, 1 °F•ft2•h/Btu = 0.176 110K•m2/W. 'R-values are calculated based on tested K values at 1- and 4-inch thicknesses. 2R-values greater than 10 are rounded to the nearest whole number. MIAMI. ; yyY�� DEPARTMENT OF REGULATORY AND E( BOARD AND CODE ADMINISTRATION DI NOTICE OF ACCEPTANCE PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 r'r, Y i � l •.� 4 i MIAMI-DADE COUNTY PRODUCT CONTROL SECTION vO IC RESOURCES`;(RER) 11805 SW 26 Street, Room 208 iI0 �t s r T (786) 315-2590 F f76" 115-2599 q ,:i k2v�y.Namidad9181'/economt• ...... . .. ...... .... .... . . ;!COPE: .... .... ..... This NOA is being issued under the applicable rules and regulations governint'13e•1ise otcP?i ructio$""• materials. The documentation submitted has been reviewed and accepted by Miami- ade Coun RER - Product Control Section to be used in Miami Dade County and other areas whera d by the uthoritr. . • • Having Jurisdiction (AHJ). • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami —Dade Cowlty.Produd" Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade Cow*ty) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- 11JESCRIPTION: Series 11HR-710" Aluminum Horizontal Rolling Window— L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through l I of 11, dated 02/28/06, with revision H dated 03/24/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 �a�- Page 1 Approved PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS •••• ••••�� 1. Manufacturer's die drawings and sections. ...... '..' ....:. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) • • • • • ; • 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Windo0,'fdWact",.sTeft 1 ' through 11 of 11, dated 02/28/06, with revision H dated 03/24/T1:p;epar ;cf �* * • manufacturer, signed and sealed by Anthony Lynn Miller P$ ' ' B. TESTS • • • • • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading }. r�C, TAS 202-94 :....: 2) Large Missile Impact Test per FBC, TAS 201 94 •„•, • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer© NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-071413) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2 Uniform Static Air Pressure Test Loadin er FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 A) Large Missile Impact Test per FBC, T - 4 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) orge M. Plasencia, P.E. Pro ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-1 PGT Industries, Inc. 10 C. 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . . .... TESTS (CONTINUED) ...... • 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 .... • : ' • •' . • • • : • 2 Uniform Static Air Pressure Test LoadingOFBC TAS 202-94 ; • • • •; 3 Water Resistance Test per FBC TAS 202,04' 4 p act Large Missile Impact Test per FBC TAS • • • • g p • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 2M-94 '....' ...... 6) Forced Entry Test, per FBC 2411.3.2.1, T)IS•101-94 •; along with marked -up drawings and installation diagram of arf XOX alunf uiu4. • • " •' horizontal sliding window, prepared by Fenestration Testing I;aboiatory, Inc., Test • • • •: Report No. FTL-4859, dated 03/08/06, signed and sealed by ENnundo Lar,spada, P.E. (Submitted under NOA No. 06-0405.06) CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014) and FBC-61h Edition (2017), dated 03/31/17 and revised on 07/28/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies wi QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014) and FBC- 611 Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.13) rgc M. Plasencia, P.E. Prod6d Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . . .... ...... F. STATEMENTS (CONTINUED) 5. Laboratory compliance letter for Test Report No. FTL-5339,0 iwwd by I` strati(m • • • Testing Laboratory, Inc., dated 07/18/07, signed and sealed b jCllbs S. Rioilda, P.E;....; (Submitted under NOA No. 07-0815.09) 0000 ' • • 0.0 • • 6. Laboratorycompliance letter for Test Reports No. FTL-485 0000 • • FTL-48j� issued:•• p p �.�1?�. �..' by Fenestration Testing Laboratory, Inc., dated 03/08/06..gigied a$d:saaled by:.... Edmundo Largaespada, P.E. ; • • ; • ; •, (Submitted under NOA No. 06-0405.06) G. OTHERS ' I. Notice of Acceptance No. 16-0714.13, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Rolling Window — L.M.I., approved on 09/01/16 and expiring on 12/21 /21. orge M. Plasencia, P.E. Puct Control Unit Supervisor 7 NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-3 GENERAL NOTES: SERIES HR-710 IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW I IMPACT RATING I DESIGN PRESSURERATTNG I I I I 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). LARGE & SMALL MISSILE VARIES PER OPTIONS, A 5/16' LAM] CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" PVB INTERLAYER IMPACT RESISTANT SEE SI-EEr8 B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" PVB INTERLAYER. E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. F. 7116" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5116" OR 318" AIR SPACE AND 5/t6" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A.09W PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5116" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. I. 13/16" LAMI rG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN,) GLASS, 3116" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" PVB INTERLAYER. K. 13116" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 114" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" PVB INTERLAYER. L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX . 3. DESIGN PRESSURES: (SEE TABLES, SHEET 8) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-5330. ELCO ULTRACON NOA'S ANSI/AF&PA NOS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. TABLE 1: Anchor Group Anchor Type Frame Member Substrate Min. Edge Distance Min, O.C. Distance Min. Embedmentor Metal Thickness A #12, Steel SMS (Gr. 5). (min. of 3 thread's beyond metal substrate) All Southem Pine (SG - 0.55) 9/16" 7/8" 1-318" 6W3:M Aluminum 3/8" 9/16" 118" A36 Steel or. Gr. 33 Steel Stud Nil" 9/16" 0.045 18 Ga) B 1/4" Elco UltreCont Jamb Hollow Block (ASTM C90) 1-314" 6" 1-114' All Concrete (min. 2.65 ksi) 1" IV 1314" All Southern Pine (SG = 0.55) 1" 1" 1-318' 1/4" 410 SS Elco CeteFlex ® All Southern P]ne (SG = 0.55) 1" V 13/8" C 1/4" 410 SS Elco CreteFlex M Jamb Hollow Black, (ASTM C90) 2-1/2" 6" 1-1/4" All Concrete (iron. 3.35 ksi) 2-1/2" 4" TARLF 2• Material Min. Fy Min. F. Steel Screw 92 ksi 120 ksl Elco UltreCcn 0 155 ksi 177 ksi 410 SS Elco CreteFlex 0 127.4 ksl 189.7 ksi 90-WT5 Atuminum 16 ksl 22 ksi 8063-T8 Aluminum 25 ksi 30 ksi AMSteel 36 ksl 56 ksi Gr. 33 Steel Stud 33 ksi 45 ksi 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. CODES / STANDARDS USED: • •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-OD •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTIO• *ALUMINUM DESIGN MANUAL, ADM-2015 • •AISI S100-12 • •AISC 360-10 • • NOA DRAWING MAP SHEET yGNE :rL 0. j,S....i.......1 • G T LS•...•••••49 • ELEVATIONSl.l1.....0....9_... a • AVER-P. E I S.�.... • HORIZ.•SE S...•••• ... � • CORNER DETAIL .............. 4 PARTS LIST ....................... 5 EXTRUSIONS ....... ............. 6 114WALLATIC..........t.......7 • DESIGN PUSUFtS.:.... 8 tWCHQR QUAWTITiY...•_..6-1'y ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED as comp ,n9 with the Florida 6uiidin9 ode NOA-No. 17-0411.06 Expi mtion Date 12/21/2021 324/17: NEW LAYOUT, SHEET REORGANIZATION, UPDATED ANCHOR QUANTITY PER FBC 2017. CHANGED ANCHOR TYPES o to = O o O 0 nev 0 N z d O -T J (�) ¢ tV O-lo aw Z LL v c� rc H U to F00 .� o � _ anc o � z O uj J OJ K z w rn r N Q Z < Z •pa oO _ J o P7 Z C _ alrt �o •n•e NO LYAfiv �* No.53705 *_ • //lrtl ll l't\\\ • A. LYNN MILLER, RE • P.E.G 58705 1/2" NOM. 1/2" NOM. SILICONE HOT -MELT BUTYL STRUCTURAL GLASS BITE 55 1 GLASS BITE STRUCTURAL SILICONE POLYISOBUTYLENE 1/4" NOM. FOAM 3/16' NOM. WITH DESICCANT WITH DESICCANT 60,61,62 51 63,64,65 EXT. GLASS EXT. GLASS 1W ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS .09T PVB INTERLAYER .090" PVB INrERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 3116" ANNEALED OR HEAT STRENGTHENED GLASS 5/16' NOM. 7116" LAMINATED 5/16" LAMINATED GLASS 7/16" LAMINATED GLASS INT. GLASS INT. GLASS KODISPACE SUPER 4SG TPS � SPACERWNXT." EXTERIOR INTERIOR (ALL SECTIONS) ALUMINUM 50 21 50 k5116"NOM, EMENT POLYISO- DESICCANT FILL AREA BUTYLENE 5/16" NOM. 65-88 SEAL1/2" NOM. 112" NOM. BCCA SROLL-FORMEDSILICONE SEAL DESICCANTGLASS BITE 59 GLASS BITE FOAMANLESS STEEL52 . EJCT.GLASSEXT. GLASS 66,67,68,69,70.71 1#13/16'ANNEALED 72,73,74,75,76,77 l/8' ANNEALED OR HEAT STRENGTHENED GLASS OR HEAT STRENGTHENED GLASS 090" PV13 INTERLAYER 090" PVB INTERLAYER 1/8'ANNEALED OR HEAT STRENGTHENED GLASS3/1S" ANNEALED OR HEAT STRENGTHENED GLASS 5118"LAMMATED 7/16'LAMIINATED SN6"OR SW AIRSPACE 3/18"OR 1/4"AIR SPACE 1B" OR 3Mr ANNEALED OR TEMPERED GLASS11W OR 3118" ANNEALED OR TEMPERED GLASS 3/18' NOR 3118" W. 13/16" LAMI IG GLASS W/ 5/16" LAMI 13/16' LAMI IG GLASS W/ 7116" LAM[ GLASS TYPES: A. 5/16" LAMI - (1/8" A.090" PVB, 1/8" A) B. 5/16" LAMI - (1/8" A,.090" PVB, 1/8" HS) C. 5/16" LAM[ - (1/8" HS,.090" PVB, 1/8' HS) D. 7/16" LAMI . (3/16" A,.090" PVB, 3/16" A) E. 7/16" LAMI - (3/16" A,.090' PVB, 3116" HS) F. 7/16" LAM[ - (3116" HS,.090" PVB, 3/16" HS) G. 13116" LAMI IG -118' OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090" PVB,1/8" A) H. 13/16" LAM] IG - 1/8' OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090" PVB,,1/8" HS) I. 13/18" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAM] - (1/8" HS,.090" PVB, 1/S- HS) J. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 114" SPACE, 7/16" LAMI - (3/16" A,.090" PVB, 3/16" A) K. 13116" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16- OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090", 3/16" HS) L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3(16" HS,.090", 3116- HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. "PVB" = KURARAY TROSIFOL• PVB INTERLAYER \—INT. GLASS </,/� I 67 DURASEAL® XL EDGETM SPACER OSPACER TART F 1- p GLASS art # Description Material 85 Kommeding 4SG TPS Spacer System See this Sheet for Materials 86 Quanex Super Spacer nXf with Hot Melt Butyl 87 Quanex Dureseal Spacer 88 Cardinal )L Edge Spacer •• ••• • • • • • • •• • • • • ••• •• ••• •• • • • • • ••• •• • ••• • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No, 17-0411.06 Expiration Data 12/21/2021 By Mia i-D Product Control M,9117: NEW SHEET C = W o a > ?in�N N O (D n 0 CI -j Cl) 0 N C) J O a y Z :, LI. O W Z C .. = W LU=T $ of Q usso , Eitto O W r Z .�. r W tL 0 o N 8 Q Wiu Z N ~ Z a p -W o cm 0 C Z LY qau � a w•s ',lc NSF * : No. 58705 i �'br7�NAt HECi:�• • • • 0.lYNN MILLER P.E. P.E.858705 27 3/8" I— - 110" MAX. WIDTH I.F. FRAME —� 111" MAX. WIDTH FLANGE FRAME 5' n DL F L DETAIL B — XOX (114-1/2-1/4) VDLO FIXED C VDLO VENT q§a 63" M 1 FLAN A J I A F F AL. CONF 3!8" / /// 56" IAA. / MAX. KEDL /// fx DLO ALL VENTS 62" MAX. TES j I.F. FRAME O ALL CONFIG. i I I r C 73" MAX. WIDTH I.F. FRAME —"-I Fes- 74" MAX. WIDTH FLANGE FRAME DETAIL A — OX OR XO r 9 B 27 I/A" 27 318" �— MAX. DLO MAX. DLO VENT FIXED X li � O Ir 85 7116" MAX. WIDTH I.F. FRAME--+{ F---86 7/16- MAX. WIDTH FLANGE FRAME D D i DETAIL C — XOX (1/3-1/3-1/3) 1. SIEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. v. I SEALANT OR GASKET 3E AT HEAD AND SILL IE IG. — — 43 I.F. FRAME PRODUCT REVISED as plying with the Florlda Building Code NOA-No. 17-0411.06 Expiration Date 12/2112021 By Miami- Product Control 3/24117: NO CHANGES THIS SHEET. W m c� = a,a � N ❑ o O o qa p C', O J M w o1. fA N J O Z W Z W •C coo r V L ®ie H U •ce WAv HW'• Z coY, d z° 3 w O O ® J 7w4S t� O Z o o z > U Q = W .mt as wr�s •• ••• • • • • • • �.� kll LYNN4 • • • • • • • • * ; N0.58705 1 13 FLANGE FRAMETE VIEW D—D i i i (FRAME CORNER CONSTRQVFJONS f • • i• 009 • i i go* • ; • •• • • = �O I i �SStnNAL it_`G • A. L R * HJZP458705 P.E. P.E.d 58705 • • • • • • • • • • • • •• •• • • • •• •• EXTERIOR MAX. HEIGHT FLANGE FRAME MAX VENT DLO MAX FIXED DLO INTERIOR INTERIOR MAX. VENT DLO MAX. FIXED DLO MAX. VENT DLO — MAX. WIDTH (FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) EXTERIOR MAX. WIDTH (I.F. FRAME) - EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) U SECTION C-C U (VERTICAL SECTION, FLANGE FRAME) (VERTI a�_ INTERIOR • •• • •• • • • •• • •• • • •• • • • • • • • ... .. • • SILL HEAD • • • SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAMFr • • • • • • • • PRODUCT REVISED as oomplyin with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 V4117: NO CHANGES THIS SHEET. u � N 3 x O cn 0 U U 0 CV 3 •q (Y a OJ ;g O polo tl! z N r = uJ wz�aura o � o � 2 c4 W U. 0 1 F Z 0 u7 D ® O J W z WWS z N QG Ili. fn Z a of v; ° o to 40!( 9eiO ``�`I�111111111lI/ • •` �• �0X%X LYIVAf No. 58705 '0' ATE � •' 'c<OA1DdddP. •'' �� ' ASNAL • @ w r • M.LYr1�11ALLW P.E. • P.E 9 55705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • RIM DWG1i!NW DESCRIPTION MAIL PGT# 1 4102 1 A IFTANCEFRAMEHEAD 6063-TEAL 612237 2 4025 SASH STOP STD. (ANTI LIFT CLIP) 6063-TS AL 612244 3 98 X 314 PH. PAN HEAD 7834AA 4 4053 SASH STOP OOVER SASH STOP 6063-T5 AL 6 4136 FLANGE FRAME SILL. 6063-T6 AL 64136 7 4137 SILLADAPTOR 6063-TEAL 64137 8 4131 R011ERTRACK 6063-TEAL 64131 10 71298 WFEPHOIECOVER POLYPROP. 71298 12 1626 ADHIMYEOP&NCELLFOAMPAD 7PAD1626 13 4002 1 A IFIANCEFRAMEJAMB 6063-TEAL 6=5 14 4134 GASKErFORMAIN FRAME SILLJOINT 74134W/K 15 1155 48 X 1.000 QUAD PN. SMS 781PQA 16 4110 G SCREEN' ADAPTOR 6063-T5 AL 6411OG 17 4054 B FD®MEETENGRAIL 6063H3-TEAL 64054A 19 4066 W STP..187 X 130 FIN SEAL 64066G 21 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 22 1683 WSTP.,.250 X .270 BACK,FIN SEAL 616930 23 225.1 R0111RHOUSING & GUIDE 42112HD 24 226 1 IBRASSROUERWHMS BRASS 713RWM2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP_ 44129N 32 4006 D SASHNC=GRAIL 6063HS-TEAL 64006 33 1235 WSTP..170X170RA CY, FIN SEAL 67SI6G 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 98 X .625 PH FL SMS 7858 37 4126 SASHMERAU. 6063-T5AL 64126 38 1683 W STP. 250 X 170 BACY, FIN SEAL 61683G 39 7070 1 IBULB WEATHERSTRIP .187 X .275 67070K 40 LIFT RAIL COVER CAP 74078"C7LORR 41 4139 1 II.F.FRANMHEAD 6063-T6AL 64139 42 4140 1 IIY.FRAMES11L 6063-TEAL 1 64140 43 4141 1 11Y.FRAMEJAM13 6063-T6AL 64141 50 GLAZING SILICONE, DOW 791 899,995 OR GE 7700 51 1224 VDMGIAZINGBEAD BUIB 6TP247W 52 1225 VINYLC 1AZINGBEADBUIR CrB DO 6TP248K 53 4039 B MAZINGBEAD-5/16" 6063-T5AL 64M9B 54 4044 B GIAZINGBEAD-5/16" W/GRILLIGT 6063-T5AL 644703 55 4222 BEAD 6063-T5AL 64222 56 95 AD-7/6W/GRaLKrr 6063-T5AL 6985 59 406713/16' 6063-T5AL 64067 60 GLASS 511F L.ANH 118" A .090PVB,1/8" A 61 5116' LAMI (LIS" A .090 PVB 118" ES 62 5/16' L1MI(1/8" HS .090PVB 1/8" HS 63 7116' LAMI 3/16" A .090PVB 3/16' A 64 7116' LAMI 3/16' A .090PVB 3/16' 65 7/16' LANE 3/16' HS .0%M 3/16' EMM DWG# DFSCRIIMN, MAIL I PGM 66 GLASS 13116"LAMII&1/8"A .,3/8"AIRSPACI;5/16"LANB 1/8"A,.090PVB,1/8"A 67 13116" LAMIIGI/8"A (MIN.),3/8" AIRSPACE, 5/16" LAM[ U8"A,.090PV6, IMMS 68 13116'IAMIIGI/8"A IN..3/8"AIR SPACE, 5/16"LAMI 1/TTS,.090PVB 1/8"HS 69 131I6' I.AMIIG1116"A IN. 5/16' AIR SPACE,5/I6' IAMI 1/8"A,.090PVB, 1/8"A 70 13/16' LAMI IG-3116'A (MIN.), 5116' AIR SPAC$ 5116" IAMI 1/8"A, .090 PVB,1/ HS 71 13/16' LAMII&3116"A IN. 5/16" AIRSPACE, 5/16' IAMI 1/8"HS,.0901'VB, V8 72 13/16"LAMIIGll8"A IN. 1/4"AIRSPACF,7/16"IAMI /16'A,.090PVB,3/16"A 73 13/19IAMIIG•IB"A (MIN.. L/4" AIRSPACE,7/16" IAMI /16'A .090PVB 3/16"HS 74 13/16" LAMI IG•118"A IN,1/4" AIR SPA 7/16' IAMI 3/16"IIS .090PVB 3/16"HS 75 13/16' LAMI I&3l16"A , 3/16" AIRSPACE, Me LANH 3/16"A .090PVB 3/16"A 76 13/1G'LAMIIG•3/16'A ,3/16'AIR SPACE, 7110LANE (3/16"A,.090PVB,3/16"HS 77 13116"IAMIIG-3/16'A IN„3/16"AIR SPACE,7/16"L?uVII 16"HS,.090PM3,3/16" 90 10M SCREEN FRAME (HOP. & VER) 3105-H14 AL 91 1630 SCREENCORNERKEYW/RINGS POLYPROP. 92 1631 SCREEN CORNERREY W/OUT RING POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE-.135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE- .135 DIA. HARD EM PVC 96 SCRffid CLOTH L+2.784 4062 43 I.F. FRAME JAMB #4141,6063-T6 2.710 7 2.624 Lj F062 41 I.F. FRAME HEAD N139,6063-T6 3.152 • 110 I.F. FRAME SRA- #4140, 6063-Tj• ••• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 By 3/24117: CHANGED GLAZING SILICONE. a � x W N 0 p ci N x JO to N zLL� w v xw� o Lil ^ o D_' -� o .r- O ® J 1< 7o•S z co Z a 0 N .cs p O O J z U J SFr •� i a a. _ .•t T `( LYN •!•��'��01ENgp C No. 58705 0 �u i •.'ZORIDF' •\�� 1 • •A LYNN MILLER, P.C. P.El15B7C5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .062 1.713 1. i73 —2.710--i O FLANGE FRAME HEAD #4102A,6063-T6 1 — 4--.osz .490_� O SASH STOP #4025,6063-T5 .062 1783 L1.349-� 21 SASH TOP & BOTTOM RAIL #4105, 6063-T5 .050� 1.096-! —►1 T 54 GLAZING BEAD, 5/16" #4044B,6063-T5 (USED Wl GRILL KIT) T- 1.122 —2.710� O FLANGE FRAME SILL #4136,6063-TS .osz .437r I 1.46 O HORIZ. ROLLER TRACK #4131,6063-T6 2. 79 .062 pi 7 32 SASH MTG. RAIL 0400613, 6063HS-T6 .050 ' —.678 1.096 4-I--►ll�L�� T 55 GLAZING BEAD 7/16" #4222A,6063-T5 1.187 �- .062 3.090 O FRAME SILL ADAPTER #4137, 6063-T6 187 � .062 �1.403� 17 FIXED MEETING RAIL #4054B,6063HD-T6 2. 26 1 1.49 062 II — 37 SASH SIDE RAIL #4126,6063-T5 i .050- 1.115 -I 56 GLAZING BEAD, 7/16" #985C,6063-TS (USED W/ GRILL KIT) O SASH STOP COVER #4053, 6063-T5 --2.784-1 1.363 �062 13 FLANGE FRAME JAMB #4002A,6063-T6 050 1.096 { } GLAZING BEAD, 5/16" #403913,6063-T5 •• ••• • • • 050 • • • • • • • 59 GLAZING BEAD, 13/16" #4067, 6063-T5 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/2112021 By _-� 324/17: NO CHANGES THIS SHEET. a o Y _ > CO 3 O CD v 0_ r, m u vl N Z LLny w = W R a U Fa LLJ oELj^ o D,uo oZ� W J LL O O (0 z� � o � Z o o 0 = c • U J ,1( _ a iILL1I..JIi 5pt �a bws SI YILYty+i��''�. �10ENS�'• �� i _+ No. 58705 A,QB'231�- O ATE F (V ��s •'•�ORIDA.•'' \�� A' �S�NAL,��•` • IIII • �. LYNN MILLER P.E P.E.# 587DS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEEANCHOR TABLE, SHEET 1 1x WOOD NOTE 1 SEE ANCHOR TABLE, SHEET 1 2x WOOD BUCK, SEEANCHOR NOTE 1 1 3/8" TABLE, SHEET 1 %" SEEANCHOR MIN. TABLE,5HEET1 - MAX. JJJJ AX 1 / MAX. SHIM SHIM SEEANCHOR TABLE, SHEET 1 —All e 1 /4" MAX. SHIM SEEANCHOR TABLE, SHEET 1 2x WOOD BUCK, N DET SEEANCHOR TABLE, SHEET i n SEE 1NCHOR TABLE, SHEET 1 SEE ANCHOR TABLE, SHEET 1 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS I 1 318 OTE 1/4" MAX. SHIM —�I I+ SEEANCHOR MIN. I I �... TABLE, SHEET 1 I q '� II7 ANCHOR 9 SEE TABLE, SHEET 1 SEEANCHOR' SEE ANCHOR TABLE, SHEET 1TABLE, Tl— SHEET 1 1 1x WOOD BUCK, IL AE DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS SEEANCHOR TABLE, SHEET 1: NOTES: 1. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 2. FOR ATTACHMENT TO METAL: THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. 3. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 4.0.131" DIA. MIN. X 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. 4 INTERIOR (JAMB DETAILS E, F & 1) EXTERIOR � 2-1/2"MIN. EMBEDMENT ( EXTERIOR INTERIOR ) HEAD & SILL DETAILS A, B, C, D. & H 1/4" 11 1l4" MAX. I MAX. SHIM ANCHOR SEE NOT MIN. TABLE, SHEET 1 "a 1 3 81 TABLE, SHEETR 1 2x WOOD SEE ANCHOR TABLE, SHEET 1 DETAIL C BUCK DETAIL D NOTE1 2-1/2" MIN. E TYPICAL FLANGE FRAME SILL SECTIONS SEE NOTE 4 5/8" MIN. EDGE 5/8" MIN. l EDGE F � DETAIL H (HEAD) DETAIL G (SILL) TYPICAL INTEGRAL FI EDGE • • 4 u Mac � • MIN. IL 0 SEE NOTE 4 • ABED • • . • : • DETArL I (IAMB) NAAMb'6E!C-d0tS: : • PRODUCT REVISED as comp) ng with the Florida Building ode NOA-No. 17-0411.06 FErpirstion Datee�112121/2021 BY 324117: REVISED NOTES TO COMPLY VW H NEW ANCHORAGE, ADDED NOTE 4. ? o N = —! K M j 0 o N O 0w (n N 0LLo z �. �� W Lu v =W Rrc U Fe ujiZ"r 0- ° �N "ma o w e M - `> �Z� 0f U J LL p 0 � J h ® J pays tN Q z Lu NO W Z o U of ¢ Q >N! are0 aprs r� • • ` �; LICENSE •. �� • • • ::•* ! No. 58705 • - •; *� p l '• -. SATE ' . • � �S�QMAL E-NG�� • • �lrrnlln" • LYNN MILLER, P.E. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • ••• •• •• ••• • • • • • Maximum Design Pressure, DP (paQ XOorOX lherell Width Overall WOM Glass Type A, B. G, H C, 0, E, F, k J, iC L 37• 48• 531/6• 26" 36- + A -75.0 +75. i -76.0 +75.01-75.0 +75.0 / -75.0 +75.01-75.0 +75.01-75.0 (i0• 88' +75.01-76.0 +75.01-75.0 +75.01.75.0 +75.01-75.0 72' 1. +75.01-75.0 +75.0/-75.0 +75.0 / -75.0 +75.0 +75.0 / -76.0 +75.0/-76.0 41' +75.0 / -75.0 +75.01-75.0 +75.0 / -75.0 +75.01-75.0 +75.0 / -75.0 (;8• 72` 74' +75.01-75.0 +75.0 / -75.0 +75.0 / -75.0 +75.0145.0 +75,01-75.0 +75.01-76.0 38.318' +75.0/-76.0 +75.0 / -75.0 +76.0/76.0 +75.0 / -75.0 +75.01-75.0 +75.01-75.0 N7� +75.0/75.0 +76.0 / -76.0 +75.0176.0 +75.0/ -75.0 +75.0 / •75.0 +75.0 / -754 +75.0 ! 75.0 +75.01.76.0 48" 53-1/8" :7b. - +75.0 / -750 +7 .0 / 75.0 +75.01.75.0 48" +75.D/-75.0 -75.01.75.0 6T 68' +75.0! -75.0 +75.0 / -75.0 + - 6.0 +75.01-75.0 +75.01-75.0 +75.01-75.0 74• - :75.01-75.0 48' 531/8' 503l8" +75.0 / -75,0 +76.01-75.0 +75.01-75.0 +75.0 / -75.0 +75.0/-75.0 +75.0/75.0 fi0• BB' +75.01-75.0 +75.0 / -75.0 -75.0/.75.0 +75.01-MO 72" 74• +75.01-75.0 +75.01 75.0 +75.01.75.0 +75.01-T5.0 37' 48• 53118' 54' +75.0 / -75.0 +75.0 / -75.0 +75.01-75.0 +75.0 / 75A -75.01.75.0 +75.0 / -75.0 6D' 66' +75.0 / -75.0 -75.0/-75.0 +75.01-75.0 +75.0 / 75.0 7T 71V +75.0175.0 +75.0175.0 +75.01-75.0 +75.0 / 75.0 37' 46' 53116" BO' +76.01.75.0 +75.0 / -75.0 +75,01-76.0 +75.01-75.0 +75.0 J 76.0 +75.01-75.0 80' es' +75.0175.0 +7101.75.0 +74.2 J 74.2 +7501-75.0 72• 74' +69.6 / -69.6 +75.01-75.0 +08.1188.1 +75.01-75.0 37• 48' +75.0/-75.0 +75.0 / -75.0 +75.0/-75.0 +75.0 / -75.0 5311W 60" 83• +75.0 / 7b.0 +76.0 / -76.0 +75.01-75.0 +75.0 / -75.0 88' +T0.21-70.2 *75.0 / -75.0 +75.01-750 74" 1 +63,81-63.8 1 +75.0 / -75.0 r'UK HIVVr1 VIWbC OCC Orl= I M Maximum Design Pressure, DP (psf) XOX,113.113 -1/3 Overall O,enlfi Glass Type Width Height A, B. C. G. H, 1 D. E, F. J, K +60.0 J -60.0 +75.0 / -75. 531l8' +60.01.60.0 +76,01.75, 60• +60.01-60.0 +75.01 J5. ee' 2B" +60.0180.0 +75.0 / 75. 74' +60.0 / 80.0 +75.01-75. 84• +60.01-50.0 +75.0 ! -76. 88a/18• +80.0/-60.0 +75.01-75. 48' +600/.60.0 +75.0!75. 63 18' +60.0 / 80.0 +75.0 / -75. 67 +60.01.60.0 +75.01-75, 66' 35' +60.0 / 80.0 +75.01-75. 74" +80.0 ! 80.0 +75.0 / -76. 1. +00.0 1 80.0 +75.01-76. 86.7l16' -60.01.60.0 +75.0 / -75. 46, +00.01-60.0 +75.01-T5. 53118' +60.0l80.0 +75.01-75. ' +60.0/.60.0 +75.01 -755, 3688' +60.01.69.0 +75.0175. 174- +80.0180 +75.017 +00 / 8.0 +75.0/-75.. 1 +60.0 / -80.0 +75.0 / -75; 48' +60.0 / 80.0 +75.01-75.. 531/8" +80.0 / 80.0 +76.0175.1 80' +60.0 / -e0.0 +75.01-75.1 68' 4W +80.0 / -00.0 +75.0 / -75.1 74' +60.0180.0 +75.01-75.1 84' +60.0 /-80.0 +75,01-75.1 B6-JV18' +80.0/-60.0 +75.01-76.1 46• +60.01.60.0 +75.0 / -75.1 53118• +W.0 / 4i0.0 +75.0 / -75.1 80' +60.0/.60.0 +75.0 / -75.i 88' 50S/6' +80.0 / 80.0 +75.01-75.4 74' +60.0 / 80.0 +75.01.75.1 W +00.0 / 80.0 +76.01-75.1 86-7/10" +60.0/40.0 1 +75,01-75.f 48' +60.0180A +75.0/-75.f 53118" +80.0180.0 -75.01-75.f 80• +60.0 / -80.0 +75.0 / -75.( BB• 54' +00.0 / 80.0 +75.0 / 45.f 74- +80.0 / -60.0 +75.0 / 75.( 84• +W.01-60.0 +75.0 / -75.( 68-7/18' +60.01-MO +75.01-75.0 48' +BO.Ql80.0 +75.0l-76.0 53118• +80.0 / 80.0 +75.0 / -75.0 80' +60.01-60.0 +75.0 / -75.0 6E BY +60.01-60.0 +75.0 / -75.0 74' +6(10 / 80.0 +75.0 / .75.0 84• +60.0 / -W.0 +75.0 / -75.0 86.7116` +80.0 /.60.0 +75.0 / -75.0 46' +60.0l 80.0 +7&01-75.0 53118' +60.0180.0 +75.01-75.0 W +60.0 !.60.0 +75.0 / -75.6 86' 83" +80.01.60.0 +75,01.75.0 74• +W.0180.0 +75.0/-75.0 54' +OaD / 80.0 +750 /-75.0 86-7116• +60.01-Ml) +75.01-75.0 FOR ANCHORAGE SEE SHEET 10. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090" PVB, 1/8" A) B. 5/16" LAMI - (1/8" A,.090" PVB, 1/8" HS) C. 5/16- LAMI -(1/8" HS,.090' PVB, 1/8' HS) D. 7/16" LAMI - (3/16" A,.090" PVB, 3/16" A) E. 7/16' LAMI - (3/16" A,.090" PVB, 3116" HS) F. 7/16" LAMI - (3/16" HS,.090" PVB, 3/16" HS) G. 13116" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 6/16" LAMI - (1/8" A,.090" PVB, 118" A) H. 13116" LAMI IG - 1/8' OR 3116" A (MIN.), 5/16" OR 3/8' SPACE, 5116" LAMI - (1/8" A,.090" PVB, 11W HS) I. 13/16" LAM[ IG - 1/8' OR 3116" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090" PVB, 1/8" HS) J. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 114" SPACE, 7/16" LAMI - (3/16" A,.090- PVB, 3/16" A) K. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090" PVB, 3/16" HS) L. 13116' LAMI IG -1/8' OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090' PVB, 3/16" HS) NOTES 1) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. • • • • • • • • • 2) OVERALL FLANGE DIMENSIONS Sq*Vrt PIR 4N : : • WINDOWS, SUBTRACT 1" FROMsTABLEwSIAE DiME►ISIONSt 3) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. • • • • • • • 4) SEE GLASS TYPE DESCRIPTIONS OINSHEE b2. • • • • • • • • • • • PRODUCT REVISED as compi ing with tho Florida Building Code NOA-No. 17-0411.06 Expiration Date 1212112021 BY i Mlam a Product Control 3/24117: UPDATED TABLE o _> O -ipu C7 OJ M S u`7 to r N JO a Z LL Z LLI LLT R a U U 4e w zm t• : Fv < ¢ n Mao vq aw G W .-, u Z w U J O L1.. O co IX laac ® Q ~ LU y C!) Z N LL o 0. n+�s O O 2 Z (9 n U J W = ¢ O rv/. as0 aao8 • •��1yy LYNH�,ri�� a : 45 ZL O SATE F i �OORIDP • .��ONAL ENG�`• • • 1W.Vm1�1L�R. P.E a • P,EI 58705 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE A Anchor Quantities, XO orOX with Glass Types A, B, C, 0, H & 1 oeral WWI (head Haigh Anchor GlmpA Bead & Sal Jahb Anchor C%D0P8 Hmd & 511 Jamb Andim Ci Hmd & SiI WC Janb 37' 2r 1+C2+1 2 1+C2-1 2 1-C2+1 2 W 51118" i+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 6U' 66" I+C2+1 2 1+(2+1 2 ,+Q+i 2 1+C2+1 2 1+(2+1 2 1+C2+1 2 77 74"I 2+C2-2 2 I+C2+1. 2 '+C2+1 2 2+C2+2 2 1+C2+1 2 1+C2+1 2 3r 36" 1+C2+1 2 1+C2+1 2 I+C2+1 2 46' 5311iF I+Q+1 2 1+i2+1 2 1+CC2+1 2 1+C2+1 2 1+C2+1- 2 '+C2+1 2 66" 1+C2+1 2 1+CZ+1 2 ,+C2-1 2 ',<2-1 2 1+C2+1 2 1+C2+1 2 72' Pr 2+C2+2 2 1t(2-1 2 1+C2+1 2 2+C2+2 2 1+C2-1 2 '•+C2+1 2 37" 3&av :+(2+1 2 I+C2+1 2 1+C2+1 2 4e• 53-V8" 1+:2+1 2' 1+C2+1:, 2 1+C2+1 2 2 I+C2+1 2 1+(2+1 2 66• 66' 2 1+C2+1 2 1+C2+1 2 F62+2 2 1*C2+1 2 1+C2+1 2 77 TC 2 1+C2+' 2 1+C2+1 2 2 1+C2+1 2 1+C2+1 2 37" 46" '-C2+1 3 i+C2+1 3 ,+-CZ l 3 49' 53-178" 'I+C2+, 3 1+r„2+1 3 1+C2+1 3 1+C2+1 3 1+(2+1 3 1+C2+1 3 BT 66' 1-C2+1 3 1+(2+1 3 I+C2+1 3 1+C2-1 3 i+C2-1 3 1+C2+1 3 77 74' 2+C2+2 3 1+CZ+1 3 ;+C2+1 3 2-C2+2 3 1+C2+1 3 1+12+1 3 37" 50,146' 1+f2+1 3 1+C2+1 3 1+C2+1 3 48' 5&1i6" 1+(2+1 3 1+Q+1 3 1+C2+1 3 3 1+C2+1 3 I+(2+1 3 86" 69' 3 1+C2+1 3 1+C2+1 3 2C.3-2 3 1+(2+1 3 1+C7+1 3 72' 74• 3 1+Q+1 3 ;+C2+1 3 2+ 3 1+C2+1. 3 '+C2+1 3 37" se 1+C2+1 3 1+02+1 3 1+C2+1 3 48" 53-VB" :4+: +1 3 I+C2+1 3 1+(2+1 3 I+C2+1 3 1+C2+1 3 1+C2+1 3 60" 1+C3- i 3 1+C2+i 3 +C2+1 3 6g' 72• 74" 1-'...i'+1 3 1+C2+1 3 ;+(2+1 1 3 2+C3+2 3 1+C2+4 3 1+R+1 3 2+C3+2 3 I+C2+1 3 1+C2+1 3 37" BY 1H2+1 3 1+C2+1 3 1+C2+1 3 48" 5&il9" NC3+1 3 1+C2+1 3 1+C2+1 3 1-M-1 3 1+C2+1 3 1+C7+1 3 60" lie 1+(30 3 1+C2+1 3 1+C2+1 3 i+C3+1 3 1+i2+1 3 1-C2+1 3 77 14' 2+p+2 3 I+C2+1 3 t+(2+1 3 2+Ci+2 3 1+C2+1 3 I+CLIO 3 37' 63- 1+C2+1 3 1+C2+; 3 1+(2+1 3 53.V8' 1-C2+1 3 1+(2+1 3 1+C3+1 3 I+C2+1 3 1+(2+I 3 60' 6F 1+G1-1-. 3 1+C2+1 3 1+(2+1 3 I+C3+1 3 1+C2+1 3 1+C2+1 3 77 74" 2+C3+2 3 1+C2-1 3 1-C2+1 3 2+C3+2 3 1+C2+1 3 i+C2e1 3 TABLE 9: Anchor Quantities, XO or OX with Glass Types D, E. F, J, K & L Cran;ll Width O..H Height Amhor Gmuo Hapd & Set A Jamb Amhor Getup Head & SAI S Jamb Amtw Group Haad & Sn C Jamb 37, 2r 1+C2+1 2 1+02+1 2 1+C2+1 2 45' 53-1/5' 1+C2+1 2 1+C2+1 2 1+C2t1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 60' ss' 1-C2+1 2 1+C2+1 2 1-C2-1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 72, 74' 2+C2+2 2 1+C2+1 2 S+C2+1 2 2+C2+2 2 1+C2+1 2 1+C2+1 2 37' 36" 1+C2+1 2 1+C2+1 2 1+C2+1 2 46' 5318" 1+C2+1 2 1+C2+1 2 1+C2*1" 2 1+C2+1 2 I+C2+t 2 �1+C2+1 2 80' ee" 1+C2+1 2 I+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 72" 74" 2+C2+2 2 I+C2+1 2 1+C2+1 2 2+p+2 2 1+C2+1 2 1+C2+1 2 37' 3&3r8" I+C2+1 2 I+C2+1 2 1-C2+I 2 48" 53-1/&" I+C2+1 2 I+C2+1 2 I+C2+1 2 /+C2+1 2 1+C2+1 2 1+C2+1 2 80' s6 1+r2+1 2 I+C2+1 2 I+C2+1 2 1+C2+1 2 1+C2+I. 2 1+C2+1 2 77 74' 2+C2+2 2 itCa+1 2 1+C2+1 2 2+C2+2 2 1+C2+1 2 1+C2+1 2 3r 1+C2+1 3 1+C2+1 3 1+C2+1 3 48' 53.1/8' 1+C2+1 3 1+C2+1 3 I+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 W46" 66. i+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1. 74' 2+02+2 3 1+C2+1 3 1+C2+1 3 2+(2+2 3 1+C2+1 3 1+C2+1 3 37' W-516' 1+C2+1 3 1+C2+1 3 1+C2+1 3 45' 53.118, 1+C2+1 3 1-C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 t+C2t1 3 60' 66• 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+p+1 3 I+C2+1 3 1+C2+1 3 7r 74' 2+p+2 3 1+C2+1 3 1+C2+1 3 2+p+2 3 I+C2-1 3 1+02+1 3 37' se 1+C2+1 3 1+C2+1 3 1+C2+1 3 48• 53.1/8' I- 2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 BO' 86' t+C3+1 3 1+C2-1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 72' 74' 2+C3+2 3 I+C2+1 3 1+02+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 3r 4V 531/8' 1. 1+C2+1 3 1+C2-1 3 I+C2+1 3 I+C3+1 3 1+C2+1 3 1+C2+1 3 1+p+1 3 1+C2+1 3 1+C2+t 3 1. 66' I+C3+1 3 1+C2+1 3 I+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 72- 74' 2ap+2 3 1+C2+1 3 1+G2+1 3 2+p+2 3 1-C2+1 3 1+C2+1 3 3r 1+C2+1 3 1+C2+i 3 I+C2+1 3 48' 53.116' 1+p+1 3 1+G2+1 3 1+C2+1 3 1+03+1 3 1+C2+1 3 1+C2+1 3 66" 1+C3+1 3 1+C2+1 3 I+C2+1 3 1+p+1 3 1+C2+1 3 1+C2+1 3 72' 74" 2+p+2 3 1+C2+1 3 I+C2+1 3 2+p+2 3 1+C2+1 3 1+C2+1 3 TABLE KEY: O X 1+C2+1 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES LLB_- A CLUSTER OF (2) ANCHORS CENTERED ON THE MEETING RAIL PLUS (1) ANCHOR AT OPERABLE PRODUCT REVISED VENT AND FIXED SECTION. (4) as complying with the Florida Building Code ANCHORS TOTAL AT HEAD AND SILL. NOA-M.. 17-0411.06 (4- MIN. O.C. ANCHOR SPACING) Expiration Date 12/21/20Z1 By al!D Product Control 18 3/4" MAX [--4" MIN., 10-1/2" MAX. qqq 3124/17: UPDATED TABLE & 9" MAX. X O ELEVATION. T— - - MTG. RAIL o Y = EXAMPLE CLUSTER W/ QTY. OF (2) ANCHORS R Ma3 3 o (SHOWN IN TABLE KEY ABOVE) h , c 3 pro i� co C14 ZLLr�p z c rc U 41 W z W a 6AW o W ax Z 3 Of J LL J O Ca IY NOTES " Z ON X O Z 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE < O "ems 0 FOLLOWING DIMENSIONS: o = C7 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF = n MEETING RAIL CENTERLINE. Z 18 3/4" MAX. FROM CORNERS. M ¢ Q = JAMBS: 9" MAX. FROM CORNERS AND 221/2" aat as„p MAX. O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER • • ��pNY LYN/y�� • �yGENgF WINDOW IN TABLE. • • • • • • • • �� .•' •,!!_ . /� • • • • 3) OVERALL FLANGE DIMENS!O&tS SHQi.+IW. IsO•R•FIN• • • • • •� •. No- 58705. �* : WINDOWS, SUBTRACT 1"FROM f14BLE 9YLEtJIMENSIOtfS. • • • • - • ' r_�0 •• ••• •• • 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS ;� �'. ST TE0 TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. %, �` °(oRioP,.• ' �� '�s�1'/ " BOTH THE DP AND ANCHO %QUA.NT•IT.Y REMAIN. • • NG+`� ONAL F'11�` UNCHANGED. • • • • • • • • 't1 • • 1l/111111t1 • • • • • • • 5) SEE GLASS TYPE DESCR IPA ON90N 9HEeT 2-,• • sLYNN MILLER P.E. P.E.a 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TARI F 1n, Anchor Quantities, XOX,113 -113 -1/3 with Glass Types X B, C, G, H & I OgRB WM o�j MOM I Anchor -.V A Anchor Gt up B Anchor Group C Ha.d & SW Jamb Head & S81 J.mb HWdd & S31 Jamb 4r 53.1/8* 26- 1+C2+1+C2+1 2 1+C2+1.C2+1 2 1+C2+I+C2.1 2 1+CZ+1+C2+1 2 1.C2.I.C2+1 2 1+C2+I+C2+1 2 BT 1.C2+1.C2.1 2 1+C2+1.C2+1 2 1+C2+1+C2+1 2 85" 74' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1fC2+1 2 1+C2+1.5+1 2 1+C2+1+C2.1 2 1+C2+1+C2+1 2 W e 7/18- 1+C2+1+C2.1 2 1+C2+1+C2+1 2 1+C2+i+C2+1 2 i+CZ+1+C2+1 2 1 1+C2+1+C2+1 2 1+C2+1+C2+1 2 43" 53.118' 30' 1+C2+1+C2+1 2 1+C2.1.C2+1 2 1+C2+i.C2.1 2 1*C2+1«02+1 2 t*C2+1+C2+1 2 t+C2+1+C2+1 2 6T fits" 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1«C2+1.C2+1 2 I+C2+1+C2.1 2 74' 64' 867/18' !+C2+1+C2+1 2 1+C2+i+C2+1 2 1+C2+1#C2+1 2 1+C2+uC2+1 2 1+C2+1+C2+1 2 1.C2+1+C2+1 2 i.C2.1+C2+1 2 1+C2+1+C2+1 2 1+CZ+1+C2+1 2 48• 53.11r 383/8" 1+C2+1+C2+1 2 t+CZ+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2.1 2 1+C2+1+C2+1 2 1.C2+1+C2+1 2 BT W 1#C2.1+C2+1 2 1+C2+1+C2+1 2 1+CZ+1+C2+1 2 !+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+CZ+1 2 74- 84' W7/16' 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+02+1 2 1+C2+1+C2+1 2 I+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+t 2 1+C2+1+C2+1 2 41r 53•Ur 48• 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+CZ+t+C2+1 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 BP W 1.C2+1+C2+1 3 1.C2+1+C2+1 3 1.C1+1+C2+1 1 1+C2«1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 70 84• 88.7/16" 1+CZ+1+C2+1 3 1+C2f1+C2+1 3 1+C2+1+C2.1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+CZ-I+C2#1 3 1+C2+1+C2+1 3 1+C2-l+c2+1 3 1+C2+1+C2+1 3 45- 5 5C8/r 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 11/8' 1+C2+1+C2.1 3 i+C2+1+C2+1 3 !+CZ+1+C2+1 3 80' fib• 1+C2+1+02+1 3 1+C2+1.02+t 3 1+C2+1+C2+1 3 1.C2+1+02+1 3 I+C2+1+C2+1 3 1+C2+i.C2.1 3 74- 84' Bf1.7/19" 1+C2+1+C2+1 3 1+C2+t+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+t+C2+t 3 1+C2+1+02+1 3 1+C2+1+L2+1 3 1+C2+1+02+1 3 4r 63,1/37 64- 1+CZ+1+C2+1 3 1+C2«1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1«C2+1+C2+1 3 1+CZ+1+02+1 3 ST W 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+5+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 74' W 86.7/19. 1+C2+1+C2+1 3 1«C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1.C2+1+C2+1 3 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 48' 53-11V 60- I+C2+1+02+1 3 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 1+CZ+I+C2+1 3 1+C2+1+C2+1 3 1.C2+1+02«1 3 6T W 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 74• 84• 68-Ttf6• 1+C2+I+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+14C2+1 3 1.C2+1+02+1 3 1+CZ+1+C2+1 3 1+C2+1+C2.1 3 1+C2+i+C2+1 3 t+C2+1+C2+1 3 48• 1.C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+I+t2+1 3 1+C2+1+C2f1 3 1+C2+1+C2+1 5 1+C2+1+C2+1 3 2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 d111r +3 1+C2+1+C2+1 3 I+C2+1+C2+1 3 +CZ+3 1+C2+1+C2+1 3 1+C2+1.C2+1 9 i.!,+C3+1 3 1+C2+1+C2«1 3 1+C2+1.C2+1 3 llr•1I:11t4if Anchor Ouantitles, XOX, 1/3 -1/3.1 M with Glass Types D, E, F, J, K & L (>.nli Wldlh Owme Ha1211I Anchor G=p A Anchor anup a I Anchor Gr.W C Hood & SIII Jamb Had & S61 J." H.0 & sm Jmnb 1. 53-1/r 2v 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1.C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1. or i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 74' W w7/1a' 1+C2+-1+C2+1 2 t+C2+1+C2+1 2 1+CZ+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 t+C2+i+C2+1 2 t+C2+1+C2+1 2 48' 53.1181 3V 1+C2+1+C2+1 2 1+C2+1+C1+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 aw 1+C2+1.CZ+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 Be, 74• 1+C2+1+C2+1 2 1+C2.1+C2+1 2 1+C2+1+C2+1 2 I+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 84' 98-7/iC 1+C2+1+C2+1 2 1+C2+i+C2+1 2 1+02+1+C2+1 2 1+C2+1#C2+1 2 1+C2414C2+1 2 1+C2+1+C2+1 2 48' 53-IIW 3e3/r 1+C2+1+C2+1 2 t+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+CZ+1 2 ST W 1+C2+1+C2+1 2 1+C2+1+C2+I 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2#1+C2+1 2 1+C2+1+C2+1 2 74' 84• 1+C2+1+C2+1 2 1+G2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+l+C2+1 2 88.711r 1+C2+1+C2+1 2 1+C2+1+CZ+1 2 1+C2+1+02+1 2 4r 53.1/6- 4r 1+C2+1+C2+1 3 1+C;2+1+C2+1 3 t.C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 6T er 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 t+C2+1+CZ+1 3 1+02+1.C2+1 3 1+C2+1+C2+1 3 74• 84• 88.711T i+C2+1+C2+1 3 1+C2+1.C2+7 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2.1.C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 48' 63.1/6' 5081r 1+C2+1+C2+1 3 1+C2+1+C2.1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2.1 3 BT ta. 1+C2.1+C2.1 3 1+C2+1+G2+1 3 1.C2+1+C2.1 3 1+C2+1+C2.1 3 1+C2+1+C2+1 3 1+CZ+1+CZ+t 3 74' 84• 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+CZ«1 3 1+C2+1+C2+1 3 8e-711ir /+C2+1+C2+I 3 1 1#C2+1+C2+1 3 1+C2+1+C2+1 3 48' MAW 54- 1+C2+1+=+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 BT er 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2.1 3 1+C2+1+C2«1 3 1+02+1+C2.1 3 74' 64' W711V 1+C2+1+C2+1 3 1+C2+t+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C3+I+C3+1 3 i+C2+1+C2+1 3 1+02+1+C2+1 3 45• 13.1/5- 6T i+C2+i+C2+1 3 I+C2+1+C2+1 3 1+C2+i+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 80• 1+C2+1 C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 88" 74- 1+C2+1+C2+1 3 1+C2+1«C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 84• 867/1a. 1+03+I+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 48' 534fr or 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1.C2+1+C2+1 3 1+C2+1+0+1 9 1#C2+1+C2+1 3 t+C2+1+C2+1 3 80' 8r 1+C2+1+C2+1 3 1.C2.1+C2+1 9 1+C2+1+02+1 3 1+0+1+0+1 3 1+C2+1+C2+1 3 i+C2+1+Q+1 3 74' 1+C3+1«C3+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 84' 8&MOr 1+C3+1+C3.1 9 1+CZ+1+C2#/ 9 t#G2+t+C2+1 3 1+C3+1+q+1 9 1+C2+1+CZ+1 9 1+C2+trfKrl 3 TABLE KEY: X O X 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB t HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION- (9) ANCHORS TOTAL AT HEAD AND SILL. (4" MIN, O.C. ANCHOR SPACING) 25 3/4" MAX l �-{ F --4" MIN., 10.1/2" MAX. 9" MAX' X O X MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD & SILL: 101/2" MAX ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 112" MAX. Q.C. 2) FOR WINDOW SIZES NOTS SOWN, gO j0 N•EXT}ARG�R WINDOW IN TABLE. • • • • • • • • • •• • • • 3) OVERALL FLANGE DIMENSIONS SHOWN. PORE(N• • • WINDOWS, SUBTRACT 1" FVQA TAAC S ftoMgVI ION:. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QWWITY REN6%N • UNCHANGED. • • • • • • 5) SEE GLASS TYPE DE; ftPTI4$ A S4EEI 2: i • PRODUCT REVISED as m coplying with the Florida Building Code NOA-No. 17-0411.06 Explrati j l 12/21/2021 By 3/24/17; UPDATED TABLE & ELEVATION. > to a 6 = N O O G > cy y O O RrO O i V K r J C) RE J O Z N_ Z-cD r5 W ® ¢ Fe H W v � :i n vO >rl4 n O Z O LU J J . LL O _O ® Q aw48 Z N of aR1B o O O = Cf Ir = n .a2 -a I -As •�.�aQNY LYAfv a P��,.•' LICENSE: :�� A2ip �1t�- • It, II I I tit\\\ • • .ANLYNNMILLER,P.E. • P.E.#58705 • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • FABLE 12! Anchor quantities, XOX, 114 -112 -1/4 with Glass Types A, B, C, G, H & 1 Oran Width Peat tiddd 1 A Anchor GmupB I Anohw GroWC Heed S Stll Jamb Hsd a SM Jamb Haud A SIR Aft 60' 1+C2.7+C2+I 2 1+ 1+C2.1 2 I.C2+1+C2+1 2 i+C2+I.C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 2 74' B4' i+C2+1+C2+1 2 I-C2+1+C2+1 2 1-C2+1+C2-1 2 I+C2-2-C2+1 2 1+C2+1+C2+1 2 I+C2+1-C2+1 2 08' 1061w 10r Mt 1-C2+2+C2H 2 1+C2.1+CZ+7 2 1+C2+1+C2+f I-C2+2+C20 2 1+CN1+C2+1 2 1+C2+1+C2+1 2 I+C2.2+C2+I 2 I+C2+1+C2+1 2 I+CZ+I+CZ+1 2- i.C2.2+C2+1 2 1+C2+1+C2+1 2 1.C2+1+C2+1 2 63-1/r BD' I+C2+1+C2-i 1 1+C2+I+C2+1 2 I+G2+7+C2-1 2 1+C2+1+C2+1 2 i+CZ++.+C2+1 2 1+C2+1+02+1 2 T4' wi+C2+2.C2+1 1+C2+1+C2+7 2 t+C2+1+C2+1 2 1+ 2+I+C2+1 2 2 +C2+1++1 tC2 2 1.C2+1+C2+I 2 w3r ia6-36' Iw III" 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C1+1 2 1+C2+2+C2H 2 1+CZ+Z+C2+7 2 1+C2+I+C2+I 2 1+C2+2+f2.i z 1+C2+2-=-1 2 I+C2+1+C2+1 2 1+C2.T+C eN 2 1+C2+2+C2+1 2 I+C2+1+0+1 2 _I r aP 35,V64' � 1-C2+1+C2+t 2 1+C2+1+C2+1 2 i+C2+NC2.1 2 1+C2+1+CZ+i 2 I+C2+1+C2+1 2 1+C2+1+C2-1 2 74' 1+CNI+C2-1 2 i+C2+1N2H 2 1+C2+1+C2-1 2 i+C2.2+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 2 98' 1063/a• tOr 11I' I.C2.2+Ce+1 2 I+ 2+1+ 2+1 a 1+CZ+i+C2+1 2 1-C2+2+C2+1 2 C. I+C2-2+2+1 2 1C2 +C2+I--I 2 1+C2-1+C2+1 2 1+C2+2+C2+1 2 1+C2+I+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C.2+l 2 1+C2+1+C2+1 2 53-1/r eC 4S, 1+.+7+(.,'�+, 3 1+C2+1+C2+1 3 1+C2+1+C2+I 3 1+C2+1+C2+1 3 1+-2l+=+I 3 1+C2+9+CZ-1 3 74• 64' 96` tOBd'8' 106' i11' I+C2.I+C2-1 3 I+C2+1+CZ+I 3 1+C2H+C2+1 3 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 3 1+=: 2+C2+1 3 1+C2+f+C2N 3 �I.C2.2+M.I 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 3 I+CZ+2+C2+1 3 1+C2+1.C2+1 3 1+=+3+C2+1 3 1+C2-2+C2+1 3 1+C2+i+C2+1 3 S iE 60' 50'&S' 1+C2+I+02+1 3 I+C2+1+C2+1 3 1+C2+f+CZ+1 3 1+C2+f.C2a1 3 I+CZ+1.C2+1 3 1+C2+1+C2+1 3 74' 1. 1+C2+I+C2+1 3 1+C2.1+W+1 3 I+C2+1+C2+1 3 1+C2+2+C2+1 3 1+02+1+CZN 3 1+C2+1+C2+1 3 1. 10a3'r lar Ill, 1+C2+2+C2+1 3 1+C2+2+C2+1 3 /-C2+1.C2+I 3 I+CZ+3+C2+1 3 1+C2.2+C2+1 3 i+C2+1+C2+1 3 1+C2a3.(2+I 3 1+C2+2+C2+1 3 1.CZ+i+C2*1 3 1+C2+3+C2+1 3 I+C2+2+W+1 3 1 1+C2+2+C2+1 3 53Vr d9l' Sr I+C2+1+02+1 3 1+C2+t+C2+I 3 i+C2-1+C2++, 3 1+C2+1+C2+1 3 i+C2+i+C2+I 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+!+C2+1 3 I+C2+2+C2+1 3 1+C2+2+C2+1 3 t+C2.1+C2N 3 1+C2+3+C2+1 3 1+C2+2+G2+1 3 1+CZ+1+C2N 3 1+C2+3+CZ+1 3 1+C2+2.C2+1 3 1+C2+1+C2+1 3 I+C2+3+C2+1 3 1+C2+2+C2.1 3 1+C2+2.C2-t 3 531/6' wI+C2+1+C2+1 7'r ar 66' I+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1 3 3 i+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+,+C2+, 3 1+C2+1.C2N 3 1+12N+C2+1 3 1+C2+2+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 /+C3+2+C3+1 3 1+C2+2+C2+1 3 I+CZ+1+C2+1 3 1063C6' 106' III' 1+C3+343+1 3 1+C2+2+C2+1 3 1+C2+1+C2+1 3 /.0+3+0+1 3 1+C2+2+C2+1 3 1+C2+1+C'2+1 3 I+C3+3+C3+1 a I+C2+2+C2+1 3 /.C2+2+C2+1 3 6131/r 60' 74' Or ar IN Imp 10r 711' or 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+CZ+I+C2+ 3 1+C2+7+C2+7 3 1+C2N+C2+1 3 I+C3+1+C2+1 3 I-C2+1+LY+1 3 1+12+7.02+1 3 I+C3+2+C3+1 3 1.C2+1.C2+1 3 taC2+I+C2-1 a 1+C3+21C 1 3 1+C2+a;!, 3 1.CZ+!+C2.t 3 143+3.0+1 3 1 2+C2+2+C2+I 3 1+C2+1+C2a1 3 I+C3+3+C3+1 3 1+C2-2+CS+t 1 3 1+C2+1+C2+1 3 1+C3+3+C3+1 7 I+2+24 2+1 3 I+C2.2+Q.1 3 IAtdLL 13: Anchor quantities, XOX, 1N-112-IN with Glass Types D, E, F, J, K & L Peall Width Owmu Haight Anchor 0,. p A AnrJw GLCMry B A-ho,G.W 0 Hmd & SRI Jame Heed a 613 Jump Head & SRI Jamb 53- t! 60' 26. C2+ a 1+rt 2 1aC2+1+C2+7 2 1* + + + 2 1+C2+1+C2+1 2 1aC2+1+C2+i 2 I+C2+1+02+1 2 T4' a4' 1+C2+2+C2+1 2 1+C2+1+C2-I 2 1.C2+1+C2+I 2 1+C2+2+C2+1 2 1+C2+1+C2+1 2 I+C2+1+C2+1 2 W 10833' I+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2.1+C2+1 2 i+C2+2+C2+1 2 1+CZ+2+C2+1 2 1+C2+I+C2+l 2 loop III' i+C2+2+C2+1 2 I+C2+2+C2+1 2 IK2+1+Q+1 2 1+C2-2-C2+! 2 1+C2+2+C2+1 2 1+02.1+C2+1 2 63-1/6' 517 3r 1+C2.1+C2+1 2 1 1+C2+1+C2+1 2 1 1+C W+C2+1 2 1+C2+1+C2+1 2 1 1+C2+1+C2+1 2 1 i+C2+1+C2+1 2 IV w1+C2+2+C2+1 i+C2+2+CZ-1 2 i+C2+l+C2+1 2 i+C2+1+C2+1 2 2 1+C2+1-C2./ 2 1-C2+I+C2+I 2 w 10638' 106' Ill, I+C2+2+C2+1 2 I+C2+2-C2-i 2 !+C2+I+C2-i 2 I+C2+3+C2+1 2 t+C2+2+C2+1 2 1+CZ+2+C2+1 2 7+C2+3+C2+1 2 1+C2-2+C2+1 2 1+C2+2+C2+I 2 I+ 2+3+C2+1 2 I+CZ+2-C2+1 2 1+C2+2+C2N 2 63.1/1' So 3S3/S, t+C2+1+C2+1 2 I+C2+1+C2-1 2 I+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+I-C2+1 2 1+C2+I+C2+1 2 1. w I+C2+2+CZ+1 2 1+02+1+C2+1 2 I+C2+1+CZ+I 2 I+C2+2+C2+I 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 5r 1053'a' 1+C2+Z+C2+1 2 1+C2+2+C2+1 2 I+C2+1+C2-1 2 1.02+3+C2+1 2 I+C2+2+C2+1 2 I+C2+2+C2-1 2 106' III, 1+C2+a+C2+1 2 1+C2+2+CZ+1 2 1+C2+2+C2+1 2 I+ 2 +G2+1 2 I+C2+2+C2+I 2 1+C7..l 2 53118" Bo' �,1+C2+2+CZ�1 1+C2+1+C2+1 3 i-C2-1+C2+1 3 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 /+C2+1+C2+/ 3 i+C2+1+C2+1 3 74' 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+1+CS+1 3 3 1+C2+1+C2+1 3 1+C2+1.C2+1 3 It-1 1+C2+3K2a1 3 1+C2+2+C2+I 3 I+C2.1+CZ+t 3 1+C2+3+CZ+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+02+3+C2+1 3 1+C2.2.C2.1 3 I+C2+2+C2+1 3 MAW CW 74" 64' w 10"r 1C4' III, 1+C2+1+C2+1 3 1+C241+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 l+C2+I-C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 i+C2+1+C2+1 3 1-C2+I+CI+I 3 I+C2+2+C2+1 1+C2+3+C2+1 3 3 1 1.C2.1+02N 1+C2-2+C2+1 3 3 1 1+C.'+7+C2+1 I- 2+l+C2+1 3 3 1+C3+3+C2+1 3 i+C2.2+C2+1 3 1+C2.2+C2+1 3 7•C3+3+C3+1 3 1+C2+2+C2.1 3 1+C2+2+02+1 3 I+C3+3+C3+1 3 I.C2+2+C2.i 3 i-CZ.2+C2+1 3 631/6' 50' 1. w ar 10631r for III, I+C2+1-C2-1 3 I.21+7+C2+1 3 1+C2+1-C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2.1 3 1+C2+1+C2+1 3 1+C2a2+CNI 3 1+C2+1+C2.+1 3 1+C2+1+C2+1 3 1+C3.2+C3+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1 3 1.C3+3+C3+1 3 1+02+2+C2+1 3 1+C2.1-C2-1 3 1+C3+3+C3+1 3 1+02+2+C2+1 3 1 1+C2.2+C2.1 3 I-C3+3+03-7 3 i+C2+2+C2+1 3 i+C2+2+G2+1 3 1+C3+3+C3+1 3 I+C2+2-C2+I 3 1+C2+2+C2+1 3 53-VT 60' 1+(2+7+C2+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 74• w I+C3+2+C3+1 3 I+C2+1+CZ+1 3 1+C2+1+C2+1 3 t+C3+2'C3+1 3 1+C2.1+C2+1 3 1+C2+1+C2+i 3 w6C 10a3/r for 111' i+C3+3+C3+1 3 1+C2+2+C2.1 3 1+C2+1+C2.1 3 i+C3+3+C3.1 3 I+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3.C3+1 3 1-C2-2+C2+1 3 1+C2+2+CZ+i 3 C3-1 3 I+C2+2+C2+1 3 1+C2+2+CZ.1 3 53t/r ST 63.C3+1 +C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 C2+1 3 1+C2+1+C2+1 3 I+C2.1+C2.1 3 474* C3+1 3 i+C2+1+C2+I 3 1+C2+1+C2+1 3 C3+1 RIK.Z.1 3 1+C2+1+C2+1 3 1.C2N+C Z+1 3 3 I.C2+2+C2+1 3 1+C2+1+C2+1 3 C3+1 3 1+C2+2+C2+1 3 1.C2+2+C2+1 3 Ca+1 3 1+C2+2+C2+I 3 1+C2+2+C2+1 3 C3.1 3 1+C2+2+C2+1 3 14 2-2+C2+1 3 TABLE KEY: X O X 1+C2+2+C2+1 3 -ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (2) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (2) ANCHORS AT FIXED SECTION. (8)ANCHORS TOTAL AT HEAD AND SILL (4" MIN. O.C. ANCHOR SPACING) 25 314" MAX. F► -4` MIN., 10-1/2" MAX. 9" MAX. X O X MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY, OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 2) FOR WINDOW SIZES NOT SHOVjh GQii NVTJ,ARVR • WINDOW IN TABLE. • • • • • • • • • 041 • • • 3) OVERALL FLANGE DIMENSION9S ON MR* FtJ • • • • WINDOWS, SUBTRACT 1' FROM J�E $IjC DI dW 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QYANTRit REMAIN • • • UNCHANGED. • • • • • • 5) SEE GLASS TYPE DESCRIF (74NS 016HEET1 i i i • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.06 Expiration Date 12/21/2021 By Miami -Dad roduct Control 3/24117: UPDATED TABLE & ELEVATION. W 0 o = Q� a M O C� N 0 C4aC Q M r w U, N_ rc Z U• 10o r Ei w 7 a = w s - v 2a F< W- Z -r EL u�0 O � z O ZcT- U J� 0 N C• ® J H a `- Tea• Q O N Z O LL O 2 0 Z = Q Q 1n11 1agG agwy • _': LICENSE'• /``�� H 0 : No. 5B705 STATE �Of'.. O ��: �- • �` • 10RIDP.. \2�� • .'t; 101VAL ECG``• • •////111111WN • • 4LYNN NILLER, P.E. 1 • P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IA I•DADE r , ,a I. I r,` i � � r� MIAMI-DADE COUNTY 1 T:- XN PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONQ VflCltii S RCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATTONJDIVIS�IOiY". T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE( www.miamidade.gov/economy r" V Intlustries, Inc. � J 1070 Technology Drive North Venice, FL 34275 • COPE: ••.� : .. . •• This NOA is being issued under the applicable riles and regulations governing tl a -use o; comtructioco 0 0 0 materials. The documentation submitted has been reviewed and accepted by MIMI "ade County RER - • Product Control Section to be used in Miami Dade County and other areas whera a?ro%ed by tht•Authority • Having Jurisdiction (AHJ). .... ••.• ..... This NOA shall not be valid after the expiration date stated below. The Miami-Dalg glznty P;AlclContror *000 Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami-Dade�QW3ty) reserve the right to have this product or material tested for quality assurance purposes. If this p:oduc£or material fails tA,.: perform in the accepted manner, the manufacturer will incur the expense of such test iv and:th'e AHJ mazy immediately revoke, modify, or suspend the use of such product or material within their juris&ti.o ,, RED• • reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Prothict Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code. includintr the Hieh Velocitv Hurricane Zone. - [DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 90° & 135° corners — L.M.I. iv_rrKuVA.L 11ut;uivlvrN it: urawing iNo. rtrtUl.", tittea--,)eiles / /u Alum. a)(j" - Lm Impact"", sneets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. IMiSSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its'entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. ""'! NOA No. 17-0420.12 MIAMI•DAD, COUNTY)s /� Expiration Date: February 17, 2020 ' `1ttt Approval Date: September28, 2017 �r Page 1 Q " 0` A�pr�v4ed PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 000000 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD —; IV xmpaef"* sheets •1• • •; • through 22 of 22, dated 10/10/14, with revision C dated V4/0�/17, Yrie*aced by •. . . manufacturer, signed and sealed by Anthony Lynn Miller, P.E:::::: .....• ..... . .... .... . . B. TESTS • • • • 090000 • • • • • 1. Reference Test report on 1) Uniform Static Air Pressure Test, p-&TB C, TM 2a2-94 ..... 2) Large Missile Impact Test per FI3.ZL j%S 201-�• • • • •: • 3) Cyclic Wind Pressure Loading pet FBq TAS 2604 • • •,; • Along with marked -up drawings and installation diagram of PtlurVinum Siding Glass. Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared 13� Fehestratt0t %esting • Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-896$; dated 02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 16-0629.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2 Uniform Static Air Pressure Test Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 Large Missile Impact Test per - 4 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 14-0123.10) 3. Test reports on: 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loadin per TAS 202-94 3 Water Resistance Test, per TAS 202-94. orced Entry 1 est per and TAS202-94. 5) Large Missile Impact Test, per TAS 201-94 6) Cyclic Wind Pressure Loading, per TAS 203-94 along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales,^P- (Submitted under NOA No. 09-0826.10) Jorge M. Plasencia, P.E. P,educt Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) S. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc: • • • (Submitted under NOA No. 15-0430.08) • • • • • • • • • • ...... . .. Osseo. A CALCULATIONS ...: 1. Anchor verification calculations and structural analysis, complying with F-U"'h : • ' Edition (2014) and FBC-6` Edition (2017), dated 04/18/17 atftt16vised orv(�Vl0/17;- prepared by manufacturer, signed and sealed by AnthonyL nn1LKIMr, P.1;..". 2. Glazing complies with ASTM E1300-09 • • • • • . . . . . ...... D. QUALITY ASSURANCE • 1. Miami -Dade Department of Regulatory and Economic Resourc'e's (RER).. •. • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) GIass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance with FBC-5" Edition (2014) and FBC-6" Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Test proposal No.16-0152 dated 03/09/16 approved by RER. 4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. G. OTHERS 1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners - L.M.T. approved on 08/04/16 and expiring on 02/17/20. Jorge M. Plasenca, P.E. J� oduct Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-2 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2 DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT, 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE.HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-0014, FTL. 6015, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554 TA41 C 4 cEF nPTAii C 11M'SHEETS 4 R 6 Glass` Type V Description (Listed from Exterior to Interior) G3 7/16" Laminated: (2) Llt ct 3116" HS Glass with .09T PVB Ntedayer G3A 9/16" Laminated: (2) Lees of 1W HS Glass Vhth.090' PVB Intedayer G4 7/16" Laminated: (2) Lftas of 3116' HS Glass with .OW SG Intedayer 04A tY16" laminated: (2) Liles of 1W HS Glass with .080" SG Intedayer G5 1" Laminated I.G.: Y16' T Exterior Cap +3/6' Air Space + 7116" Laminated; (2) Liles 03116" HS Glass with .090' PVB Imedayer G5A 1" Laminated I.G.: 1/4" T Exterior Cap + 5/W Air Space + 7116" Laminated; (2) Utca 03115' HS Glass with .090" PVB Imedayer GB 1Laminated LG.! 3118" T Exterior Cap + 318" Air Space + 7116' Laminated; (2) Lees of Y 15" HS Glass with .09W SG Intedayer G6A 1" Laminated I.G.: 114" T Exterior Cap + 5/16" Air Space + 7116" Laminated; (2) Lites of 3116' HS Glass with .090' SG Intedayer G7 7/16" Laminaed: (2) Lites of 3116" ANN Glass with .09T SG Intedayer GTA 9/16" Laminated: (2) Utcs of 114" ANN Glass with .090" SG Intedayer GB 1" Laminated I.G.: 3116' T Exterior Cap+ 318' Air Space+ 7/W Laminated; (2) Utes of 3/16" ANN Glass with .090' SG Intedayer GSA 1" Laminated I.G.; 114" T Extedor Cap + 611E Air Space+ 7/16" Lamina ad; (2) Lites of 3116'ANN Glass with,OW SG Intedayer -ANN"=ANNEALED "HS"=HEAT STRENGTHENED 'T" -TEMPERED "PVB" - .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. 'SG'=.09T SENTRYGLASOBY KURARAY AMERICA, INC. DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1, 2 & 3 ON RATED FOR LARGE & SMALL SHEETS 6, 7 & 8 MISSILE IMPACT RESISTANCE CODES STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION e2014 FLORIDA BUILDING CODE (FBC), 6TH EDITION eASTM E1300-09 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100A2 •AISC 360-10 GENERAL NOTES.............1 EXAMPLE CONFIGS.......... 2.3 GLAZING DETAILS............ 4,5 ANCHORAGE .....................6-14 DESIGN PRESSURES 6-8 INSTALL DETAILS..............12A4 ELEVATIONS ..................... 15.16 PANEL I SILL TYPES ......... 17 CROSS SECTIONS ............ 18,19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21,22 I .Ire I /MM.V17 1 C I UPDATED TO FBC 2017, REVISED TABLES 1, 2, 3 & A 1 A VENICE, FL $4275 (941)480.1600 CERT. OFAUTH. 929M L tkarrerel7 rorwnsntca xrc ALL RIGNIa/�aeAVFD TABLE A' Anchor Group Anchor Type Frame Member Substrate Min. Edge Distance Min. O.C. Distance Min. Era bedment or Metal Thickness A #12 18-8 EMS, (Fy=60 ksl, Fw= 95 ksi) M2 410 SS SMS, (Fy= 90 ksi, F„= 110 ksi) All SouthernPine (SG = 0.55) 9116" 7/8" 1-3/8" 6063-T5 Aluminum 3/8" 0/16" 0.090" A36 Steel 3/8, 9116" 0.050" Gr. 33 Steel Stud 318" 0/16" 0.045" (18 Go) 1/4' Elco Aggre-Cato* Fy=57 ksi, Fu=96 ksi All Concrete min. 2.22 ksi) 1-1/2" 3" 1-3/8' Jamb I P-hook Filled 8locksASTM C90 2" 1 3" 1 2" Jamb / P-hook Hollow Block (AS1M C90) 2" 1 3" 1 1.114" All Southem Pine (513 - 0.55) 1" 1" 1-3/8, B #12 Steel SMS (Gr. 5) (min. t 3 threads r. 5) metals reads be qp Southern Pine (SG = 0.55) 9A6" - 718" 1-318" 6083-T5 Aluminum 3W 9/16" 0.090" A36 Steel 9/16" 0.050" Gr. 33 Steel Stud 3/e" 9/16" 0.045' 18 Ga C 1/4" Elco UltraCon® Fy-155 kst, Fw=177 ksl All Concrete (min. 2.85 ksi) 1" 4" 1-318" Jamb I P-hook Hollow Block (ASTM C90) 1" 8" 1-1/4" 114" Elco UltmConO Fy=155 ksi, Fi= 177 ksi ---AJT Concrete (min. 2.85 ksl) 2-112" 4" 1-316, Jamb / P-hook Filed Block ASTM C90 2-1/2" 4" 1-3/4' Jamb / P-hook Hollow Block ASTM C90 2-1/2" G" 1-1/4" D 1/4" 410 SS Elco CreteFlexO Fy=197.4 ksi, Fw= 189.7 ksi Head / Sill Concrete min. 3.35 ksl 1" 4" 1.314" Jamb / P-hook Concrete (min. 3.35 ksi) 1" 6" 1-Y4' Jambi P-hook Hollow Block ASTM C90 2-1/2" 6" 1-1/4" All Southem Pine SG = 0.551 1"1 1" 1 1-3/8' 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY- 33 KSI. 4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. 5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE. ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET. PRODUCT REVISED 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2-THICK. as complying with the Florida PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS Building Code NOA-No. 17-0420.12 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS ZX ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS Expiration Date 02/1712020 (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER By ! ? LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS Miami -pa a Product Control THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRIRK, 140MMWAbLIC GROUT* • MAX. 1/4" THICK & 3400 PSI MIN.,:)ONE BY (:FHP MIjST91UIJtY • SUPPORT THE ENTIRE LENGTH OF•THE SIIs4TH441 NOTT IGH; j4 • ; ��.•' 410ENyF . �!� '� �• Q, ••. THE SUBSTRATE, AND TRANSFER SREAR L(lADdrOIl13UB6TWAT5. Me SUBSTRATE IS WOOD, 301t FELTAA1PER tR MAST"S REQUIRLD • Mr * : No. 58705 BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED = BY THE AUTHORITY HAVING JURISDICTION. ;AO$%F� : •wit {V '•, 6 g, ; L FtORiDI,. 'G\�; s � S701VALIEC�� aw1m 000 • • • • • GENERAL N AT MAP! • • • SERIES 770 A1WA. SLO-ttiiJffitA T• • A LYNN MILLER, P.E. arwxrm e ar.. atie • a."*•'s • a.,:• �� scD-no NTS 1 d 22 PGT0130 C P.E.958705 • • • • • • • 000 • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 0 • EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH w PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 I I � Jc Iao� 74 lij�o I 14 1' n x�E POCKET W 1-PANEL " CONFIGURATIONS Imo-- MAX. UNIT WIDTH NOM, PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT 19 1s PER TABLES 1-3 3-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 19 � a 0j, C �13 9 w 0 EMAX. UNIT / / i zaHEIGHT 9 1' d rc PER TABLES 1-3 / J� lio POCKET s\__— T w 2-PANEL CONFIGURATIONS , 13 CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. O)O X IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90" & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "X" = OPERABLE PANEL, "O"=INOPERABLE PANEL, "p" = POCKET DETAIL LETTER x9"w = WOOD OR METAL INSTALLATION "c"= CONCRETE INSTALLATION SHEET NUMBER MAX. UNIT WIDTH DLO WIDT = N DLO HEIG M. PANEL WIDTH 1 Ac 12 1 PANEL HEI HT PER TABLES 1-3 -1\�- i 1 13V 14 14 c o MAX. UNIT 1 3 WOE 14 14 ilao h HEIGHT 1 1 w PER w TABLES 1-3 jY�Y o POCKET j �... I 4-PANEL CONFIGURATIONS 1 iJ 1' is 12 13 NOM, PANEL WIDTH PER TABLES 1-3 MAX. UNIT WIDTH A Ac c cc 1 13 13 1 13 I Jw d0 G 1 1 1 19 19 19 14 � a 1 13 MAX. UNIT 19 19 19 / rc' 1 14 l o y o i a y HEIGHT 1 1 PER TABLES I-3 19 t9 19 POCKET is 5-PANEL CONFIGURATIONS 17 12 s` 1w 3 N VENICF., FL 34275 (941)480-1800 CERT. OFAUTH.,tl29298 JR I CKVS/17 1 C I NO CHANGES THIS SHEET. I MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT 19► SEE HEIGHT o NOTE PER 1s 2, THIS TABLES 1-3 9 SHEEP. .LE � • • • M IOR rn • • -� •• w COVER,*". • i (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) cs o-77o ISNTS I 2 22 I w°mi PGTL?130 OM. PANEL WIDTH - 7" DOOR UNIT HEIGHT-10.125" = DOOR UNIT HEIGHT-1.866" PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date02/17/2020 \11t1 .,li v.L�I1/ y* No. 58705 �,on S7dTF.- ''�� s/ONAL 1SN \\\ • • •A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX. TESTED UNIT WIDTH = 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7/16" @ 96' HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1/4" @ 120" HEIGHT LOCATIONS USING DETAIL " "Kw "KC" INSTALLATION. NOM. PANEL WIDTH Ac w c 1c O EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE PO KE PER TABLES 1-3 t 13 12 t3 1 3 pXXXXp pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION -J`J---- i CAN BE OXXXp. J Jc Gc is s 1s 1s is 1a t4 i � 2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION 13 9LILL- t 1s 1 to 1a i o rc o OF ANY 2 STRAIGHT CONFIGURATIONS. tv1AX. UNIT i j 4 h HEIGHT, 1 13 1s 9 is s is j u� 3) FOR NOM. PANEL WIDTH, SEE TABLES 1,3. 96" OR 120" / / / / Q "X" = OPERABLE PANEL, POCKET j y "O" =INOPERABLE PANEL, "p" = POCKET 6-PANEL CONFIGURATIONS w w F 3 t7. 1 t DETAIL LETTER tr' = WOOD OR METAL INSTALLATION MAX. UNIT WIDTH CJ "c" = CONCRETE INSTALLATION SHEET NUMBER NOM. PANEL WIDTH c w t 13 t 13 t c 3 PER TABLES 1-3 1 3 c 19 s t9 1s 1s 18 1a 12 is J- J Jc DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT= DOOR UNIT HEIGHT - 10.125" w _ PANEL HEIGHT = DOOR UNIT. HEIGHT - 1.866" 1 t i HID g MAX. UNIT HEIGHT 12 13 to 1s x PER TABLES 1-3 � w � � � L� � � � - J PocxEr i 8 1 PANEL WIDTH PER TABLES 1-3 7-PANEL CONFIGURATIONS MAX. UNIT WIDTH DS 1 �3 ec cc 2 1 12 t 2 13 Fc 1 1 13 i PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date02/17/2020 By Nllam -Da duct Contra Jw Jc i 1 13 18 I 19 t9 19 1 13 MAX.UNIT i9 1919 18 19 19 t9 is 1 IwgGT lobo 1 •i 1 L i€ �1ilinuflr PER TABLES1-3 Ia ••• • • PocKET i • • • • N � �( III I •� • • • • •• • • • • • • • • LIGENS Q F _J �__ - • • ••• • 8-PANEL CONFIGURATIONS c • • • • ' • ; ; - _ J No. 58705EOF • ,3 ,w ,3 1 • • • VIE im TECHNOLOGYORNE VENICE, FL 34275 ��°"' • • • •�N* EXAMPLEeoIVF10UR • • • • • • • �� S .... RN. SERIES 770A U A T • • I r I , , it e,:CERT. JR 04A)5H 7 C NO CHANGES THIS SHEET. OFAUTH. #29298 ca°rnoxr . s",exwere sy"s+w: �nrµvx. AT0130 C LYNN MILLER, P.E. • P.E.#557os 9y aro: cn"ar"e o.ro: mrwousrna Ae. SGO.770 NT$ 3 e 22 JR 10/10/f4 'w•"�0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 GLAZING DETAILS (G3, ISM, G4, G4A, G5 & G5A) 7/16" NOM. 7/16' NOM. 1" NOM. 3/16" HS GLASS 3116" HS GLASS 3116" HS GLASS .090" PVB .090" PVB .090" SG 3/16" HS GLASS 3/16" HS GLASS u 74 3/16" HS GLASS 74 3/8" AIR SPACE 74 3/16" T GLASS 82 82 — 83 EXTERIOR Fi 3/4" NOM. EXTERIOR 1. r 3/4" NOM. 3/4" NOM. a GLASS a GLASS 124-127 GLASS 01 B FFE BITE BITE EXTERIOR -- 80 a 80 79 54 54 55 7116" LAMINATED GLASS, TYPE G3 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 9/16" NOM. 9116" NOM. 1" NOM. 3/16" HS GLASS 1/4" HS GLASS 1/4" HS GLASS— .090" PVB 090" PVB 3116" HS GLASS- 1/4" HS GLASS 74 74 5116" AIR SPACE 74 114" T GLASS 82 83 PRODUCT REVISED as complying with the Florida 3/4"NOM. AGLAS�S 314" NOM. Bollding Code NOA-No. 17-0420.12 EXTERIOR EXTE GLASS 124-127 3/4"NOM.GLASS GLAExpiration Date02117/2020 BITE BITE BITE eyEXTERIOR roduct Contz a 9116" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A •• ••• • • • • • • • • • • • • • • 4inu . ` pNY.LYA �Q / • • • • • • • • • • . P��.•' tICENSF GLAZING NOTES: • • • • • • • • • • • = >rr ;' No. 58705 "ANN"=ANNEALED 'HS" = HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. % _- —'O — Ct�/:;z •Qr ` T" =TEMPERED "PVB" = .090" TROSIFOL PVB BY KURARAY AMERICA, INC. 1070TECHNOLOGYORA/E N'v�4IC�PL342T5 --W— • • • • • • • • • • GLAZINGDfTA1LS• • • • • STA<U •ilk` '•°CORIOP.•' "SG"=.090"SENTRYGLASPBYKURARAYAMERICA, INC. SERIES 7706AWM.• GL?_ L24 p • ' ' '%S,ZONAL ENG`` eve�or JR o.r 04/D5/17 AeN"Mc C NO CHANGES THIS SHEET. CERT. OPAUTH. 829298 CO➢YxaHrs]0,7 sm wca.e smy sn.c • re • ✓ 1I I I i • A. LYIN �IILIL�R, P.E. o..,m W. oma cn Oele.� rerRmusrne:g sn. SOD-77D NTS 4 - 22 PGT0130 C P.E.#58705 JR 10110114 ' LMans R£SEA • • • • • • • • • • GLAZING DETAILS (G6 G6A G7, G7A, G8 & G8A) 1" NOM. 7/16" NOM. 1" NOM. 3/16" ANN GLASS 3116" HS GLASS 3116" ANN GLASS 090" SG 090" SG .090" SG 3/16" ANN GLASS 3116" HS GLASS — 74 — 3/16" ANN GLASS 3/8" AIR SPACE 74 3/8" AIR SPACE 74 3116" T GLASS 3/16" T GLASS 62 83 83 EXTERIOR 3/4" NOM. 3/4" NOM. 314" NOM. GLASS 124-127 GLASS tea t27 GLASS BITE BITE g TE EXTERIOR EXTERIOR 80 7s 7s 54 55 55 1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 1" NOM, 9/16" NOM. 1" NOM. 3/16" HS GLASS 3/16" ANN GLASS .090" SG 1/4" ANN GLASS .090" SG 3/16" HS GLASS 3116" ANN GLASS 5116" AIR SPACE 74 1/4" ANN 5/16" AIR SPACE 74 1/4" T GLASS 1/4" T GLASS PRODUCT REVISED 82 as complying with the Florida 83 83 Building Code &GLA NOA-No. 17-0420.12 OM. EXTERIOR 124-127 3/4' NOPA.teat27 Date 02/17/2020 GLASSBITE GLASSExPiratton BITE ByEXTERIOR ��EXTERIOR 1" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE G8A 11 r • • • • • • • • • • • • w_ �.: No. 58705 GLAZING NOTES: "ANN"=ANNEALED "HS" = HEAT STRENGTHENED • • • • . • • SEE SHEET 15 FOR SPACER DETAILS. _ >E _ r'0 I. O;<1 S all "T" = TEMPERED "PVB" _ .090" TROSIFOL• PVB BY KURARAY AMERICA, INC. 1070TECHNOL GYDRIVE N.VENICE, FL34275 o ou" • • • • • • • • • • GLAZING DET11ILS• • • • • • —ter*, D r (� ' •.�( �: ORIOP .• ' • �iS'S� G� '` 0 "SG"=.090"SENTRYGLOBYKURARAYAMERICA,INC. (srl7aeotsa9 d : ,•� • • 77(j,AWM.:WJ- *0 "'/"'lpL1E x".saDr. JR D.m: 04105117 xoN�" C NO CHANGES THIS SNCE7. CERT. OFAUTY4. M298 cormoxroson SERIES S°°'°fibtl'r e� rIV��AW s""'• °•'�'°- • " • • • A. LYNN MILLER, P.E. Ura xr: DI�b: ca"ct"axr. 7 varwuuvmrEx wc. ® scD-77o NTS a 5 22 PGT0130 C P.E.#58T05 dR 107f0/14 .w. mcxrsxesr D ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 1 HbLC 1: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For comer astragal anchorage on 90° or 135' comer units, see sheet 11 Maximum DP for all sizes: +601-60 psf (May be limited by Table IA) Table applies to Glass Types 3, 3A, 5, 5A, 7, 7A, 8 & BA and the Stlle/Astragal Types shown below. Door Unit Height 80" 84" 90" 96' 69-718" DLO 73-718" DLO 79-7/8" DLO 85.71V DLO Anchor Group Anchor Group Anchor Group Anchor Group A B CtD A B C D A B C D A B C D HeadlSill C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 04+1 +1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 24 Jamb 8 8 8 6 8 8 8 8 8 B a 8 8 6 8 DLO P-hook 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 G1+tK7+ C4+1 G1+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 30" Jamb 8 8 B 8 8 8 8 B B 8 8 8 8 8 DLO P-hook 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 1+8 7+8 7+8 7+8 7+8 7+8 He•d/Sill C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+i C4+1 C4+1 C4+1 C4+1 C4+1 36" �O Jamb 8 8 8 8 8 8 8 8 B B 8 8 B B 8 + + 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 HeadlSill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 GF+1 C4+1 C4+1 C4+1 C4+1 E42" 35" Jamb 8 8 8 8 8 B 8 8 8 8 B 8 �o DLO P-hook 6+7 6+7 6+7 8 7+8 7+B 7+8 7+B 7+8 7+8 7+8 7+8 Head/S81 C4+2 C4+2 C4+2 W8+77 2 57+8 C4+2 G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 48' Jamb 8 8 8 88 8B1041"8 DLO P-hook 6+7 8+7 6+7 7+B 748 7+8 7+B 7+8 7+B 7+8 7+8 FOR EXAMPLE ON USING TABLE, 5Et Stitt 16. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. TABLE 1A: Siil Height to Max. (+) DP (Water Infiltration Rating) SIII Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17) Flush - 1-1/2" see note 3 Low - 2-1/2" + 46.67 Medium - 3-1/4" + 60.0 High -4" +60.0 SEE NOTES 1-3 OH LENGTH 2 (0 w 00 OH RATIO 2 1 2 O OH RATIO = OH LENGTH OH HEIGHT DLO WIDTH= NOM. PANEL WIDTH -7" DLO HEIGHT= PRODUCT REVISED DOOR UNIT HEIGHT-10.125" as complying with the Florida Building Code NOA—No. 17-0420.12 PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" Expiration Dato 02/17/2020 Straight Astragal Lockstile @ 90' Astragal Lockstile @ 135' Astragal Lockstile @ Interlock P-hook Lockstile @Jamb Assembly Straight Astragal Assembly 90" Astragal Assembly 135' Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-dutyStlle Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile Standard Astragal OutsideC Outside Inside Corner Comer inside � • • • • • • • • • Corner • • • • • • i Insdede Co Cotnerutside • • • • 000 Part #60 (x2) Part #60 Part #50 Part #60 (Stile) Part #67 (Astragal) Part #60 Part#118((Corner Part #120 (Out.) Part #120 (In.) I • Pans #331j& #32 • Art #6? • Receiver) (Corn. & Fxd Mount) By \�itlllll ill r// i • C1 ,.• 1.VGEN,pF .•(�� No. 58705 t070TECHNOLOGYDRIVE a>e • • • • • • • • •: A �CC� •'•:`�70RIDP .•'•�`�� ntnacaio-i990 DP ANDAN H RAC _ • • • • ENG``� SERIES 77Q ALUM;SGO - P •• CERT. OFAUTH. #29296[UT covrruoxremn P4T e• All RlGNTS RESERVED • •''.s�ONAL •• r I I r it I I 1 t r 1 • • • A. LYNN MILLER, P.E. P.E.# 58705 REVISED TABLE 1. a�wawe.e scD-770 "N* NTS ✓:" •^�* r+^ • 6 d 22 PGT0130 �. air 000 • • • • 000 • • • •• •• • • • •• •• ••• • • • ••• • 0 I Atilt 2: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) Maximum DP for all sizes; +601.60 For Corner astragal anchorage an 90" or 135" carrier units, see sheet 11 (May be limited by Table 2A) Door Unit Height Table to Glass Types 4, 4A, 80, 84" 90" 96" 102" 108" 114" 120" applies 6, 6A, 7, 7A, 8 & 8A and the 69-718" DLO 73-7/8" DLO DLO 85-78" DLO 91-7/8" DLO 97-7/8" DLO 103-7/8- DLO 09-7/B DLO Stile/Astragal Types shown below. Anchor Group Anchor Group Anchor Group Anchor Gmup Anchor Group Anchor Group Anchor Group Anchor Group A 8 C D A B C D A B C D A B C D A 8 C D A B C D A B C D A B C D Heed/Sill C4+1 C4+1 +1 C4+1 C4+1 C4+1 G4+1 C4a•1 C4+1 C4+1 C4+i C4+i C4+1 a+ -I Cif+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 04+1 CA+1 C4+1 C4+1 24" IT' i Jamb 8 8 8 8 8 8 8 8 8 B 8 B 8 8 8 8 10 10 10 10 io 10 10 10 10 10 10 10 10 10 10 10 D. P-hook 6+7 6+7 6+7 6+7 7+6 7+g 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7-8 7+8 8+9 8+9 8+9 8+9 8+9 8+g 8+9 B+9 B+10 9+70 9+10 9+10 9+10 9+10 9+10 9+10 Head/Silt C4+1 Gi+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 30" 23* Jamb 8 e 8 8 8 8 8 8 B 8 a 8 8 8 8 8 10 10 10 10 t0 10 10 10 10 to 10 10 to 10 10 10 DLO P-hook 0+7 6+7 6+7 0+7 7+8 7+8 7+8 7+8 718 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G1+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 CA+1 36" a0 Jamb 8 8 e 8 8 8 8 8 8 8 8 8 8 6 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Id P--hook 6+7 6+7 6+7 8+7 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 HeedlSlll C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4*1 C4+1 C4+1 C4+1 C4+1 GF+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 42" 35" Jamb 8 8 8 8 8 8 8 6 8 8 8 6 8 a 0 8 10 10 10 10 10 10 10 10 10 10 10 10 12 10 10 10 n - DLO P-hook 0+7 8+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 8+10 •E Head/SIII C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CR+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 f-+2 C5+2 C5+2 DLO Jamb 8 8 8 8 8 6 8 8 8 8 8 8 10 8 8 8 to 10 10 10 10 10 10 10 12 10 10 1012 10 10P-hook 48" 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+B 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/SIII C4+2 2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 1. DLO Jamb B 8 8 8 8 8 8 10 8 8 8 10 8 8- 8 Not available in these sizes P-hook 6+7 6*7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+B HeadlSill C4+2 ;r,42 G4+2 C4+2 C4+2 C4+2 G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 60" Jemb B 8 8 8 B 8 8 10 8 8 8 10 8 8 8P-hook DLO 6+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2.1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRIES. UNCHANGED). SEE TABLE 2A. 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. D AS THE TOTAL QUANTITY DIVIDE BY 2 FOR PAIRS TO BE NOM. PANEL WIDTH -7" DLO HEIGHT= OH LENGTH 4 .— DOOR UNIT HEIGHT-10.125" = PANEL HEIGHT = 2 DOOR UNIT HEIGHT-1.866" w O OH RATIO z 1 = O PRODUCT REVISED O as complying with the Florida NOA-ng code NOA-No. 17-0420.12 Expiration Date02/17/2020 6) JAMB ANCHORS ARE SPECIFIE OH RATIO = OH LENGTH INSTALLED. SEE NOTES 1-3 OH HEIGHT ,rrrc 1+ o n1AItC AAIn cLJFFTC 1A P. 10 P70P ACCFAARI Y nPTAII S Sill Height to Max. (+) DP (Water Infiltratlon Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psi Sheet17) Flush -l-1/2" see note Low-2-1/2" +46.67 Medium - 3-1/4" + 60.0 High-4" +60.0 Straight Astragal Lockstile@ 90"Astragal Lockstile@ 135'Astragal Lockstlle@ Interlock P-hook Lockstile@lamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStlle Standard Astragal Outside C Outside Corner Inside Corner b�' � Inside • • •TIV• • • • • • �-k.� Corner Qu side • • • • • Insidelde C°rner' 1 1 C0� r • • • • • • • Part #61(x2) Part 461 Part 961 Part #61(Stile) Part #67 (Astragal) Part #61 Part #61 (Stile) Part #118 (Comer Part #119 (out.) Part #120 (In.) •cartillid ile) a• Parts #31 & #32 • • • Part #61 Receiver) (Corn. & pxd Mount) N. VEMCE FL34275 (941)4 8 0-,6o0 TABLE 2. REMOVED EXAMPLE CERT�OFA_ A28288 uc • D AND ANfHORA(lE� • • • SERIES 77 UM• GD - M MrA �T • • Ss D-770 NTS e�7 22 P&0130�L ltnut A : �k _ :• No. 56705 -_ _�O SFA E� r .1 G, S G: • A. LY NtER, P.E. • P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) Maximum DP shown below For corner astragal anchorage an 90' or 135' comer units, see sheet 11 (May be limited by Table 3A) Door Unit Halht to Glass 4, 4A, 80° 84" 90" 96" 102" 108" Table applies Types 6, GA, 7, 7A, 6 & 8A and the 69-718' DLO 737/B" DLO 79-718" DLO 85-7/8" DLO 91.7l8" DLO 97-718 DLO Anchor Group Anchor Group Anc hor Group Anc horGroup Anchor Group Anchor Group StilelAstragal types shown below. A B C D A I B I C D 1 A I B I C D A j_B 1 C 1 D A -.I B 1 C I D A B C I D Des! n Pressure +/--90.0 r +I-W.5 psf + -7 .0 psi 17" Heatl/Sill 04+1 C4+1 C4+1 C4+1 'C4+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 24" DLO Jamb 8 B B 8 B 8 8 8 B B B 8 8 8 B- 8 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+B 7+0 7+8 7+B 7+8 8+9 8+9 8+9 8+9 B+9 8+9 a+9 8+9 Daslgn Pressure +/-90.0 Psr +/-82.6 psf +/-75.0 psi 23" Heatl/SRI C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+t C4+1 C4+t C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 G4+1 DLO Jamb 8 8 B B 8 8 8 8 10 8 8 8 10 8 "8 8 10 10 10 10 10 10 10 10 r �' P•trook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+6 7+0 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 Design Pressure +/--90.0 psf +/-B2.5 psi +/-75.0 psf m 29" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 a DLO Jamb 10 B 8 8 10 8 B 8 10 B 8 8 12 10 8 8 12 10 10 10 10 10 10 10 c P-hook 6+7 6+7 6+7 6+7 7+8 7+B 7+6 7+8 7+8 7+B 7+8 7+B 8+9 8+9 8+9 8+9. 8+9 0+9 8+9 8+9 8+9 E1+9 8+9 8+9 E Design Pressure +/.90,0 psr +1-82.5 psf +/--75.0 psf Z 36' Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C5+Z C5+2 CS+2 C5+2 05+2 C5+2 05+2 C5+2 C5+2 C6+2 C5+2 C5+2 05+2 C5+2 4T 10 8 8 8 10 8 B 8 12 10 8 B 12 10 8 8 12 10 t0 10 12 10 10 10 DLO Jamb P-hook 7+8 7+8 7+8 7+8 7+8 7+8 748 7+8 8+9 8+9 8+9 a+s 8+9 8+9 8+9 8+9 0+9 8+9 B+9 8+9 8+9 1 8+9 8+9 8+9 Design Pressure +/-90.0 ps/ I See Note A ow +/-82.5 psi +/-75.0 psf 41" Head/Slll C5+2 C5+2 C4+2 C4+2 CS+2 CS+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C6+2 C6+2 +2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 DLO Jemb 10 8 8 8 12 10 8 8 12 10 8 8 14 12 8 8 14 12 10 10 14 10 10 10 P-twok 7+8 7+8 7+8 7+8 8+9 8+9 8+9 B+9 8+9 8+9 8+9 8+9 9+10 9+10 +10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 V„vy-VEXAMPLEONSHEET9 NOTES; 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. DLO WIDTH = 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES NOM. PANEL WIDTH - 7" UNCHANGED). SEE TABLE 3A. 3) 4',3-1/4' AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE. IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN DLO HEIGHT = DOOR UNIT HEIGHT - 10.125' TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT = BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. n v is mn\ ACCFa,1RI v nFTAII C THE FOLLOWING S1 Interlock ILL tL Ati I"UAL P-hook I lrca aMALl oc ux Lockstile @lamb 1-1,--., Straight Astragal Assembly --- -"-•._ Lockstile @ Straight Astragal •-•.......- - 90' Astragal Assembly --'--.----- -- Lockstile @ 90'Astragal - -- 135' Astragal Assembly Lockstile @ 135' Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Astragal Outside Corner Outside Inside Corner Corner Inside Outside • • • • • • InsideCorner Corner Corner • • • • • • Pari #61 (x2) Part#61 Part #61 Part 461 (Stile) Part #61 Part #61 (Stile) Part 4118 (Corner Part #119 (Out.) part #120 (In.) Pari•It l Stl�)• Parts # 1 & # 2 • • • art #6i part #68 (Astragal) Receiver) (Corn. & Fxd Mount) TALI G'!A- Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see pressure, psf Sheet 17) Flush-1-1/2" see note 3 Low - 2-1/2' + 46.67 Medium - 3-1/4" + 60.0 High - 4" + 90.0 titt NU ItJ 1ti7 OH LENGTH F 2 w 6 2 I OHRATIOz1 O OH RATIO = OH LENGTH OH HEIGHT PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 By \11111 nln/ • ;� • 3 �; No. 58705 _ fo M. VENICE FL�3+275 DPAND ANCH0RAt3E YDRIVE • • • • • • • • • • • %(0 ' 40RIOP,,."A U' 00 CERT. OFAUTH1e 92920 SERIES 770 ASER 770A S LRU C • • •C • • • • i'�.�NALI REVISED TABLE 3, ADDED EXAMPLE covrwORreaxr r.+..+Ioan sa.� �+.v • °'^i°'0^'� • ^" •4. LYNN MILLER, P.E. ova; xrurousrwea aA eJ SOD-770 NTS 6 " 12 PGT0130 i. P.E.# 58705 Att NfJlrS PESBivm ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NO FRAME "9+10" P-HOOK ANCHORAGE CONSISTS OF: SEE "C5' CLUSTER SEE JAMB (9) P-HOOK ANCHORS, SEE "C5" CLUSTER MAX. UNIT WIDTH DETAILS, SHEET 10 SEE " CLUSTER DETAILS, SPLICE FOR ASTRAGAL REQUIRED @ (PERPENDICULAR TO GLASS DETAILS, SHEET 10 FOR REQUIRES "C6" SHEETT 10 FOR INTERLOCK NOTE, THIS EXTERIOR PLANE) SEE TABLE 2, SHEET 7 INTERLOCK 24" MAX. O.C. POCKETS AND \ 48" NOM. CLUSTER, SEE DETAILS, SHEET 11 x SHEET SEE POCKET 10 P-HOOK PANEL WIDTH () r------- _ x x j �j �\ x x x x x x 0"MAX JAMB MOUNTING x x INSTALLATION, ADAPTER 6" MAx. THIS SHEET ANCHORS MIDWAY 1 0' 3' MAX. & SHEET 14 BETWEEN P-HOOK i lo� I 4 PAIRS OF ANCHORS & AT 3" I x = FRAME x 1 ANCHORS x FROM TOP & r< 14" MAX. O.C. I OI o ANCHORS 96" (TOTALS o UNIT 21"MAX• ANCHORS) BOTTOM zaI �oi 4.051" I 8" MAX. TO OPENING y o I ® I I i 0 ®= P-HOOK HEIGHT O.C. PER JAMB JAMB x� EDGE OF POCKET SEE a of —� O x (SEE a I®I 1a'MAX OC ANCHORS DETAIL INSTALLATION ow off-- z BELOW) DETAILS'Jc'&'Kc', >� I®I 11 M o=P-HOOK 0 0' END PANEL SHEET 14 &PART i � e MOUNTING 24" MAX. ANCHORAGE DETAILS'J' &'K'3" MAX. ADAPTER (2 ANCHORS) SHEET 19 FOR jANCHORS xA O.C. P-HOOK 1------6"MAX xxx " +2" x x PANEL xx J�END xx fix"MXx. (SEE x+x2 SKETCH BELOW)ANCHORAGE ANCHORS END PANEL x xx x x ANCHORAGE ANCHORAGE (SFE SKETCH BELOW) �.+2' ^+2" "+2" ANCHORAGE AN 8' MAX-, TYP. ANCHORAGE CENTERLINE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24" MAX. EXAMPLE' 5-PANEL 2 TRACK 90° OUTSIDE CORNER - pXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN: O.C. 48" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) 6, SPLICE NOTE: NON-STRUCTURAL ✓f ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED T 48" NOM. PANEL WIDTH 3.5" 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: CENTERLINE OF INTERLOCK HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE SEE "C5" CLUSTE R TABLES, SHEETS 6-8 AT EACH INTERLOCK AND DETAILS, SHEET STRAIGHT AND CORNER ASTRAGAL LOCATION, FOR INTERLOCK PLUS SPECIFIED QUANTITY OF ADDITIONAL "+2" ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM. AS NEEDED TO ALIGN THE EXTERIOR HEAD OR SILL IF A SPLICE 21 ^ E OCCURS AT THE P-HOOK. MAX. PRODUCT REVISED O.C. as complying with the Florida Building Code NOA-No. 17-0420.12 5.64" Expiration Date2/17/2020 6" MAX. By / Mlami-Da roduct Control CENTERLINE JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR U.C. (JAMBS), 14" MAX. ANCHOR OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE �2-TRAGIC P-NOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB "+2" ANCHORAGE ANCHOR PAIR REQUIRES SEE "C5" CLUSTER END PANEL CENTERLINE "C6" CLUSTER, SEE CENTERLINE �•�—OF DETAILS, SHEET 10 OF ANCHORAGE DETAILS, SHEET 11 I WTERLOCK FOR ASTRAGAL (+ASTRAGAL (2 ANCHORS) MAX.S. 4 051" 3 5" A I • 4/1 L — ••: J I Zi • • UCENgF••.�C a -.. • EXTERIOR V CENTERLINE "+2" ANCHORAGE Lr— CENTERLINE +2" ANCHORAGE L� ENT L NE 1 OF PANEL 3 I OF PANEL 4 I OF PANEL 5 * : NO. 58705 *= : C( SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS • $ 1070 TEC )CE, FL YDR/VE N. VENICE, FL 34275 (8ai)aeai5o0 CERT.OFAUTH.82818B RT. ANCHORAGE SPACING& EXAMPLE ALAI�VS • � � •A' TE OF A .(elL� i,'(1' �.I ORIOA,.NG\�� rNAI�,��` � SERIES770AL SG -LlUfl P C • • R Y JR o04A)5/17 C' CORRE CTED EXAMPLE TO UPDATED ANCHOR VALUES. sm^m n,.»"'aH^• FC °" • F.E. w. L4i.E.# oa JR o.a: i0/10114 a . o.r: ror- ..A ,W.WORl9RE6ERVED GO SCD-770 SITS 6 9 M • 22 • PGT0130 F.E.M 50705 58705, ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6" DIAG. SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 2.04" ASTRAGAL OR INTERLOCK -'-['-IF NEEDED 2.04" INTERLOCK -IF NEEDED INTERLOCK i CONDITION, USE CENTERLINE CENTERLINE I CENTERLINE C6" CLUSTER DETAIL) 1.75" EXTERIOR 6"DIAG. 3.5" 7" 7" 3.5" 21" F 1.75" q� DIA 4" DIAG. MAX. EXTERIOR 2.04" 2.04" 21" �✓ 2.04" MAX. 4' DIAG. 7� 3.5" O.C. EXTERIOR 3'S 7^ 7 EXTERIOR EXTERIOR V 7„ 6' MAX. 2-TRACK FRAME HEAD/SILL `� 2-TRACK FRAME HEAD/SILL `� 2-TRACK FRAME HEAD/SILL 5.64" @a ASTRAGAL OR INTERLOCK (Q ASTRAGAL OR INTERLOCK (� ASTRAGAL OR INTERLOCK 2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6" MAX. ANCHORS ARE REQUIRED, "C4') ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6") ANCHOR PAIR T— ASTRAGAL OR SPLICE LOCATION INTERLOCK -��IF NEEDED CENTERLINE I 3.5" 4.08 EXTERIOR 7„ 3-TRACK FRAME HEADISILL Qa ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR SPLICE LOCATION INTERLOCK --[-IF NEEDED CENTERLINE 4-TRACK FRAME HEAD/SILL (5) ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") 04Im7 - C - I NO CIIANGES THIS SHEET. ASTRAGAL OR (FOR SPLICE INTERLOCK'" -I CONDITION, USE CENTERLINE I "06" CLUSTER DETAIL) 3.5" 2.04" 4.08" EXTERIOR 4" DIAG. EXTERIO 7" n V 3-TRACK FRAME HEAD/SILL v (p) ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") ASTRAGAL OR II (FOR SPLICE K I INTERLOCCONDITION, USE CENTERLINE i "C6" CLUSTER DETAIL) EXTERIOR lu 4-TRACK FRAME HEAD/SILL (8 ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "CT) N. VEMCE, FL 34275 1%41) 480-1600 CERT. OFAUM.. #29296 Atl ASTRAGAL OR SPLICE LOCATION INTERLOCK�IF NEEDED CENTERLINE �^j 3.5" lam— 7" -t-�1 I 2.04' --I 3.--►i 3.5' 3-TRACK FRAME HEAD/SILL (rD ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR (FOR SPLICE INTERLOCK +) CONDITION, DO NOT ncm7pRI 1mr USE THIS DETAIL) 4" XTERIOR b 4„ !.04" 4-TRACK 6" DIAG. FRAME JAMB 2.04" EXTERIOR ANCHOR PAIR ANCHORS MAY BE INSTALLED 21" EITHER IN THE EXT. OR INT. MAX, TRACK (INT. SHOWN) O.C. NOTES: 4 5 64„ 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 6" MAX. 2. FOR HEAD OR SILL SPLICE LOCATIONSIANCHORAGE AT 3-TRACK FRAME JAMB P-HOOK SEE SHEET 9. ANCHOR PAIR FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION IF- NEEDED +- - 7" --� 3.5" I �I-• 3.5t I'-•• • V: • 4-TRACK FRAM6FiEADlyiLL. • • • • • Q) ASTRAGAOM INTERLOCK • • • • • (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") WITH & WITHOUT SPLICE CONDITION AN HORAGE, EKAWLE CLWSTEW • • • rnx • • SERIES 770 ANg. $ D • L I P CT • • SGD-770 I NTS 10 a 22 J�VPG70130 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Data 02/17/2020 Ely • • `�� Y LYNN� C1�,.•' .IGENSF •. /�� C *• : No. 58705 -0 STATE OF ` 4� • • �1 j1111111\\\\ • • • A. LYNN MILLER, P.E. P.E.B 58705 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.04" 2.04" INTERIOR 2.04" NTERIOR 2,04° "+1" ANCHOR INTERIOR i INTERIOR 7„ - ?4'DIAG.11\ ?-.1 DIAG. 8.94" 6.12" 6.12" 3.5" 3.5" INTERIOR INTERIOR INTERIO �1 INTERIOR i I _ CENTERLINE 90 3. " j` EXTERIOR _ EXTERIOR 4" DIAG. ° 4"DIAG. OF PANEL J --I 3.> 4�,. 2.04^ EXTERIOR 90" CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") 4.08" INTERIOR 4„ INTERIOR 4.08" 2.04 EXTERIOR 90° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") EXTERIOR 3INTERIOR -• 7" 1 3.5"--�-I 4„ EXTERIOR 7' 90° CORNER 3-TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) INTERIOR .0.12' 4.08" 2.04" J EXTERIOR -,\ 4 135° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, " INTERIOR 2.04" J � XT 7" � 4 EXTERIOR 8.94" 135° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") "+2" ANCHOR 2.04" 4"DIAG. 43.5" CENTERLINE OF PANEL 4.08 "+l" ANCHOR "+3" ANCHOR 7.41" I 'f�13.5"V EXTERIOR 7" 4" 135' CORNER 3-TRACK FRAME HEAD/SILL ("C(3" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) INTERIOR 2.04" EXTERIOR 4 INTERIOR 5,88" 3.5" 135" 7" 15.12" 1 i 4" DIAG. \ \7 I KF— 6.12" 2.04" J �--►-I 3 4" 4"DIAG.—�-� 3.5" 4" EXTERIOR 7" EXTERIOR 90° CORNER 135° CORNER 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL (-CgW ANCHOR CLUSTER REQUIRED ("C8" ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1070TECHNOLOGYDRIVE 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE N. VENICE, FL: 34275 r IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. P41)480-16 IL xey. JR p1a Od/05H7 R°Wi°m: C NO CHANGES THIS SHEET. CERT. OFAUTH. A29296 croorax:M,a p11 Uz"n9y JR 1aiai4 r�"U� U"M' PGTAW1.6fRiPF, ING 2.04" 4" DIAG. EXTERIOR i. 3.5" 7" CENTERLINE CENTERLINE OF PANEL 4 OF PANEL 2-TRACK FRAME HEAD/SILL INTERIOR AOL+2" ANCHOR INTERMEDIATE ANCHOR LAYOUT EXTERIOR L VIEWS V 4" DIAG. PRODUCT REVISED as complying with the Florida Building Cade 2.04" NOA-No. 17-0420.12 Expiration 02te02/1712020 CENTERLINE OF PANEL sy Miami -Dad roduct Control 2.04" +3"ANCHOR 40 . L�- - — 4.1 DJ EXTERIOR 'f � 3.5" • • CENTERL• • • • tllllll/ J • _INL• • • • • • \��pNY LYNN 77r� i OF N • • • • • • Y �.1JCEN,pF , C��% 4-TRACK FRp(�yE•HEppIZLL • � • • • : � j * ; No. 58705 INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) ANCHORAGE, I0 MPLVCLUSTERS • • •','S ti•.<oRiDr •'NG�� SERIES 770 S - dtf IVPZCr• • • • ON TAIL iE W— • n"w 1b • a,. •1. LYNN MILLER, P.E. SGO-770 NTS 11 N 22 PGT0130 C R.E,it561M ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1116" ` EXTERIOR _ 114" cj _ MAX. j SHIM EMBEDMENT: T ` f SEE TABLE A, J SHEET 1 2X WOOD WOOD ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 40) 2-TRACK FRAME HEAD w WOOD INSTALLATION WOOD ANCHOR TYP., 2X WOOD SEE ANCHOR NOTES TYP., SEE ANCH & TABLE A, SHEET 1 NOTE 3, SHEET SEEANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EXTERIOR I EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 E 2-TRACK FRAME SILL Dw WOOD INSTALLATION OR 1 EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 F EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 2.1 /16" ` 1/4" 2-1 /16" ' / MAX. EXTERIOR `� �� SHIM EXTERIOR 2X WOOD / WOOD ANCHOR TYP., TYP., SEE ANCHOR L SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 3-TRACK FRAME HEAD WOOD INSTALLATION WOODANCHORTYR, 2X WOOD SEE ANCHOR NOTES TYP., SEE ANCH SEE & TABLE A, SHEET 1 7 NOTE 3, SHEET ANCHOR NOTE 5, SHEET 1�, (1/4" MAX.) EXTERIOR a 2-1/16"' EDGE DISTANCE: SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 3-TRACK FRAME SILL Ew WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 yi EMBEDMENT: SEE TABLE A, SHEET EDGE DISTANCE: 2X WOOD EDGE DISTANCE: 2X WOOD O; SEETABLEA, SHEET 1 TYP., SEE ANCHOR SEE TABLE A, SHEET 1 TYP., SEE ANCHOR NOTE 3, SHEET 1 NOTE 3, SHEET 1 WOOD ANCHOR TYP.. WOOD ANCHOR TYP., SEE ANCHOR NOTES SEE ANCHOR NOTES & TABLE A. SHEET 1 & TABLE A, SHEET 1 EXTERIOR V 1/4" MAX. SHIM I I^— EXTERIOR ID 1/4" MAX. SHIM F�-- 2-TRACK FRAME JAMB Gw WOOD INSTALLATION .ro; a"wvr 0405%7 C . NO CHANGES THIS SHEET. 3-TRACK FRAME JAMB Hw WOOD INSTALLATION N. VENICE, FL U276 (941)480-1600 CERT. OFAUTH. OM96 LVPYlWNTOT0IT axreiawn:�s. rs. .w.x�cHwHest7xeo METAL TYP., SMS ANCHOR TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 4, SHEET 1 & TABLE A, SHEET 1 ta 4-TRACK FRAME HEAD Cw METAL INSTALLATION SMS ANCHOR TYP., MET OR SEE ANCHOR NOTES SEE A SEE & TABLE A, SHEET 1 NOTE 4, ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) o• EXTERIOR a 4-TRACK FRAME SILL w FMETAL INSTALLATION MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE NOTES: 1/4" 1. ALL DIMENSIONS MAX. SHOWN ARE BASED SHIM ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. ' DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE AL TYP., DETAILS, SHEETS 10 & 11. NCHOR SHFET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, METAL TYP., SHEET 1 SEEANCHOR NOTE 4, SHEET 1 2-1 /16" ` SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 MIN. OF 3 • • • THj EAD•S • EXTERIOR • • • BEYB�N6THG • • �METAL T 1/4" MAX. SHIM • • • • • 4-TRACK FRAME JAMB Iw METAL INSTALLATION SERIES 770 A U . S D - NM EMPAClT • • • W,MbIN' 9 nt • om .v N6 Ib . Sco-770 NTS 12 22 •PGToi�o 0 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE _EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Data 02/17/2020 ;mooq ` srd 0 '44; • • ONAILON \`' • • •A LYNNIMILLh'P P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • INSTALLATION DETAILS CONCRETE EDGE DISTANCE: SEE TABLE ASHEET 1 CONCRETE PER TABLE , �— 2-1116" " PAER TABLE , SHEET 1 A, SHEET 1 EXTERIORI[rrTa I�• EMBEDM Jt} 114" EOTE SEE TABLE A,I— MAX / SHEET 1SHIM \ PROPERLY SECURED 1TE ANCHOR TYP., WOOD BUCK TYP., SEEHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 2-TRACK FRAME HEAD K�Sc7 CONCRETE INSTALLATION CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEEANCHOR NOTES SHEET 1 (1/4" MAX.) A. EXTERIOR I EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TAB LE A, SHEET CONCRETE PER TABLE A, SHEET 1 [OR I 0 L 1/4" EXTERIOR I MAX. a SHIM PROPERLYSECUREDIX CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 3-TRACK FRAME HEAD 13c CONCRETE INSTALLATION - EMBEDMENT: SEE TABLE A, SHEET 1 NOTES: EDGE DISTANCE: 1. ALL DIMENSIONS SEE TABLE A, SHEET 1 SHOWN ARE BASED ON MIN. ALLOWED. 1/4" • DIAGONAL O.C. IS MIN 4" (HEAD & SILL) SHIM OR 6" (JAMB) SEE j DETAILS, SHEETS I 10 & 11. tIRLYURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 da 4-TRACK FRAME HEAD Cc CONCRETE INSTALLATION PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 SEE ANCHOR SEE ANCHOR NOTE 5, NOTE 5, SHEET 1 SHEET 1� II 1 /4"MAX (1/4"MAX.)MAX.) _;... :::y— 1 EXTERIOR ILL a 2-1/16"" EXTERIOR I a EDGE DISTANCE: CONCRETE EDGE DISTANCE: L% JNL:RL' It EDGE DISTANCE: _ SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL Oc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Pc CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 ffr --[--1 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: EMBEDMENT: SEE 1 CONC./CMU ANCHOR SEE TABLE A, TABLE A, SHEET 1 —�I —J TYP., SEE ANCHOR SHEET 1 EDGE DISTANCE: NOTES & TABLE A, PROPERLY SECURED SEE TABLE A, SHEET 1 2-1/16" " 1X WOOD BUCK TYP., I SHEET 1 SEE ANCHOR NOTE 3, SHEET 1 PROPERLY SECURED CONC./CMU ANCHOR .2-1/16°' 1X WOOD BUCK TYP., TYP., SEE ANCHORsso SEE ANCHOR NOTE 3. CONCRETE NOTES & TABLE A, SHEET 1 LnPERTABLE OR CMU SHEETI -� CONCRETE PERTABLE EXTERIOR .._._ OR CMU EXTERIOR A, SHEET 1 V 1/4" MAX. SHIM Ir— nn A, SHEET 1 V 1/4" MAX. SHIM --� F-+-- 2-TRACK FRAME JAMB Gc CONCRETE/CMU INSTALLATION 3-TRACK FRAME JAMB He ! ONCRETEICMU INSTALLATION I JR 104A5g7 I C I NO CHANGES THIS SHEET. _ I N. VENICE, FL 342M (941)480.1800 CERT. OFAUTH. #29296 ccvnuarrtomr CONCRETE PER TABLE A, SHEET 1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0420.12 EDGE DISTANCE: Exptration Date PROPERLY SECURED SEE TABLE A, r 1X WOOD BUCK TYP., SHEET 1 Miami -Da rt SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR 2-1/16" TYP., SEE ANCHOR NOTES & TABLE A, SHEET CONCRETE OR CMU EXTERIQR .+�: • •�t�T�BL rl • :.• • •A �H4tTf 1 /4" MAX. EI?IM �•+-- • • • • • 4-TRACK FRAME JAMB Ic CONCRETE/CMU INSTALLATION ANCHORAGE04T,4AilS • • • • • • • • SERIES 770 411ki. S -i ! A T • • • SwAMAeGeI; sml,: • SMt 0.22 SGD-770 NTS 13 d 22 PGTO130 w` ��• •.• �ICEN,pF `�F No. 5870S� ' � •' � , / FLORID?`. •G\�� • +,/ ONAL Et,� • • A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS FRAMEJAMB REQUIRED AT ALL INSIDE POCKETS EMBEDMENT:SLE TO PREVENT WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYR, INFILTRATION _ SEE ANCHOR NOTES EMBEDMENT: & TABLE A, SHEET 1 SEE TABLE A, _ _ (ALSO SEE TYP. SHEET 1 28 ILLUSTRATION, SHEET 9) DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: _ SEE TABLE A, 26 EXTERIOR SHEET 1 PHOOK WOOD ANCHOR TYP., lul P-HOOK SEE ANCHOR NOTES / CONCRETE OR & TABLE A, SHEET 1 J CMU PER TABLE (ALSO SEE TYP. _ 2.693" MIN. A, SHEET 1 ILLUSTRATION, SHEET 9) EDGE DISTANCE . FOR USE WITH FLAT SILL RISERS 4aP-HOOK Jv+ PARTS #18, #20, #22 OR #24. WOOD INSTALLATION EXTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION 2.693" MIN. —►1I EDGE I DISTANCE + CONC./CMU ANCHOR TYP., SEE 2E ANCHOR NOTES & TABLE A, SHEET 1 1-1/4" MIN. EDGE DISTANCE EXTERIOR 28 n P-HOOK MOUNTING ADAPTER CONC./CMU ANCHOR TYR SEE ANCHOR NOTES & TABLE EMBEDMENT: SEE A,SHEET 1 TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH ANY SILL RISER Jc PARTS #18 #20, #22 OR #24, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEEANCHOR EMBEDMENT: SEE P-HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE ADAPTER CONCJGMU NOTE 4, SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A, SHEET 1 ANCHOR TYP., SEE MIN. OF 3 THREADS TABLE A, SHEET 1 ANCHOR TYP., SEE A, SHEET 1 ANCHOR NOTES &TABLE BEYOND THE METAL ANCHOR NOTES : , r : A, SHEET 1 SUBSTRATE 28 & TABLE A, SHEET 1 EMBEDMENT: ;`.F ": "-' (ALSO SEE TYP. (ALSO SEE TYP. SEE TABLE AILLUSTRATION, SHEET 9) , ILLUSTRATI ON, 28 EMBEDMENT: 1 SHEET9) SHEET1 SEE TABLE A, EDGE DISSHEET 1 STANCE:SEE SHEET 1 TABLE A,T1.1/4" MIN. EDGE DISTANCE NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A, SHEET 1 FOR ALL APPROVED SUBSTRATES. 3. SEE TABES 1-3, SHEETS 6-8 FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date-02/17/2020 P-HOOK SMS ANCHOR TYP., / EXTERIOR SEE ANCHOR NOTES J n P-HOOK CONCJCMU EXTERIOR ANCHOR TYP., SEE & TABLE A, SHEET 1 V ANCHOR NOTES & TABLE (ALSO SEE TYP. 2.693" MIN, A, SHEET 1 2.693" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) �iillllnl�lj P-HOOK FOR USE WITH BOX SILL RISERS ®P-HOOK FOR USE WITH BOK611-bRISERS • • • • • • • • • • • I, • ` • • • • • • • N4/ ", Kw PARTS #19, #21, #23 OR #25, EXTERIOR Kc PARTS #19, #21, #23 OR 5, INSTALLATIO EX 10 : ,��.... w P;' METAL INSTALLATION CONCRETE • • • • MOIWNT• • • • • • • • • F ; (SEE TABLES 1A, 2A & 3A MOUNT (SEE TABLES 1A, 2A & 3A • • • • • • • • • _� �.:' No. 58705 ' •� FOR WATER RATINGS) ONLY FOR WATER RATINGS) "±Y- •' 1070 TECHNOLOGYDRIVE N. VENICE, FL 34275 • • • ANCHORAGE D%AIt: • • / t� •' F40RIDA„••' (941)460-1600 • • • so 0 0 • /ONAL F o.m Rem - CERT.OFAUTH. d292.95 SERIES 770 A S - Ltt'i • I I I I I I 1, iP`.E� A75/17 CHANGES THIS SHEET- e uifVrrEu •s,ymS„GaD,� n.rt • a. T�11�0 •A�L'YNNI . roNtsO• om+JnR sr a+0K4' cnuCt. _ wvac.orRrnIOrowMuosSxmarErtcSsmO JR 10/iDO •770 NTS 14 P.E.#687D5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONFIG. EXAMPLES HEADER DETAIL'A', SHEET 18; INSTALLATION DETAILS'Aw' &'AC', SHEETS 12 & 13 NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB ORASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. SILL DETAIL'D', SHEET 18; J INSTALLATION DETAILS 'Dw' &'Dc'. SHEETS 12 & 13 PANEL CORNER DETAIL MAX. UNIT WIDTH MAX. DLO_ _W I DTH PANEL PANEL TYPE TYPE QS' NOM. M 5 PANEL PANEL WIDTH TYP HEIGHT PER NOTE 2 TABLES 1-3 [SEE X #10 X 1-1/2" PH SMS NOM, PANEL WIDTH 1. TYP. PER TABLES 1-3 INTERIOR EXTERIOR PANEL 90" TYPE PANEL CORNER DETAIL'N2', 'AS' TYPE SHEET 19 & CORNER K ANCHORAGE SHEET 11 MAX. UNIT / MAX HEIGHT INTERLOCK DETAIL DLO PER 'M', SHEET 19 / HEIGHT TABLES EXTERIOR INTERIOR 1 1-3 - 90° EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX/XX SILICONE STRUCTURAL SILICONE STRUCTURAL SILICONE FOAM BY OTHERS POLYISOBUTYLENE 1/4" NOM. WITH WITH DESICCANT DESICCANT EXT. GLASS EX7. GLASCY #8 X 1" ,( /1 PH SMS FRAME CORNER DETAIL Part# I Description Material 124 Kommerling 4SG TPS Spacer System 125 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 126 Quanex Duroseal Spacer Materials 127 Cardinal XL Edge Spacer I JR I ON9fi/17 I C I NO CHANGES THIS SHEET I WIDTH JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS 'GW &'Gc', SHEETS 12 & 13 DLO WIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT = DOOR UNIT HEIGHT- 10.125' PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" --HOT-MELTBUTYL INT. CLASS "' U '—INT. GLASS za KODISPACE 4SG TPS ,zs SUPER SPACERONXTTA1 PRODUCT REVISED as complying with the Florida Building Code NOA-Ne. 17-0420.12 Expiration Da 2/17/2020 B Rt1WUNUt MtN1 POLYISO- DESICCANT FILL AREA BUTYLENE a 5110" NOM. 5/16"NOM. SEAL BUTYL & SILICONE SEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEEL EXT.GLASS EXT. GLASS `i„I I I I I I1// • • • • • • • • • l �'C ,.• LIGENSF •• �� INT. GLASS • • INA GLASS• • • • • • • • • • • • Qi '�77 S - s!•,• No. 58705 ,z� ,zT DURASEAL®SPACER XL EDGETMSPACER= 9 : j �G O.A STA pRI •• • 070TECHNOLOGYDRrVE N. FL N2 EE�H4EA �0• s.F�9 VOPG�VENICE, • 'r I I i l I i o `` SERIES 770 ALWb SG4 • Lk 10PACt • CERT. OFAUTH. 029M ocwyy ..I? • •. LYNN MILLER, F.E. aw.fwrt sue: °a a..nann• • •r �C * �Mm • SOD-770 NTS 15 - 22 PGTO130 P.E.#sa7.05 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONFIG. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 M', SHEET 19 OPERABLE JAMB DETAIL'G3% SHEET 18; (- � —ay—INSTALLATION DETAILS'Gw' &'Gc', SHEETS 12 & 13 IXED JAMB DETAIL'GT, ASTRAGAL HEADER DETAIL'A', SHEET HEADER DETAIL'A', SHEET 18; SHEET 18; INSTALLATION DETAILS'L1' & 18: INSTALLATION DETAILS INSTALLATION DETAILS'Aw' &'Ac', DETAILS'Gw' &'Gc', L2, SHEET 19 'AW &'Ac', SHEETS 12 & 137 SHEETS 12 & 13 SHEETS 12 & 13 �( / 90° \ PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' 'D' 'A' MA NOM. PANEL / / UN HEIC WIDTH TYP. PE MAX. PER SEE TABI DLO TABLES 1-3 NOTE 2, 1-1 HEIGHT SHEET 15 0 X X MAX UNIT WIDTH TYPE A' r IT SILL DETAIL 'D', SHEET ES 18; MAX INSTALL DLO DETAILS HEIGHT 'DW &'Dc', ,.J� SHEETS 12 ✓ & 13 . X PANEL PANEL TYPE TYPE 'CS' OS' NOM. PANEL / WIDTH TYP. PER TABLES 1-3 E;llllia MAX. DLO VIDTh TYP. PANEL TYPE K, MAX. UNIT / HEIGHT PER SEE TABLES NOTE 2, 1-3 AEET 15 a 18; MAX. UNIT WIDTH—� PANEL CORNER EXAMPLE: OXXX SILL DETAIL'D', SHEET INSTALLATION DETAILS CONSTRUCTION 2-TRACK 'Dv.( &'De, SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER - XX= (2-TRACK) DETAILS SHEET 15 _ JAMB DETAIL'IT, SHEET 18; ASTRAGAL DETAILS'LT & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'IW & JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS 'Gw' &'Gc', SHEETS 12 & 13 V INTERLOCK DETAIL M', SHEET 19 90' OUTSIDE CORNER DETAIL'N1 % SHEET 19 & CORNER ANCHORAGE `SHEET 11 i/ INTERIOR EXTERIOR NOM. PANEL WIDTH TYP. PER TABLES 1-3 UNIT WIDTH 1 L2, SHEET 19,� INTERLOCK DETAIL'M', SHEET 19 'lie, SHEETS 12 1,13 HEADER DETAIL'C', SHEET HEADER DETAIL /-1 1 18; INSTALLATION DETAILS --J ETAIL'H2', SHEET P-HOOK DETAIL'J&'K', SHEET '13% SHEET 18; l Cw' &'Cc', SHEETS 12 & 13 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION 'Hw' &'Hc', SHEETS 12 & 13 Jc', 'Kw' &'Kc', SHEET 14 DETAILS 'Bw'&'Bc', DETAILS'Iw' &'Ic', SHEETS 12 & 13 SHEETS 12 & 13 MAX HEI P TA 1 TAB r--- MAX. UNIT WIDTH ^ PANEL PANEL PANEL PANEL i, TYPE TYPE TYPE TYPE ,R, ,L, M. ,F, I UNIT NOM. w' & T PANEL WIDTH TYP. z ti w ER EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18 (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS Ew' &'Ec', SHEETS 12 & 13 I la" 1 N I17 I C I NO CHANGES THIS SHEET. I N VENICE, FL 34275 (941) 0641600 CERT.. OFAUTH. n9296 CO➢YRIf,IlfO . PoiM0U81IL£9. N'C. r-- MAX. UNIT WIDTH ---� PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE .M. 'F' 'F' IF, M NOM. UN / PANEL / HEI WIDTH TYP. PE SEE MAX. PER TAB OTE 2, DLO TABLES 1-3 1- SHEET 15 HEIGHT X 0 • • • EXAMPLE: XXXO (4-TRACK, BY-PASS) AX, IT GHT R LES 3 SlItETAR" SHEtt18• INSTALLATION DETAILS 'FW &'Fe', SHEETS 12 & 13 • • • • • • • aTA')NAP • • • • SERIES 770 AL UA. SGQ ALAI IA:P&7: : • we . 1'NTS 1 16 - 22 1 PGTO130 PRODUCT REVISED as UTPlying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/1712020 ., tll 1I I III/ � ONY LYIVIV No. 58705 • • �O.t1�. STATE O , T.• �� G • • : 7i TONAL • 1• LYNN MILLER P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PANEL'S RIGHT STILE l PANEL SINGLE INTERLOCK SINGLE INTERLOCK FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL BOX OUT ASTRAGAL BOX IN IN IF CORNER EX g0 LOCKSTILE 90 TYPES OUT IN STILE WI hIANDLE BOX OUT BOX IN W/HANDLE W/HANDLE W/HANDLE W ` SINGLE C PP K L TR INTEORUOCK Ear /� le�q� SINGLE INTERLOCK ffDy- B E P A C C I �,/%'� 1 IN (BOYq/l (BC FIXED RR R S `S STILE pox OM moxw) LOCKSTILE D A /r J J W/HANDLE ��/� SmX otn) (Baxn.7 W ASTRAGAL OUT L R a BOX W)HANDLE /BoKam p / ASTRAGAL /V LEFT QINTERIOR ILL!SOXIN J W/HANDLE (BDXM PANEL EXTERIOR F- ASTRAGAL T U STILE U) .BOX OUT fflm OL0 ROr007 LL ASTRAGAL T U PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL' REQUIREMENTS. LU J BOXIN (eoxrrn tau7e+) APPLICABLE STILE/ASTRAGAL INTCORNER 90 ILE RT Cl _,J LU HANDL W/ HANDLE #120 SILL RISERS OPTIONS _ z EXTCORNER 90 LOCKSTILE � Q T QS Q< WI HANDLE #1 ig �{ 232" 232• EXTERIO� I.w- EXTERIOR EXT CORNER #6'f1,`� 90 RECEIVER CT CS EXTERIO a a .002" a W/HANDLE #11B INT CORNER #61 r 1.567" 2.555" ppp ppp 90 RECEIVER W/HANDLE �� A I A^ `J D r .062" #118 TEXT CORNER 90 RECENER CF V SILL RISER FLAT' 18' FLUSH, 1-'I/2" SILL RISER, FLAT SILL 20 22 MED LOW, 2-1/2" 61 TEX 35 CORNER 35 RECENER VT VS J VF r W/ HANDLE #61 ice- .750' EXTERK TNT CORNER tf31 _ 35 RECEIVER W/ HANDLE #61 _. ' ^ ,T V I n,�1 �/ {/ J /� /C �/ V r EXTERIOR i [XT[RIOR I a-- Igo" a .062' 5" .082" QQQ II�II 1.587 F RISERSILL BOXi' 19 2 SILL 21 RISER, BSILL OX 23�MEUD 2 FLUSH LOW, ' NOT VALID FOR WATER INFILTRATION RESISTANC 10707ECHNOLOGYDRIVE i> 0- N. VENICE, FL N27s PANEL TYPES ' (941) 460.1600 ; n wBr• wes >reww+s' CERT. OFAUTH. #29296 SERIES 770 ALA JR 0NOY17 C NO CHANGES -[HIS SHEET. cam +felon Bwr..wme� -w JR o�,ro: cn xme. mm }a}a14 Pcrwvuenrra°'� Nl6ttllB56BbfAYED ® SGO.770 NTS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS 106 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 60 OR 61 105 LOCKPART 17 FULL LENGTH. 14 75 & 107-11 — 14 106 OF JAMB G3 60 OR 61 16 _ 5 OR Bt - 60 OR 61 , 2-TRACK JAMB G1 (SHOWN 5 SEE DETAIL G1 2-TRACK JAMB WITH FOR FIXED CLIP #105 PANEL CLIPPART 113 1a6 I LONG WI RETAINER #106 OPERABLE PAL) 80 75 &K 07-1110 MID (SHOWN WITH FIXED PANEL TO LocK PART SEE DETAIL G2 5 THE INTERIOR) ,T1,EX7ERIOR 103 113 75 & 107-11 103 FOR FIXED 5 103 60 OR 61 IDEXTERIOR V PANEL CLIP k 15 E 112 _�1 16 17 FULL LENGTH G2 4g Ci4 60 OR 61 .TLEXTERIOR #10X, XOF JAMB 2-TRACK JAMB 2-TRACK JAMB UQXTIMOR EXTERIOR EXTERIO�/SMS, XCLIP #80 OR #105 51 52 W/SCREEN 6" LONGW/ RETAINER #123 3-TRACK JAMB 3-TRACKJAMB 4-TRACK JAMB 4-TRACK JAMB (SHOWN WITH H1 (SHOWN WITH H2 (SHOWN WITH 11 (SHOWNWITH 12 (SHOWNWITH MIDSPANFIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) 60 OR e1 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) ,DkI ERIOR 121 SEE DETAIL ON SHEET 15 vEXTERIOR 121 SEE DETAIL ON SHEET 15 121 SEE DETAIL ON SHEET 15 EXTERIOR a SHOWN WITH 2-TRACK W/SCREEN OPT.SCREEN A FRAMEHEAD TRACK EXTERIOR a EXT E 3-TRACK \,V FRAME HEAD EXTERIOR a 4-TRACK MAX. UNIT c FRAME HEAD HEIGHT PER TABLES 1-3 00 EXTERIOR �� PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/1712020 BY EXTERIOR 112 5 r %1 -J�LI�® uv � GL�A 1.�� tool W.�II 5 • • • � • • • • • • • \`11111117,11j�7 e• �/ � F1��• UGENSE •'.✓/�(� �� 2-TRACK W/SCREEN E 3-TRACK K • - 4-TRACK • • • • • • • • • • � = *0. No. 58705 D FRAME SILL E FRAME SILL FRAMEFRAME SIj, • • • • • •so - ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES DP ASSOCIATED WITH STILE. pT 1-3, SHEETS 6 8 FOR (PSF) 1070 TECHNOLOGYDRIVE N. VENICE, FL 34275 • • • • • • • VERTICAL SE ION DETAILS• • • • STAGE dF� \1� • �i� '•:c<ORIDP .•'\�� • :�"9 .......... .... ..G /OVAL /sOFAU-,soo SERIES 770 AL�li�L SGb•W11V - P Rty. � • • '7' EN .. • Z"'rIII11"`� wa. JR 04/0 7 C NO CHANGES THIS SHEET, CERT. OFAUTH. C2919B Irti. •2 an0. • L P.E. aemar. o.r: en.d:.d JR 0212W4 __ aWie es ,viaorrsaesae�a -1 PGTO129 co-nowiNoow NTS 18 2 C PEX 68 06 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) V EXTERIOR 111 62 P-HOOK FOR FLAT SILLS (EXT. OR INT. MOUNT) STANDARD ASTRAGAL #67 \,LV WITH STANDARD STILES #60 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) EXTERIOR 111 62 EXTERIOR Ita P-HOOK FOR BOX SILLS a EXT. MOUNT ONLY HEAVY-DUTY ASTRAGAL #68 L2 WITH HEAVY-DUTY STILES 061 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) kIly , U vV'<_7 _..._.. 90° OUTSIDE CORNER N1 2-TRACK SHOWN 4 INTERIOR E 90° INSIDE CORNER N2 2-TRACK SHOWN INTERIOR EXTERIOR 15 eINTERLOCK ITEM #61 (HEAVY-DUTY STILE) SHOWN, ITEM #60 (STANDARD STILE) ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILES. INTERIOR PRODUCT REVISED as complying with the Florida a1 LOCK PART Building Code NOA-No. 17.0420.12 75 & 107-110 4 INTERIOR 1NTERIOR 4 Expiration Date D2117/2020 5 5 By -- 135° Mle = a rodoct Control 11 7 135° 14 5 61 32 61 I 103 EXTERIOR B1 \\\\\111111 I77 32 (� �� PART 103 61 EXTERIOR 7 • • • • • • 135° INSIDE CORNER • LIGENgF'•, �` Q- • CC LOCK 31 75 & 10/410 14 ga • • • � 02 2-TRACK SHOWN • • • = *� NO. 68705 = 135° OUTSIDE CORNER • • • • • • • • • • : } ` 01 2-TRACK SHOWN 1 I OT'. ST T O r. (V�: 1070TECHNOLCOYDRIVE • • • • • • • • • • i '•:CLORID%`,. •' �� 'sj -' N. VENICE, FL 3(275[UT HORIZONTAL C IOMDETAILIS, CORNERS • • • • NG �, • I,, • • 7' ONAL E\\\\ ` pwi)4ea1509 n r • 770ALWA4 SG!? •L10 l P 7• • • • •III 1111111\ R„�a,< JR 179A7$/77 am+auu: C NO CHANGES THIS SHEET CERT. OFAUTH. 1729296SERIES eaarxxufremnawwm.1. 'r • o'°P _* • 1°" • • • • i LYNN MILLER, P.E. n..nw. n,m: cn,w,a p,m: roravusxrauc. SGD-770 NTS 19 m 22 PGT0130 C P.E.aea o5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • It.. p 13T# PGT# Description 1 17305 017306 2-TRACK HEAD 2 17303 617303 2-TRAC1( HEAD WITH SCREEN RAL 3 17309 617309 3-TRACK HEAD 4 17312 017312 4-TRACK HEAD 5 17314 617314 FRAME SCREW COVER 6 11317 617317 FRAME HEADIJAMB ADD -ON 7 17304 617304 2-TRACK SILL 8 17301 (117301 2-TRACK SILL WITH SCREEN RAN, 9 17307 017307 3-TRACK SILL t0 17310 617310 4-TRACK SILL 11 17313 617313 FRAME SILL TRACK INSERT 12 17315 617315 FRAME SILL SCREEN ADD -ON (SEE NOTE 3) 13 17316 617310 FRAME SILL SCREEN END ADD-0N (SEE NOTE 3) 14 17305 617305 2-TRACK JAMB 15 173112 617302 2-TRACK 'AM D WITH SCREEN RAIL 18 17308 617308 3-TRACK JAMB 17 17311 017311 4 TRACK JAMB 18 17322 877322 SILL RISER -FLAT, FLUSH, 1-1/2" 19 17319 017319 SILL RISER - BOX FLUSH, 1-1/2" 20 17321 017321 SLL RISER - FLAT, LOW, 2-1/2" 21 17318 617318 SILL RISER -BOX LOW, 2-i/2" 22 17355 617355 SILL RISER - FLAT, MEDIUM, 3-1/4" 23 17354 617354 SILL RISER - BOX MEDIUM, 3-1/4" 24 17323 017323 SILL RISER -FLAT, HIGH, 4" 25 17320 617320 SILL RISER - BOX HIGH, 4" 26 17333 617333 POCKETP-HOOK 27 7070 67 770 NEOPRENE BULB VA, TP FOR P-HOOK 28 17334 617334 POCKET P+IOOK MOUM 29 17335 617335 P-HOOKCOVER 30 17348 617348 POCKET P4100K FOR BOXRISER 31 17378 617378 135 CORNER 32 17370 017376 135 FIXED MOUNT UTEMS 4053 ARE SCREEN PARTS: 40 4319 612258 SCREEN SIDE RAIL - LOCKSTILE 41 7L6CKWGSK SCREEN LOCKSET 42 411118 SCREEN KEEPER SPACER SET 43 B152 6B152 SCREEN INTERLOCK ADAPTER 44 4428 04428 SCREEN DOUBLE INTERLOCK 45 4317 612256 SCREEN TOP RAIL 46 4318 812257 SCREEN BOTTOM RAIL 47 668 7SR A2 STANDARD ROLLER 48 6. 75RAX STANDARD ROLLER-ST. STL 49 4344 64344 SCREEN ASTRAGAL 50 17349 617349 ONO SCREEN ASTRAGAL ADAPTER 51 1692 61892 SCREEN SPLINE-.165" 52 1694 61694 SCREEN SPLINE-.160" 53 - 01818C20 SCREEN CLOTH 54 V25 1/2" X4" X 1/16" SET. BLOCK, NEOPRENE 85 -/5 55 1726 1"X4" X1/18" SET. BLOCK, NEOPRENE 85+/S I .IR I 04105117 1 C I NO CHANGES THIS SHEET. I Item DW9T# PGT# Description 60 17325 617325 PANEL STILE 61 17326 617328 PANEL STILE (HEAVY DUTY) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 6TP248 VINYL BULB WSTP. -THIN (INSIDE INTERLOCK) 64 1720 71729 SILL END WEATHERSTRIP PAD 65 17328 517328 INTERLOCK SCREW COVER 67 17320 617329 ASTRAGAL 68 17339 617339 HEAVY DUTY ASTRAGAL 69 17324 517324 TOP & BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSDN (INJECTION MOLDED) 71 1696 71695 1-1/2" X 1" X 3/4" HIGH FM SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL ROLLER ASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW-899, OOW-995 OR GE-7700 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 76 71032XIFPFX #1032 X 1" FL. SS SCREW W/ TYPE "F" TIP 71 7103239 1032 STEEL ZINC U-NUi 79 1736( 617357 1' IS BEAD 80 17359 617359 7/16" BEAD FDED PANEL CLIP 81 17360 61Y380 9/16" BEAD 82 1224 OTP247K VINYL BULB WEATHERSTRIP 83 61745 1746 LOWE NC, 1/2" X1116" SGL SIDE ADH. TAPE, POLYETH. 100 8052 48052 ROLLER ADJ. HOLE PLUG t01 72087 AMB BUMPER 102 1690 71896 DUST PLUG 103 8186 781BOX 1"KEEPER 104 653 7SOKEEP SCREEN LOCK KEEPER 105 17344 B1/344 FDED PANEL CLIP - e" LONG 100 17352 617352 FDED PANEL RETAINER- 9V16" 107 1739 71739 HANDLE KIT- NTERIOR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KIT- RAISED EXTEROR HANDLE 109 1731 78162SN HANDLE KIT -RECESSED INTERIOR WITH THUMB TURN 110 1732 78178 HANDLE KIT- RECESSED EXTERIOR PULL III 710)04PPSOAX #f0 X 3/4" PH.-PN. TEK - S.S. 112 1235 67SI6 WSTP,.270X.170-FIN SEAL 113 1712 64066 .187"X230"FNSEAL 114 71OX115PPX 910X1-1/2" 115 710XPPT COX 1" 116 720XIX #14-20 X 1" S.S. 117 72OXI 12X 04-20 X 1-1/2" S.S. 118 17336 617336 90DEGREE CORNER RECEIVER 119 1-1337 017337 90 DEGREE OUTSIDE CORNER ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL 123 17352 1 617352 JFDED PANEL RETAINER, 718" NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33-39, 56-59, 66, 78, 84-99, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 REQUIRES MIN. 910 SMS OR 3116" MASONRY ANCHORS @ 24" MAX. O.C. 070TECHAIOLCGYDRW -1-0- . . • • • • • N. VENICE, FL 94275 PARTS LIST • • • • • • (w)480-two CERT. OFAUTH.#29298PSERIES 770 AL 1.W�46GEi.LIV�lA3PA�71 ' • mrna9�rroaxr ® awwwer • o"" 7 • • ^1 ,w xi�His nK.o &.770 NTS 20 - 22 PGTO130 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date02117/2020 11111111111I1 //I a ��.•' y10ENSF''. fNo.58705 A : � !O% •. S F� (V�� • • .,�S�O•.... • LNG . NAL • 4vll11II1111 • • • • P•LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I-+- 5.069" 8.562" 0.080° 1.505" 1.211" 'U 0.081" O2-TRACK HEAD 10 4-TRACK SILL (6063-T6 AL) (6063-T6 AL) 6.198" 1.211" 0.081" O2-TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) 6.526" --1 1.505" O9 3-TRACK SILL (6063-T6 AL) 7.105" 6.221" 0.080" 1" 1.505" rrr-TVM 12,1-1 0.081" O 3-TRACK HEAD O 2-TRACK SILL W1 SCREEN TRACK (6063-T6 AL) (6063-T6 AL) 18" 2-TRACK JAMB W/ 15 SCREEN TRACK (6063-T6 AL) 9.142" 4.49" 0.081" 0.080" t C MMI1.211" 1.505" 0.081" 4-TRACKTTHEAD O7 2-TRACK SILL (6063-T6 AL) (6063=16 AL) C --1 1,514" 1.1 y 0.060" O6 FRAMLE H�EADiJAMB SCREEN ADD -ON (6063-T6 AL) SEE SHEET 17 FOR SILL RISERS. F 0.062" 0.532" 1.516" FRAME SILL SCREEN 12 ADD -ON (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. - 1----'0.060" 0.760" II �- -- 1.990" 8FRAME SILL SCREEN 13 END ADD -ON (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. 1.36" 7.105" -�( 1.36" 0.062" `1 _ 11 1.019" 0.081" SCREEN 40 STILE (6063-T6 AL) 5.069" 1.045" 1.993" 0.062" � 1a 2-TRACK JAMB SCREEN 4s TOP RAIL (6063-T6 AL) (6063-T6 AL) 0.875" 1.993-" L 0.062" 0.081" SCREEN 4s BOTTOM RAIL (6063-T6 AL) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 9.141- 1 Expiration Dato 02/17/2020 c �• • • 1s 3-TMA0K JA • • • • (606• • • 1 •• ••• •• M. 17 4-TRACK JAMB (60637T(3 AL) N VENICE, R.34275[]�EXTRUSIONS • • • • • (941) 480-1600 1-► -• M b. CERT.OFAIIIFLk21286 SERIES 770ALLW..5GEZ.LNiIIlPA�7; • 04/05/17 C xTlAro49m1ES MG m" �M, • • k Cd. SGO.770 NT `tttttnu1111 - •• 0G. XFY .. • . .. No. 58705� �O 07 � :��L • •76,/pNALtENG • • • • P•LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0.718" 0.83" 23.802" .304" 0.752" 1 3.802" �j j� I " 0.885" 0.574" 0.796" 1.163"� 0.062 0.062" J 0.062" ----� ��111 0.080" 0.264" 0.075" 0.233" @FRAME SILL P-HOOK MOUNTING P-HOOK SCREW s tt - zs P-HOOK 28 2s 3o P-HOOK FOR BOX RISER SCREW COVER @TRACK O @ADAPTOR @COVER 0.080" (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) .155" 2.30" 1.488" 0.080" 0.830" .080" 1.870" .016" ?�974.31 135" CORNER 0135" FIXED MOUNT (6063-T6 AL) (6063-T6 AL) 3.979" 0.075" 1,641" 0.125"' 67 STANDARD ASTRAGAL (6063-T6 AL) 4" 0.062" 1.600 F- 3.125" 60 STANDARD STILE (6063-T6 AL) 4" 0.133"' 1.600 - 3.125" st HEAVY DUTY STILE (6063-T6 AL) 4.125' 1,645" 0.062" 1.304" 0.281" -«-1 1-- HEAVY DUTY ASTRAGAL (6063-T6 AL) se TOP/BOTTOM RAIL (6063-T6 AL) 1.739" -1 N 1.888" INTERLOCK 62 ADAPTER (6063-T6 AL) 1.050" @ 1.050" 289" .611" �045" .045" -y 1.050" .485„ GLAZ7s BEAD II(I G.) (6063-T6 AL) 80 BEAD, F XEDG PANEL CLIP (6063-T6 AL) LAZING et BEAD (6063-T6 AL) --{ 1.303" J 0.325" 0.062" ss INTERLOCK SCREW COVER (6063-T6 AL) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 9 7-0420.12 1.003" 1.03" expiration Date 02M 712020 4„ By L� _ 5.621" Miam -Dad roduct Control 7 � 0.080" 0.050" toy FIXED 0.709" 0.133"' PANEL CLIP 2.893" 0.133" 1.498" (6063-T6 AL) 1'498" 0.080' .550" �-10.863 j=fO.709" FIXED PANEL 5.6214 • • •123 RETAINER, 718- t20 91 INSIDE C A S L • �` ttNY LYNAr 0.0801, �� (6063-T6AL) 2.826" tta 90"OUTSIDE CORNERASTRAGAL (6 6i- • • • • �• •` ��0•,..••.• .(6063-T6 AL) ..!1j� • • • • • • • �10ENgF •. �( �� FIXED PANEt18 90 L ' CORNER RECEIVER • • • • • • • • • ; • %3 7ss -RETAINER ' 9116" (6063-TE AL) No. 58705 * _ (6063-T6 AL) ?070 TECHNOLOGYDRlVE o"."t+mx • • • • • • �$ . • STATE OF K WNICE, FL 34275 lsat/4eareao EXTRUSIONS • • • • • • 4otlo 'GN RwsEBy. Mb: rteM.lone: CERT. OFAUTH. M286 SERIES 770 AL U, CGD.4.AA ylr 4T • • �' �,`NAI `? �`� \ JH 04N5f7 C NO CHANGES THIS SHEET. c�,w Q- li�T. ,s a..,�..w: am.c u.":row•A. IEPOAILLEk�P`Exrreaxemm.W s IR iN•l0/1d ILLItla1nSRFAFl p $GO-770 NTS 22 22 PGTO130 C P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • M IAM I•DADE DEPARTMENT OF REGULATORY AND El BOARD AND CODE ADMINISTRATION D] NOTICE OF ACCEPTANCE 1070 Technology Drive North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy COPE: . . • • This NOA is being issued under the applicable rules and regulations governing the use of jgpnstniction ••� • materials. The documentation submitted has been reviewed and accepted by Miarri-4�ade C&T4.RER -• • • •; • Product Control Section to be used in Miami Dade County and other areas where *d1k;sad by the Authority. • Having Jurisdiction (AHJ). "" • • This NOA shall not be valid after the expiration date stated below. The Miami-Dade•Codnty ProdltCtControk • • • • Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade Ne %) res4rNeft right • • • • to have this product or material tested for quality assurance purposes. If this prMtic, or material%ails td.. •; • perform in the accepted manner, the manufacturer will incur the expense of such:testln: and �ie AHJ may immediately revoke, modify, or suspend the use of such product or material within thew. jurisdJ&tM.• RER • reserves the right to revoke this acceptance, if it is determined by Miami —Dade 60wr y Prod4ct.Contro3 • • • • • Section that this product or material fails to meet the requirements of the applicable building coca@.. •. • • This product is approved as described herein, and has been designed to comply with the Florida Building DESCRIPTION: Series "SGD-770" Aluminum Horizontal Sliding Window, w/ 90' & 135' corners —L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0129, titled "Series 770 Alum. SGD-Window - LMI", sheets 1 through 22 of 22, dated 02/20/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0629.09 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. X NOA No. 17-0420.17 x iration Date: February 12, 2020 ! [ g2, 1 �\ Approval Date: August 31, 2017 Page 1 Approved . xi 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0320.03) 2. Drawing No. PGT0129, titled "Series 770 Alum. SGD-Window - LMI", sh"U. 1 through 22 of 22, dated 02/20/14, with revision C dated:04/0i/17, prepared byz..... manufacturer, signed and sealed by Anthony Lynn Miller, P.E. • • ...... . .. ...... B. TESTS •••• •••••• 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading perF9C, TAS•262-94 2) Large Missile Impact Test per FBC, TAS 201:94: : . • •, • • % • •' 3) Cyclic Wind Pressure Loading per FBC, TiS.13-94 ' • • •: • along with marked -up drawings and installation diagram of a PVC Sliding glass doorJ• • • a PVC fixed window and an aluminum sliding glass door, usilig: i dispace 4SG TP$ • spacer system, Duraseal' spacer system, Super Spacer® NXTTMspacer sYS and XV""' • EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0629.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2 Uniform Static Air Pressure Test Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 Large ssi e Impact Yestper201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 14-0320.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 131 Water Resistance Testper FBC TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No. 17-0420.17 Expiration Date: February 12, 2020 Approval Date: August 31, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0430.08) •96 .... C. CALCULATIONS " ' .. • 1. Anchor verification calculations and structural analysis, conipliVW with F$C- h Edition (2014) and FBC 6" Edition (2017) dated 04/18/17 and rewlsed on Q�ZQ2/17, � • prepared by manufacturer, signed and sealed by Anthony Lynn Mi r, RE:....' Z. azmg Complies W1 ; . • • - • • . .. .. .... ...... D. QUALITY ASSURANCE • 1. Miami -Dade Department of Regulatory and Economic Resources •(RER). ;' • • • • E. MATERIAL CERTIFICATIONS • • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5"' Edition (2014) and FBC-6`b Edition (2017), dated 08/02/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/08/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0629.09) G. OTHERS 1. Notice of Acceptance No. 16-0629.09, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Horizontal Sliding Window w/90° &135' corners - L.M.I. approved on 08/04/16 and expiring on 02/12/20. Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No. 17-0420.17 Expiration Date: February 12, 2020 Approval Date: August 31, 2017 E-2 SERIES 770, IMPACT RESISTANT SLIDING GLASS WINDOW INCLUDING POCKETS 8, 90.1135n CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300, C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (I-VHZ). 8) WINDOW SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FFL-6031, FTL-6033, FTL-6036 AND FTL-7554 TABLE B, SEE DETAILS ON SHEETS 4 8,5 Glass Description (Listed from E bBr)orto Interior) Type 09 7/16' Lamkmted: (2) L6es COMB' HS Glass with .090' PVB Intedayer 03A 9/16" Lamilated: (2) Utes di/4' HIS Glass with .090' PVB Intedayer G4 7/18' Lomkmted: (2) L6es of3ll S' Its Glasswith .09P SG hter!ayer G4A 9/16" Lamirated: (2) Lit- of 1/4" F19 Glans wfth .090' SG Mtedayer G5 i" Lamlrlated LG.: 3MS' T EitM., Cap+ NT Alr Space+ 7f16' Laminated; (2) Lltes of 3116' HS Glase with .097 PVB kllefi-Y- GSA 1' Laminated LG.: 114" T Exterior Cap + S/16" Air Space+ 7115. Laminated; (2) LIMB of 3116" HS Glass vdth.090" PVB Intedayer G8 1' Lamieted I.G.: 3/1T T Exterior Cap+ 3/8' Air SP6ae 4 7/16' Laminated; (2) Lite. of 3116" H5 Glass with .09T SG Intedayer GSA 1- Li mkmted I.G.: 1/4' T Fxtedor Cap + 5/16' Air Space + 7116" Laminated; (2) Laes of 3/1 G HS Glass •Mth .090' SG Imeriayer 67 7/16" Laminated: (2) Lkes of 31W ANN Glass wLh .090' SG Mtedayer 67A 9/16' laminated: (2) Lkes of 1/4" ANN Glass wah .090' SG Weriayer GB 1' Laminated LG.: 311F T Exterior Cap + 3/8' AV Space+ 7/16' Laminated; (2) Utes o13'16' ANN Glass 14th.09T SG Intedayer GBA 1" Lamimted I.G.: 174' T Exterior Cap+ 916' Air Space+ 7/16' Laminated; (2) Utw of 3/16" ANN Glass with.0W SG Intedayer "ANN"=ANNEALED 'HS"= HEAT STRENGTHENED 'T" = TEMPERED 'PVB" =.090' TROSIFOLO PVB BY KURARAY AMERICA, INC. 'SG' =.090' SENTRYGLAS• BY KURARAY AMERICA, INC. DESIGN PRESSURE RATING IMPACT RATING SEE TABLES i. 2 & 3 ON RATED FOR LARGE & SMALL SHEETS 6.7 '1, 8 MISSILE IMPACT RESISTANCE CODES STANDARDS USED: e2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION a2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION aASTM El300A9 eANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL• ADM-2015 aAISI S100-12 eAISC 30U-10 GENERAL NOTES.............1 EXAMPLE CONFIGS.......... 2-3 GLAZING DETAILS ............ 4,5 ANCHORAGE .....................6-14 DESIGN PRESSURES 6-8 INSTALL DETAILS .............. 12-1 4 ELEVATIONS ..................... 15,16 PANEL / SILL TYPES.........17 CROSS SECTIONS ............ 18,19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21.22 34A 7707EC!#4OLCGYORPA N. VEN= FL S1275 (941) 460-f800 GERF, GFAUT71 #2M6 i nor= Arwlwr Group Anchor Type Frame Member Substrate Mi.. Edge ce I.. 0a Min. Embedment., Mehl Thickneas 9121" SMS, (Fy=60 ksl. F�= 95 ks0 or 912 410 SS SMS, (Fy- 90 ksF, F„- 110 k- Min. of 3 thmods beyond metal substrate An Sout m PkA Aluminum 6063-36TS Alumi A365teel 3/8" 9/16" 0.050° tud Gr. 33 5toel Stud 3/6" 9/16 0.045" 1a Gal A 1/4' Elco Aggre-Gatole Fy57 ksi, F"=96 ksi AA Concrote(min. 2.22 ksi) 1-1/2' 3" 1.3/e' Jamb / i5 wok Filled Ebck (ASTM C90) Y J" 2' Jamb/ P-hook Holl w Black (ASTM C90) 2' 3' 1-1/4' All Southam Pine (SG - 0.55) V 1' 1-318, B 012 Steel SMS (11 5) (,trio. of 3 threads beyond maul substrate) All Southem Pine (SG - 0,55) 9'16" 7/8' 1-3/B' 6G63-T5 Aluminum 3/8' 9/16" 0.090" A36 Steel 3W 9116, 0.050' Gr. 3J Steel Stud WE' 9/16" 0.045- (18 Ga) C 1/4" Eloo UluaCen® Fy=155 K.I. F„-177 Ksi All Concrote (min. 2.85 ks0 1' 4' 1-31W Jamb / P-hook Holbw Block (ASTM C90) 1' 6' 1-114, 1/4"Elco UluaCorM Fy=155 ksi, F„- ITT k41 All Concm(m ta n ks0 2.1/Y 4' - •M� / P-iwok Ailed Block(ASTM C90) 2-1/2' 4' 1-314" Jzrrdt / P-hook Holbw Bioek (ASTM C90) 2-1/2' 6" 1-114" p FHead 1/4" 410 SS Elco CmIeFlext . F,=1274 ksi, F"= 189.7 Kit / Sig Concrete (min 3.35 ksi Jamb! P-hook Concrete rNn. 3.35 ksi)1-3/4' Jamb / P-hook Hollow Block (ASTM C90) 2-11Y 6' 1-7/4- All Southern Plrs SG 0.55 i•318' 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE /werlvH urruura i.auve, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI. 4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PRODUCT REVISED PROPERLY SECURED, iX WOOD BUCKS ARE OPTIONAL IF UNIT IS as complying with the Florida Building Code INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS NOA-Ne, 17-0420.17 DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS Expiration Date 02/12/2020 (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS By THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF Miami- a Product Control RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIjV. (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH-OFYR SIL�L.,TP�IAT 19NOT•TIGJiT T4 THE SUBSTRATE, AND TRANSFER SHEAR "i0^B1 TO SUBS?RAPE. IF SUBSTRATE IS WOOD, 30# FOLT PAPER OFiM&STt IE:1RE0VIQED• • BETWEEN THE GROUTANC6VJdbD S RSTRATE, OR ACADP VED BY THE AUTHORITY HAVING JURISN LION. • • • • • • - . SGDyiWNDbVI/w- LMI • > 22• 129 • • • • • • • • 000 • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • \111111 ill off/ ` 01 LTiVi *.: No.58705 ' i F '•R,tOR1Dp.•' • ��'SS�OiYAI ��G�� • f/l III Il11 • • A. LYNN MILLER P.E. • P.E.# 58705 EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH—j-f--^j NOM. PANEL WIDTHFP'T"K, PER TABLES 1-313&g MAX. UNITHEIGHT PER TABLES 1-3 q� sI 1-PANEL L_ CONFIGURATIONS CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX. UNIT WIDTH LOCATIONS USING DETAIL "JW', "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION NOM. PANEL WIDTH 1w Ac CAN BE OXXXp. PER TABLES 1-3 -�`r--- 2) 90" & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION g I OF ANY 2 STRAIGHT CONFIGURATIONS. 1 Jw Jc I C MAX. UNIT 13 19 / t4 1` i? a o u h 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. HEIGHT / 19 / 1 1 1 a z i "X" =OPERABLE PANEL, PER TABLES 1-3 1 l N MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 Aw 1 w c 13 1 1 --per-- I OM. P 12 13 MAX. UNIT 1 19 HEIGHT PER TABLES 1-3 J Jc I I 14 1 I & 4r 1 a w c POCKET � M H TA CONFIGURATIONS 3-PANEL 12 ,3 I ` �[ M O = INOPERABLE PANEL, a¢� I w "p" =POCKET DETAIL LETTER POCKET I m "= WOOD OR METAL INSTALLATION 2-PANEL CJ "c'"=CONCRETE INSTALLATION CONFIGURATIONS 1 13 SHEET NUMBER MAX. UNIT WIDTH DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = WINDOW UNIT HEIGHT - 10.125" PANEL WIDTH A A I ` 1z 1 c PANEL HEIGHT = WINDOW UNIT HEIGHT-1.866" ERTABLES 1-3 1 c AX. UNIT 13 EIGHT 13 PER m iE1 i@1 m m r I Jw Jc 1 1 14 I 14 14 I��q 'ea l (x(�� POCKET Oa p r---J 4-PANEL CONFIGURATIONS N c PRODUCT REVISED 1 3 1 13 1 13 as Building complying with the Florida B Building Lode MAX. UNIT WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH Aw" NOM. PANEL WIDTH Aw 1 13 1 PER TABLES 1-3 PER TABLES 1-3 � - w Gc I 1? 3 19 19 1 Jw J 14 14 2 c �'o MAX. UNIT z SEE r 13 MAX. UNIT 1s s 1s s 9 1s 1 1a 1 o Q o / HEIGHT 0 NOTE HEIGHT 1 13 w w x TABLSHEET. ES 1-3 TABLES 1-3 $W I g 0 / POCKET a 1 TER�IOR • • • 1 • • 5-PANEL CONFIGURATIONS c w c c ( 1?' 1 1 • (OUTSIDE CORNER SH CbN, INSIDE CORNER SIMILAR) 1070 TECNNOLOGYORNE N. VENACE, FL 3417b °i'w'"` EXAMPLE OON�76WRAT FI I (941)4 If SERIES 7'IQ�iLU . SGD-141iIVDOWi LA e�. !R 04V&17 C NO CHANGES THIS SHEET _. __... ..._..-., ,.... cERr.oFwunl.srone rnearrroanT emus-- °+ °"• m—1—ualloow •NTS m 22• • •P_(�fOls NOA-No. 17-0420.17 Expiration Date 02/12/2020 ``t 111t II IIIII1 iii No. 58705 T S4 OF� = LL •.FLORID✓''. •'' G\�� ''�' • S70NAL E� • • '�/1/11111111� • • �' C • A. LYNN MILLER P.E. • P.E.#55705 ••• • • • • ••• • • •• •• • • • • • • ••• • • • •• •• EXAMPLE CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 A 1 1s MAX HEI19 96" /, , 11 --1.-199_7/1 R. 6-PANEL CONFIGURATIONS MAX. UNIT WIDTH MAX. FRAME SQUARE NOM. PANEL WIDTH FOOTAGE' = 250 FT' 1 13 1 1 1 1a PER TABLES 1-3 1 13 MAX. UNIT 1 13 HEIGHT 1 3 PER TABLES 1-3 1 m m m m m m 7-PANEL CONFIGURATIUNS MAX. UNIT WIDTH MAX. FRAME SQUARE NOM. PANEL WIDTH FOOTAGE' = 250 FT' PER TABLES 13 1 13 MAX. UNIT 1 3 Iw HEIGHT 12 1 PER TABLES 13 J Jw c I 1a 1a i2& I W IY a POCKET h —T` — -' m m .>c► nn n m m �► 8-PANEL CONFIGURATIONS FRAME SQUARE FOOTAGE = OVERALL UNIT WIDTH (IN) x OVERALL UNIT HEIGHT (IN) / 144 N. VENICE FE 34275 (H61) 480-16M CERT. OFAUTH.,#29296 —1\r--- 14 14 � 1w 1 IOpo Ij Cw Y�� 1111nIrr„� POCKET , •w 090 • • • \ �'� -• �10ENgF . �(� •r--- • • • • • • • • • s • No. 58705 ' w E w = * �• ' 13 1 13 1 3 • • • • • • • /'; 74' S' EXAMPL C NR@WRATIQW4k • •',�S'O'••••ENG`�� SERIES 7%ALU4- S - D(•W LMI • • : NAtI\1 1 w% • cg+ • A. LYNN MILLER, P.E. Rca.nOWINDO •l1iTS 03 d 22 pil 0129 • C _ • P.E.#58705 CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL'Jw", "Jc", "Kw" OR'Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE p>o=p, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE O)00(p. 2) 90° & 135- CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 13. "X" = OPERABLE PANEL, "O" = INOPERABLE PANEL, "p" = POCKET DETAIL LETTER Ww' = WOOD OR METAL INSTALLATION "c" = CONCRETE INSTALLATION �SHEETNUMBER DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT= WINDOW UNIT HEIGHT - 10.125" PANEL HEIGHT = WINDOW UNIT HEIGHT-1.866" PRODUCT REVISED as comp)ying with the Florida Building Codo NOA-No. 17-0420.17 Expiration Date 02112/202 0 ••• • • • • ••• • • • •• •• • • • • • • 7116" NOM. 7/16' NOM. 1' NOM. 1" NON. 3f16" HS GLA 3/16' HS GLASS 3f16" HS GLASS 3/16" HS GLASS Q. ."0- S .090' PVB .M" — 3/16' HS GLASS 3/16- HS GLA 3116" HS GLASS 74 33'16" HS GLASS T4 3/6" AIR SPACE 74 3/8. AIR SPACE 3116- T GLASS 3116" T GLASS 82 82 � 83 314' NOM. 314" NOM. ot1ERwR T t� 3f4' NOM. GLASS <�3 GLASS lzat GLASS BITE - BITE BfIE IXTEitIDR 51 54 9 7/16" LAMINATED GLASS TYPE G3_ 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 314. NOM. lzata GLASS BETE exlFxloR a , >9 55 1"LAMINATED I.G. GLASS TYPE G6 1- NOM. 1" NOM. 9116" NOM. 9/16' NOM. 3/16" HIS GLASS 3/16' HS GLASS 1/4" HS GLASS 114' HS GLASS .ago" PVB .090" S .090' PVB .C90' Sk 3118-HS GLASS 3/16' HS GLASS 114"HS GLASS 74 1/4'HS GLASS Sf16"AIRSPACE 74 51C A;R�3PACE 74 PRODUCn wEth tha Fonda 1f4"T GLASS = P Y 9Building Code 8z 8283 83 NOA-No. 17-0420.17 314" NOM. 3/4" NOM 314"NOM. Expiration Date 02/12/2020 GLASS 124-±z GLASS z4-127 GLASS aBITE BITE IX RICR SnE!•� 91 8179 � 35 9116" LAMINATED GLASS TYPE G3A_ 9/16" LAMINATED GLASS TYPE 34A 1" LAMINATED I.G. GLASS, TYPE G5A 1" LAMINATED I.G. GLASS TYPE 36A 111t11I/ • • • • • • . NY LYA(/v • • • • • • • • • PCB OCENSF-•., (� • • • • 006 • = 7rf r No. 58705 GLAZING NOTES: • • • • •10 "ANN"=ANNEALED •• ••• •• • • • •• --0 "HS' = HEAT STRENGTHENED SEE SHEET 5 FOR SPACER DETAILS. S v � T"=TEMPERED ® , 'O �sTA ! f070 TECHNOLOGYDRAIE fi 0 'PVB"=.090"TROSIFOL PVBBYKURARAYAMERICA,INC. N.vENx�PLsaz7sRff GLAZINGDETAdLS %�S ''��oRIDP.,• 'SG" _ .090' SENTRYGLAeBY KURARAY AMERICA, INC. (sat)!BO 1600 • • • • `S/� CSW..OFAuntrz9z96SERIES %f ALUIN. SGD-NIWVDt�I/V' LM! • • �,//NALj111, JR DaNSf'17 C NO CHANGES THIS SHEET r.n..n.�i. '+v4► • • • a"` • A. LYNN MILLER, P.E. pr.,, e1.; w� cn.d®ee. wa: 8'07 at we SG0.770 W1NDOw $ �� or 22• • •PClIf0129 • C• P.E.458705 JR =0/14 .,, RmaRrsmr� ••• • • • • ••• • • • • • • • • • • • • 7/16' NOAI 3/16" ANN GL .090, 3116-ANN GLA � BTE��a� 7/16" LAMINATED GLASS TYPE G7 rxn 9/16" LAMINATED GLASS TYPE G7A " NOM. 3/16" ANN GLASS .090' SG 3116" ANN GLASS 3/8" AIR SPACE 74 3/16• T GLASS e3 3/4" NOM. 124-727 GLASS IXTFroR SITE a � M 55 1" LAMINATED I.G. GLASS TYPE G8 1"NOM. 3/16" ANN G .090" SC 3716- ANN GLASS ' 5'16- AIR SPACE 74 114` T GLASS ea 3/4• NOM. INAV GLASS BnE oneRroR a 1" LAMINATED I.G. GLASS, TYPE G8A GLAZING NOTES: "ANN" = ANNEALED "HS" = HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" TROSIFOL®PVB BY KURARAY AMERICA, INC "SG" =.090" SENTRYGLASfBY KURARAY AMERICA, INC. wwn nen7 c I NO CHANGES THIS SHEET N. VEWCE, FL 34M (841)4804600 CERT. OFAUTH 029P98 SILICONE 1 STRUCTURAL 1/4'NOM. POLYISOBUTYLENE WITH DESICCANT EXT. GLASS INT. GLASS KODISPACE 124 4SG TPS ALUMINUM REINFORCEMENT 5/16' NOM. BUTYL & DESICCANT FOAM EXT.GLASS INT.GLASS 2sDURASEAL® SPACER HOT -MELT BUTYL STRUCTURAL SILICONE FOAM —3/16"NOM. WITH DESICCANT EXT. GLASS INT.GLASS SUPER r SPACER®NXT POLYISO- DESICCANT FILL AREA BUTYLENE 5/16" NOM. SEAL SILICONE SEAL ROLL -FORMED STAINLESS STEEL / EXT.GLASS ,C// `INT. GLASS XLEDGE' ,27 SPACER PRODUCT REVISED as CO with the Florida Building Coda NOn-No. 17-0420.17 Expiration Date 02/12/2020 Part Description Material 124 Kommeding 4SG TPS Spacer System See this 125 Quanex Super Spacer nXT with Hot Melt Butyl Sheet for 126 Quanex Duraseal Spacer Materials 127 Cardinal XL Edge Spacer •• ••• • • • • • • 401 • • ••• • • e � � � P��.• CICENSF'•��'Z • • • • • • • • • • • J �¢ ,� No. 58705 SBE 0 14i TAliB• 0 so S''• CO...... ALU S D•�YINDbVIt LMl • - . • P.E]A 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE'1' Design Pressure (DP) and Anchor Quantities Required, Maximum DP for all sizes: +60 / "60 (for all approved configurations on Sheets 2 & 3) (May be limited by Table 1A) For comer astragal anchorage on 90' or 135" comer units, see sheet 11 Window Unit Height (in) Table applies to Glass types 3, 42 48 60 72 80 96 3A, 5, 5A, 7, 7A, 8 & 8A and 31-718" DLO 37-7/8' DLO 49-718" DLO 61-7/8" DLO 69-7/8' DLO 85-7/8" DLO Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group —C—F Anchor Group the Stile/Asiragal types shown below' A B C D A S C D A B C D A B C I D A B D A B C I D +T + + + + + + + + + + + + + + +F67 + + + + 24 17" DLO ea Jamb + 4 + 4 + 4 4+5 4 4+5 6 4+5 6 4+5 6 4+5 6 4+5 6 5+6 6 5+6 6 5+6 6 5+6 8 6+7 8 6+7 8 6+7 8 6+7 8 6+7 8 6+7 8 6+7 8 7+8 8 7+8 6 7+8 8 7+8 c L P-Hook Head/Sill 4+5 C4+1 4+5 C4+1 + + C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 36 29' DLO Jamb 4 4 4 4+5 4 4+5 6 4+5 6 4+5 6 4+5 6 4+5 6 5+6 6 5+6 6 5+65+6 6 8 6+7 8 6+7 8 6+7 8 6+7 8 6+7 8 6+7 6+7 8P-Hook 7+8 7+8 7+8 7+8 Head/Sill 4+5 C4+1 4+5 C4+1 + + 04+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 o_ CE 42 35" DLO Jamb - 4 4+5 4 4+5 4 4+5 4 4+5 6 4+5 6 4+5 6 4+5 6 4+5 6 5+6 6 5+6 6 5+6 6 5+6 8 6+7 8 6+7 a 6+7 8 6+7 8 6+7 8 6+7 8 6t7 8 6+7 8 7+8 8 7+8Head/Sill P-Hook a+-2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 e7+87+8 Z41'DLOJamb 4 4 4 4 6 4+5 6 6 4+5 6 4+5 6 5+6 6 5+6 6 5+6 68 5+6 6+7 6+7 810-Nook 6+7 fi+7 6+7 6+7 6+7 6+7 7+8 7+g 4+5 4+5 4+5 4+5 FOR EXAMPLE ON USING TABLt, stt Z:Irtpc I I. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" OR 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3) ONLY THE 2-1/2", 3-1/4" AND 4" SILL HEIGHTS HAVE BEEN TESTED FOR WATER INFILTRATION RESISTANCE. THE 1-1/2" SILL HAS NOT AND MAY ONLY BE USED IN A PASS-THRU WINDOW WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED DUE TO ROOF OVERHANG CONDITIONS. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE WINDOW IS USED AS A PASS-THRU WINDOW. 4) SEE SHEETS 10-14 FORANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) WINDOW SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. TABLE 1A, Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psi Sheet IT) Flush - 1-112" see note 3 Low - 2-1/2' + 46.67 Medium-3-1/4' +60.0 High-4' +60.0 Stt NU I tJ l-0 Interlock P-hook Lockstile @ Jamb SvaightAstragal Assembly Lockstile @ Straight Astragal 9o' Astragal Assembly Lockstile @ 90' Astragal 135' Astragal Assembly Lockstile @ 135' Astragal Standard5tiles 5tandardStile StandardStlle StandardStlle Standard Astragal Standard Stile Heavy-duty Stile Outside Comer . Heavy-duty Stile Outside Comer p Inslde�J� Corner Heavy-duty Stile Inside Corner outside Heavy-duty Stile Insideide COr Corner Part #60(x2) Part#60 Part#60 Part #60 (Stile) part #67 (Astragal) Part#60 Part #61 (Stile) Part #118 (Comer Receiver) part #119 (Out.) part #120 (In.) Part #61 (Stile) ��6$#31 dart #Cij • DLO WIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT = WINDOW UNIT HEIGHT- 10.125" PANEL HEIGHT = WINDOW UNIT HEIGHT-1.866" PRODUCT REVISED as comp)ying with the Florida eullding Code NOA-No. 17-0420.17 Expiration Date 02/ 1212020 • Cora. & FxdMoaht) • • • • • • .. ... .. . . . .. N.i�t+ic<Fiaaz�a - DP ANDANW01WGE •• • •• rycr/ 4e0.16100 SERIES 7fSERIES AL . SS - D WR L I •SC - D WR L I • CERT. OFAUTH. AVMTABLE I. omrrrarreans A""0tlC 8_�b �i` • i°iF • rorvrmw�s.—RysrLqmwAvo,11t1VTS •6 a 21 P*G1l0129 • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • * No.58705 41. STA OF (V44j /OIVAL • A. LYNN MILLER, P.E. • P.E.# 58705 TABLE 2: Design Pressure (DP) and Anchor Quantities Required, (for all approved Maximum DP for all sizes: +fie 1.60 configurations on Sheets 2 8r 3) (May be limited by Table 2A) For comer astragal anchorage on 90` or 135" comer units, see sheet 11 Window Height In) Table applies to Glass types 4, 42 48 60 72 80 96 4A, 6, 6A, 7, 7A, 8 & 8A and 31-7/8" DLO 37-7/8' DLO 49-7/8" DLO 61-7/8" DLO 69-7/8" DLO 85-7/8" DLO AnchorGroup AnchorGroup AnchorGroup AnchorGroup AnchorGroup AnchorGroup the S6lelAslragaltypes shown below. A B C D A B C D A 6 C D A 8 C D A B C D A B C D ea SI + C4+ +1 4+ +1 +1 C +1 + C4+1 C + +1 + + C4+ +1 4+ 4+1 +1 4+1 4+1 C4+ +1 + 4+ 24 Jamb 4 4 4 4 6 6 6 6 6 6 6 6 8 8 8 8 8 8 8 8 8 8 B 8 P-Hook 4+5 4+5 4+5 4+5 4+5 4+5 4+5 4+5 5+6 5+6 5+i 5+6 6+7 6+7 6+7 6+7 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 DIT'LO Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 36 Jamb 4 4 4 4 6 6 6 6 6 6 6 6 8 B 8 8 8 8 8 8 8 8 8 8 c DLO p.}took 4+5 4+5 4+5 4+5 4+5 4+� 4+5 4+5 5+6 5+6 5+6 5+6 6+7 6+7 6+7 6+7 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 42 Jamb 4 4 4 4 6 6 6 6 6 6 6 6 8 8 8 8 B 6 8 B 8 8 8 8 DLO P-Hook 4+5 4+5 4+5 4+5 4+5 4+5 4+5 4+5 5+6 5+6 5+6 5+6 6+7 6+7 6+7 6+7 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+Z C4+2 2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 34+2 C4+2 `8 Jamb 4 4 4 4 6 6 6 6 6 6 8 8 8 8 8 8 8 10 8 8 8 D41'LO P-Hook 4+5 4+5 4+5 4+5 4+5 4+5 4+5 4+5 5+6 5+6 6+7 6+7 6+7 6+7 6+7 8+7 6+7 7+8 7+8 7+8 7+8 oHead/5111 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 IC4+2jr_4+2C4+2jC4+2 2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 z 54 DL70 Jamb 4 4 4 4 6 6 6 6 6 6 8 8 8 8 8 8 8 10 8 8 8 P-Hook 4+5 4+5 4+5 4+54+5 4+5 4+5 4+5 5+6 5+6 7 6+7 6+7 6+7 6+7 6+7 6+7 6+7 7+8 7+8 7+87+8 Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+ C4+2 C4+2 2 C4+2 C4+2 C4+2 C4+2 C4+2C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 60 DLO Jamb 4 4 4 4 6 6 6 6 6 6 88 8 10 8 8 B P-Hook 4+5 4+5 4+5 4+5 4+5 4+5 4+5 4+5 5+6 5+6 5+67 6+7 6+7 6+7 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 TARI P 9A Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17) Flush - 1-1/2" see note 3 Low - 2.1 /2" + 46.67 Medium-3-1/4' +60.0 High - 4' + 60.0 t.`taa0Nll1�'liGt1 t-UK tRiiNIYLC NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" OR 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3) ONLY THE 2-1/2-,3-1/4' AND 4" SILL HEIGHTS HAVE BEEN TESTED FOR WATER INFILTRATION RESISTANCE. THE 1-1/2" SILL HAS NOT AND MAY ONLY BE USED IN A PASS-THRU WINDOW WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED DUE TO ROOF OVERHANG CONDITIONS, POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE WINDOW IS USED AS A PASS-THRU WINDOW. 4) SEE SHEETS 10-14 FORANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) WINDOW SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. -- _ -- __ .__-' _. _ '_ ___ _..-._.................• ..,.. �„�,--ram ,., o ,.. rv.o neeveeoi v Heron e THE FOLLOWING 61 ILt&/kti IrwAUAL lTr c— ww rvn �, Straight Astragal --- ---- Lockstile @ ,_-----__ _ 90' Astragai ---.---_-- - Lockstile @ 135' Astragal Lockstile @ Interlock P-hook Lockstile @Jamb Assembly Straight Astragal Assembly 90' Astragal Assembly 135' Astragal Heavy-duty5tlles Heavy-dutyStile Heavy-duty Stilc Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside C Outside inside Corner Corner Inside Corner • utside ��_'��J-•� • i • • • • • • Inside Coer rn• turner • • • • • • Part #61 (z2) Part#61 Part#61 Part#61 (Stile) Part #67 (Astragal) Part#fit Part#61 (Stile) Part#118(Corner part #119 (Out.) Part#120 ((Out Port #61 (vile)• gap varts wdM#ountj • • • • • • �H#� • (Corn. DLO WIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT = WINDOW UNIT HEIGHT- 10.125" PANEL HEIGHT = WINDOW UNIT HEIGHT-1.866" • be 1070 TECHNOLOGYDRW N. VeMOE, Al31M DP AND ANOHOWfE • • • • • • ryet/4e0a500 SER/ES 7faAL u4 S - W r L I• CERT.OFAUTH. 018286 REVISED TABLE 2, REMOVED EXAMPLE ,vA,r iaa.+.ter sm• a•'i�' • °1i°ori • •°1'°cr► • • dx vrwocem�wc ® GD7MWMDOW �VTS •7 +22 RGTO129 • au. aemns�+�n ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying lor with the Fida Building Code NOA-No. 17-0420.17 expiration Date02/12/2020 LYNAI No.58705� 44i `S �()NA,LLrEN ` • A. LVNN MILLER P.E. • P.E.#58705 TABLE 3: Design Pressure (DP) and Anchor Quantities Required, Maximum DP for all sizes: +90 ! -90 (for all approved configurations on Sheets 2 & 3) (May be limited by Table 3A) For comer astragal anchorage on 90' or 135' comer units, see sheet 11 Window Unit Height (in) Table applies to Glass types 42 48 60 72 80 96 4, 4A, 6, 6A, 7, 7A, 8 & 8A 31-718" DLO 37-7/8" DLO 49-7/8" DLO 61-718" DLO 69-7/8" DLO 85-7/8" DLO Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group and the Stile/Astragal types shown below. A B C D A I B C D A I B C D A B C I D A BI C D A B C D ea I + + r�A+lIC4+lIC4+11LA+lIL4+IL4+ltq+FrCT+-f=+ + + + + + + + + + + + + 24 Jamb 4 4 4 4 6 6 6 6 6 6 6 6 8 8 8 8 8 8 8 8 8 8 8 8 DLO P-Hook 4+5 4+5 4+5 4+5 4+5 4+5 4+5 4+5 5+6 5+6 5+6 5+6 6+7 6+7 6+7 6+7 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 36 Jamb 4 4 4 461 6 6 6 6 6 6 6 8 8 8 8 10 8 8 8 12 10 8 8 a DLO P-Hook 4+5 4+5 4+5 4+5 4+5 4+5 4+5 4+5 5+6 5+6 5+6 5+6 6+7 6+7 6+7 6+7 6+7 6+7 6+7 6+7 8+9 8+9 8+9 8+9 v Head/Sill C4+2 C4+2 C4+2 C4+ C4+2 C4+ C4+2 C4+ C4+2 C4+2 C4+2 C4+ C4+2 04+ C4+2 C4+ C4+2 C4+2 C4+ C4+ C5+2 C5+2 C5+2 C5+ d 42 Jamb 4 4 4 4 6 6 6 6 8 6 6 6 8 8 8 8 10 8 8 8 12 10 8 8 DLO P-Hook 4+5 4+5 4+5 4+5 4+5 4+5 4+5 4+5 5+6 5+6 5+6 5+6 fi+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 See Note A be[ E z 41" Head/Sill C4+2 C4+2 C4+2 C4+ C4+2 C4+2 C4+2 C4+ C4+2 C4+2 C4+2 C4+ C4+2 C4+2 C4+2 C4+ C5+2 C5+2 CA+2 Cs1+2 C6+2 C6+2 + 48 DLO Jamb 4 4 4 4 6 6 6 6 8 6 6 6 10 8 8 8 10 8 8 8 14 12 8 ;81-0 PHook 4+5 4+5 4+5 4+5 4+5 4+5 4+5 4+5 5+8 5+6 5+6 5+6 6+7 6+7 6+7 ax Re-+1-R71Fr)P(.IASSTYPF7- 6+7 7+8 7+8 7+8 7+B 9+10 9+10 9+10 NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4' SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4", POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3) ONLY THE 2-112", 3-1/4" AND 4" SILL HEIGHTS HAVE BEEN TESTED FOR WATER INFILTRATION RESISTANCE. THE 1-1/2" SILL HAS NOT AND MAY ONLY BE USED IN A PASS-THRU WINDOW, WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED DUE TO ROOF OVERHANG CONDITIONS. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE WINDOW IS USED AS A PASS-THRU WINDOW. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 6) WINDOW SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. PAIRS TO BE INSTALLED Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17) Flush - 1-1/2" see note 3 Low - 2-112" + 46.67 Medium - 3-1/4" + 60.0 High-4" +90.0 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR - 5tt NU I tb 1-s o n ,n Cno ecC GMRI v r1FT611 S THE FOLLOWING STILE & A51 KAUAL I yrt5 WILL ar= wcv — 110 1 �, Sight Astragal — — I -- - - "- � _ Lockstile @ « • --1 • • • --- - - 90" Astragal - - -- --- - - Lockstlle @ - 135" Astragal Lockstile @ Interlock P-hock Locks[ile @Jamb Assembly Straight Astragal Assembly 90°Astragal Assembly 135-AStragai Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Astragal Outside C Outside Comer Inside Corner Insid Corner • Qutside ^'� • — • • • • • • Inside Corner t wrier • • • • • • Part #61 (x2) Part#61 Part#61 Part#61(Stile) Part #68(Astragal ) Part#61 Part#61 (Stile) Part #118 (Corner part#119 (Out.) part#120(ln.) • Part #5i (Yile)♦ farts#0l8+#32 •• • • • • • fart#6� • Receiver) (Corn. & Fxd Mount) 070 TECHNOLOGY5M N. VENM FL 34275 (1741)I8416a0 CERT. OFAVn1. T2M6 _EXAMPLE ON SHEET 9 DLO WIDTH= NOM. PANEL WIDTH - 7" DLO HEIGHT = WINDOW UNIT HEIGHT - 10.125" PANEL HEIGHT = WINDOW UNIT HEIGHT-1.866' PRODUCT REVISED as complying with the Florida Bonding Code NOA-61o. 17-0420.17 Expiration Date 02/12/2020 lllnnl • Qa .-• UCENSF.'•. l� �� • No.58705 ATE F' .•'• [(/�� SE LNG``• • 1lnlutt M�• • �•mw • • JY' • A. LYNN MILLER P.G -6 - 22 ABT0129 • C • P.E.# 55705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE SPLICE NOTE, THIS 24" MAX. O.C. 24" MAX. O.C. NOM. PANEL WIDTH NO FRAME "9+10" P-HOOK ANCHORAGE CONSISTS OF: JAMB (9) P-HOOK ANCHORS, SEE "C5" CLUSTER MAX. UNIT WIDTH REQUIRED @ (PERPENDICULAR TO GLASS DETAILS, SHEET 10 FOR SEE " CLUSTER DETAILS. EXTERIOR PLANE) SEE TABLE 2, SHEET 7 INTERLOCK REQUIRES "C6" SHEETT 10 FOR INTERLOCK POCKETS AND \ 48" NOM. CLUSTER, SEE DETAILS, SHEET 11 x SEE POCKET (10) P-HOOK --___-_ PANEL WIDTH x x x JAMB MOUNTING xx x x x fx x x x x x f- INSTALLATION, ADAPTER 6 MAX. THIS SHEET ANCHORS MIDWAY 1 i0i 3"MAX. & SHEET 14 BETWEEN P-HOOK ANCHORS & AT 3" °' x = FRAME FROM TOP & i 14" MAX. O.C. ° ANCHORS 96" BOTTOM o I 1 o UNIT 8 MAXE. TO OPENING y ®I o + 0 9= P-HOOK HEIGHT EDGE OF POCKET SEE w e 11 MAX0 ANCHORS i = a ®I 14" . O.C. INSTALLATION iow a{— Z DETAILS'Jc' &'Kc', i m'- $ i•i t M 0=P_HOOK END PANEL SHEET 14 & PART I e ° MOUNTING -ANCHORAGE DETAILS'S &'K', 1 � m i-i�� Io 3" MAX. ADAPTER (2 ANCHORS) SHEET 19 FOR j S �ANCHORS P-HOOK L--___TMAX. „ ANCHORS END PANEL x +2• ' ,� x x xxx xx x xx xxx x x S ANCHORAGE ANCHORAGE x' x (SEE SKETCH BELOW "+2• •+2" � N ^+2• ANCHORAGE CENTERLINE 6-MAX"TYP' ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2 04" EXAMPLE 5—PANEL, 2 TRACK 90° OUTSIDE CORNER - pXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN: 48" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) 6" ANCHORAGE EXAMPLE NOTES: 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: FXTER CENTERLINE OF HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM 21" INTERLOCK APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX. R ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. SEE "C5" CLUSTE DETAILS, SHEET ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM. FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5.64" "+2" ANCHORAGE REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT 6" MAX. REQUIRED AS PER THE FIGURE AT RIGHT: "" " •" CENTERLINE JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR �2 TRACK OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE FRAME JAMB P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR REQUIRES "+2" ANCHORAGE SEE "C5" CLUSTER END PANEL "C6" CLUSTER, SEE CENTERLINE CENTERLINE DETAILS, SHEET 10 ANCHORAGE `DETAILS, SHEET 11 F.—OF FOR ASTRAGAL �OF (2 ANCHORS) g• I INTERLOCK ASTRAGAL 4.051" 3.5" MAX. SEE "C5" CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL 24" MAX. O.C. x 8" MAX. x 4 PAIRS OF ANCHORS (TOTAL 8 21"MAX. ANCHORS) O.C. PER JAMB x� (SEE JAMB x DETAIL BELOW) x x '=i END PANEL 6" MAX. ANCHORAGE (SEE -+2" SKETCH BELOW) ANCHORAGE SPLICE NOTE: NON-STRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE OR HEAD OR SILL IF A SPLICE OCCURS AT THE P-HOOK. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.17 Expiration Date02/12/2020 BY �— �. • • .`` `� NY LYNN :��'C�`O''�iOENSF �il�F � ` • L�CENTERLINE ,.+2"ANCHORAGE L�CENTERLINE 1 OF PANEL 3 OF FOR OTHER INTERMEDIATE ANCHORS • CZWERU4 • • 0 •• PANEL 4 +2 ANCHORAGE OF PANEL 5 '*:' No.58705 __ SEE SHEET 11 .A� 1070 TFCHNOLOGYDRNE N VENICE, FL 34275 ANCHORAGE SFKOING& EKAMPbE PLAN&&• •%O'��.'•., oLORI ,.•'��. SERIES 7AO.ALLI&I SGQ-I •L 1 • ''�iS�/OIIINAIuu11E?``� oFau CE/iT. rN. s7sz45 CORRECTED EXAMPLE TO UPDATEDANCHOR VALUES. emv — —0 sr�e• • aiM1•x• • • Y" • A. LVNtt I(IlLktn,�.E. ® SOD-770 WINDOW OITB 6 °� 22 • PCT0129 • C' • P.E.#59705 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASTRAGAL OR SPLICE LOCATION INTERLOCK--�—IF NEEDED CENTERLINE 1 3.5" 1.75" 4" D 2.04" 1 EXTERIOR 3.5" 7" 15 2-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR 6" DIAG. ASTRAGAL OR (FOR SPLICE INTERLOCK I` IF NEE LOCATION 2.p4 INTERLOCK-1 CONDITION, USE IF NEEDED 2.04" CENTERLINE "C6" CLUSTER DETAIL) CENTERLINE 1.75" EXTERIOR 7" 7" 3.5"W7"3.5" 21" MAX. y O.C. t- 2.04"4" 21" 5.64" MAX. 4" DIAG. ExTERIOR O.C. EXTERIOR 7^ 6" MAX. V 2-TRACK FRAME HEAD/SILL � 2-TRACK FRAME HEAD/SILL a?a ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK � 2-TRACK (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6" MAX. ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6") ANCHOR PAIR ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION INTERLOCK__�2IF NEEDED INTERLOCK-+ CONDITION, USE INTERLOCK- i IF NEEDED CENTERLINE i CENTERLINE 1 "C6" CLUSTER DETAIL) CENTERLINE 3.5" 3.5" = 3.5" 7" -0 I 0 2.04" 4" DIAG. 4.08' 4.08" i 104' 7„ EXTERIOR 7" 4° DIAG. EXTERIOR 3,5" 3 5" EXT�ElR,IOR TERI 0 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL A ASTRAGAL OR INTERLOCK P ASTRAGAL OR INTERLOCK @ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C4") ANCHORS ARE REQUIRED, "C5-) ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR SPLICE LOCATION INTERLOCK--�—IF NEEDED CENTERLINE 4-TRACK FRAME HEAD/SILL CUB ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") NO CHANGES 4" DIAG. 4^ 5.37" DIAG. ` o EXTERIOR 7" V 4-TRACK FRAME HEAD/SILL nU ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") ASTRAGAL OR II (FOR SPLICE INTERLOCK 'i CONDITION, USE CENTERLINE ^C6" CLUSTER DETAIL) 3.5" [-- 2.04" 77 4.08" EXTERIOR V ASTRAGAL OR (FOR SPLICE INTERLOCK- CONDITION, DO NOT ron�Tooi mic USE THIS DETAIL) .04" 1 4-TRACK 6" DIAG. FRAME JAMB 2.04"cEXTERIOR ANCHOR PAIR ANCHORS MAYBE INSTALLED 21" EITHER IN THE EXT. OR INT. MAX. TRACK (INT. SHOWN) O.C. NOTES: 1. ALL DIMENSIONS SHOWN 5.64" ARE BASED ON MIN. ALLOWED. 6^ MAX 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT P-HOOK SEE SHEET 9. 3-TRACK FRAME JAMB ANCHOR PAIR PRODUCT REVISED as complying with the Florida FOR SPLICED Building Code CONDITIONS ONLY: NOA-No. 17-0420.17 SPLICE LOCATION I Expiration Date 02/12/2020 �IF NEEDED I By 3.5" 1 4-TRACK FRAME H[AO/SiL.L• f • • • • @ AST RA R LNTLIRLCCI11 • • • • (USE WHERE 6 CLUSTER ATICHOFZS AR�EQUAD, "C6") • WITH & WITHOUT SPLICE CONDITION N. VENICE. FL 3W5 ANUHU 1--" Mt-LIZ (sa)480•1800 nr CERT. OFAUTH. 02=6 SERIES 7766ALU4 SW- cavm�arroaxr 't • � � sGD-77o-no wwDo NTS �0 a 22 •• ••• R'iT0129 • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �. ` qNY LY,yN %� ...1OEN . . * : No. 58705 .�� %0 •' ST E OF 44/ - ()/VAL ENG • A.LWiA1111E1� P.E. • P.E.#58705 2.04" 2.04' - INTERIOR INTERIOR 1 " ?4-DIAG. 6.12' 6 12""� INTERIOR 90 INTERIOR 3. 90 EXTERIOR T 4" DIAG. 7" 3.5" 4"� I —•-' 3."' 4„ 1•— 7" —r 2.04" EXTERIOR 204° EXTERIOR 90° CORNER 90' CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, 'C4" ANCHORS ARE REQUIRED, 'C6") 4.08" NTERIOR ERIOR 4" INTERIOR b3.5"INTERIOR. 90 " I _ r. INTERIOR 2 "+1 ANCHOR INTERIOR ,// 4 4"DIAG. OE-POVEL 4 4" EXTERIOR 2.04' 7° 135° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "CIL) INTERIOR 8.94 "+2" ANCHOR 135° CORNER 2-TRACK FRAME HEAD/SILL WHERE 5 OR 6 CLUSTER�1�4" .(USE ° DIF ANCHORS ARE REQUIRED, 110611) 3.5" �CENTERLINE OF PANEL -'\Yp� . /f.08 "+1"ANCHOR 7.41" "+3"ANCHOR 4.08" 4.08' 5.37"DIAG. 3.5"4" EXTERIOR 4" EX3" 90° CORNER 135° CORNER 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL ("26" ANCHOR CLUSTER REQUIRED ("C6" ANCHOR CLUSTER REQUIF AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) INTERIOR 6.12 INTERIOR 2.04" r 4. EXTERIOR 5.88" INTERIOR INTERIOR g0° 3.5" 135° ^ 4,. T _ 6.12" i 4" DIAG. V I 6.12" 2.04' 1y�„3'S I \ 4" 4"DIAG. 1 4" \� EXTERIOR ---4 /�J' EXTEF !, 90° CORNER 135° CORNER 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED (CS° ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) NOTES: 1, ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1070 TECKNMC3YDRIVE 2, DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE N. VEmCE FL Swu IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. (96i)480-1800 Rmu peer. R CERT OFAUTH. A29M JR ZV5H7 C NOCHANGFSTHiSSHEET, rovmiwneatr r+crrousrlar:s. we EXTERIOR 2.04" 4" DIAG. W3.5"CENTERLINE OF PANEL CENTERLINE 4 I— OF PANEL INTERIOR ON "+2" ANCHOR 2-TRACK FRAME HEAD/SILL Ex IDINTERMEDIATE ANCHOR LAYOUT n VIEWS V 4"DIAG. PRODUCT REVISED as complying with the Florida Building Code 2.04' NOA-No. 17-0420.17 12° 3.5" Expiration Data 02/12/2020 CENTFRLINE OF PANEL By Miami-D a Product Control "+3" ANCHOR 2.04" 4.08" EXTERIOR \\\11II11Il�r 3.5" • • •I • • CL•NTERLYK • • • • \ ```�.. ,.......!N�� 2.04' • I`An�,'LE!� • • • • �1 �IGENgF•N" • • • ii • • • • 'F ,5� r • • • �I • • • • • • NO.58705 _ 4-TRACK GR,4ME-TRACK �IEAi1/SILL • • • • • �' INTERMEMTE A"OR SWOUT• • • • • (3-TRACK SIMILAR) �jo0�•'•. E ANCHOR66C, SWMPLE O► WST6RS 000 • • SSZO ENG`�� SERIES %1Q•i4LU�. SGD- O Vlr I • • • �"N,... ill" n.bwaa • �• -- • 9r"re�v • • ' • • ® A. LYNN MILLER P.E. tvn-rm wINnO •NTS 011 + 22 AGT0129 • C • P.E.# 58705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" ` EXTERIOR 1/4" MAX. SHIM EMBEDMENT: T SEE TABLE A, J SHEET 1 2X WOOD WOOD ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 ®2-TRACK FRAME HEAD w WOOD INSTALLATION WOOD ANCHOR TYR, 2X WCOD SEE ANCHOR NOTES TYP., SEE ANCHOR & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEEANCHOR NOTE 5, SHEET 1 (1/4" MAX.) j (1/4° MAX EXTERIOR 2-1/16"" EXTERIOR I EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2-TRACK FRAME SILL K& WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 MIN. OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE A, SHEET 1 SEE TABLE A. SHEET 1 1 /16" ' 2-1/16 ' NOTES: 114" 1/4" 1. ALL DIMENSIONS MAX MAX. SHOWN ARE BASED EXTERIORo SHIM EXTERIOR SHIM ON MIN. ALLOWED. *ANCHOR 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE ATYP.,SEE WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEEP 1. ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 4, SHEET 1 & TABLE A, SHEET 1 3-TRACK FRAME HEAD E 4-TRACK FRAME HEAD ` DIAGONAL O.C. IS MIN 4" (HEAD SILL) Bw WOOD INSTALLATION METAL INSTALLATION S OR 6" (JAMB) SEE WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS, SHEETS 10 & 11. SEE ANCHOR NOTES TYP., SEE ANCHOR & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE ANCHOR NOTES SEE ANCHOR SEE & TABLE A, SHEET 17 NOTE 4, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 E 3-TRACK FRAME SILL W WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 ~I 1 1 A, SHEET I TABLE A, SHEET 1 TABLE --L (� EDGE DISTANCE: 2X WOOD EDGE DISTANCE: 2X WOOD C, SEE TABLE A. TYP., SEE ANCHOR SEE TABLE A. SHEET 1 T'. SEE ANCHOR G SHEET 1 NOTE 3, SHEET 1 NOTE 3, SHEET 1 2.1116"' i 2-1/16"' WOOD ANCHOR WOOD ANCHOR TYP., SEE ANCHOR NOTTESES SEE ANCHOR NOTES & TABLE A, SHEET 1 O & TABLE A, SHEET 1 EXTERIOR 1/4" MAX. SHIM EXTERIOR 1/4" MAX. SHIM 2-TRACK FRAME JAMB Gw WOOD INSTALLATION NO CHANGES 3-TRACK FRAME JAMB Hw WOOD INSTALLATION N. VENICE. FL U275 ry41/4564600 CERT. OFAV171. f2=6 ANCHOR NOTE 5, SHEET 1 (1/4"MAX) C EXTERIOR 9 MIN. OF 3 THREADS BEYOND I� THE METAL SUBSTRATE EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 4-TRACK FRAME SILL Fw METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET" i �- EDGE DISTANCE: SEE TABLE A, METALTYP., SHEET 1 SEE ANCHOR NOTE 4, SHEET 1 2-1/16" SMS ANCHOR TYR, SEE ANCHOR NOTES & TABLE A, SHEET 1 MIN. OF 3 THREADS EXTERIOR T • •B OI`►) C V • • M Ai� • •SLWOTRATE• •... ••1/4" �. SHyv� • • • • • 4-TRACK FRAME JAMB by METAL INSTALLATION ANCHOR6ISE DLJNLS • • • • • • SERIES 7%ALUh•0. SW-VNDiVPO.- L441 • • 4f2 a 22 1 Al • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.17 Expiration Date 02/1212020 \'��`ONOGEN.... * No.58705 �O STA E O T� ._ P • 7/7j ONAL • • A LYNN MILLER, P.E. P.E.# 58705 INSTALLATION DETAILS CONCRETE EDGE DISTANCE: SEE PER TABLE TABLE A, SHEET 1 CONCRETE 2-1/16" + PER TABLE A, SHEET 1 t A, SHEET 1 EXTERIOR a CM1Ae CIl11ACAIT CCC TART F A CWrrT 1 CONCRETE PER TABLE A, SHEET 1 16EDMENT: J 114" EXTERIOR I II II B 11 �� L 1/4" EXTERIOR E TABLE A, MAX a V U� M a SHEET 1 SHIM SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 2-TRACK FRAME HEAD 4a 3-TRACK FRAME HEAD Ac CONCRETE INSTALLATION ec CONCRETE INSTALLATION CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (114" MAX.) EXTERIOR a 2-1116" ' PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 17 ANCHOR NOTE 3. SHEET 1 SEE ANCHOR SEE ANCHOR NOTE 5, NOTE 5, SHEET 1L [I SHEET 1 1 (114" MAX.) _ - ! (1/4" MAX.) EXTERIOR I L a 2-1/16"' - EMBEDMENT: SEE TABLE A, SHEET 1 NOTES: EDGE DISTANCE: 1. ALL DIMENSIONS SEE TABLE A, SHEET 1 SHOWN ARE BASED 2-1/16"' ON MIN. ALLOWED. 114" + DIAGONAL O.C.IS }" MAX. MIN 4" (HEAD & SILL) SHIM OR 6" (JAMB) SEE DETAILS, SHEETS 10 & 11. PROPERLY SECURED 1XTCaONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE CHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 FRAME HEAD ®4-TRACK Cc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES & WOOD BUCK TYP., SEE TABLE A, SHEET 1 7 ANCHOR NOTE 3, SHEET 1 EXTERIOR I L a2-1/16"' EDGE DISTANCE: CONCRETE EDGE DISTANCE: c.uNclm I I_ EDGE DISTANCE: SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 CK ME SILL Oc CONCRETE NSTALLATION Ec COME SILL tffi� NCRETCK E NSTALLATION Fc COE SILL NCRETE NSTALLATION EMBEDMENT: SEE fr TABLE A, SHEET 1.�� EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: EMBEDMENT: SEE -�1 CONC./CMU ANCHOR SEE TABLE A. TABLE A, SHEET 1 TYP., SEE ANCHOR SHEET 1 EDGE DISTANCE: NOTES & TABLE A, PROPERLY SECURED SEE TABLE A. SHEET 1 1X WOOD BUCK SEE ANCHOR NOTE 3, SHEET 1 SHEET 1 2-1/16" PROPERLY SECURED CONC./CMU ANCHOR 1X WOOD BUCK TYP., TYP., SEE ANCHOR SEE ANCHOR NOTE 3, CONCRETE NOTES & TABLE A, SHEET 1 OR CMU SHEETI CONCRETE PERTABLE EXTERIOR .� OR CMU EXTERIOR �' A SHEET 1 �L V 1/4' MAX. SHIM PER TABLE nn I A SHEET 1 V 1/4" MAX. SHIM G c 2-TRACK FRAME JAMB CONCRETE/CMU INSTALLATION 04/05/17 I C I NO CHANGES THIS SHEET. 3-TRACK FRAME JAMB He CONCRETE/CMU INSTALLATION J1070TEcrwaccrnR vE N. V `OFwA fl. J495 I l l l n (941) 480-1600 CERT. OFAIIlFG IC28296 EDGE DISTANCE: PROPERLY SECURED SEE TABLE A, 1X WOOD BUCK TYP., F SHEET 1 SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET CONCRETE OR CMU EXTERIOR 'i:, • •PERTABLE 1/4" MAX. SHIM • • • • • e4-MCK ?ME JA& • • Ic CONCRETE/CMU INSTALLATION iNCHORAGE DETAILS • • • • • SERIES 770 AL Lft SGDWVIN Olff - LMI - I,D wrNDow NTS O s 2: • a PCf0I • CONCRETE PER TABLE A, SHEET 1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.17 Expiration Dete02112/2020 �11111 lIrrr • s•- iiQ�-' - EICEN F �••.1�� ' r .*�• No. 58705 09 ter' Fr tu�� • 'y TONAL ': ,• rr�runllU� 1 • L�i7j�,,'�� MILLER, G.E. • • °.E-#58705 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS FRAMEJAMB REQUIRED AT ALL INSIDE POCKETS EMBEDMENT: SEE TO PREVENT WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER INFILTRATION WOOD ANCHOR TYP., o SEE ANCHOR NOTES EMBEDMENT: & TABLE A, SHEET 1 SEE TABLE A, (ALSO SEE TYP. SHEET 1 28 ILLUSTRATION, SHEET 9) ED DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT _ SEE TABLE A, 26 EXTERIOR SHEET 1 PHOOK WOOD ANCHOR TYP., lulP-HOOK SEE ANCHOR NOTES CONCRETE OR & TABLE A, SHEET 1 CMU PER TABLE (ALSO SEE P. 2.693" MIN. A, SHEET 1 ILLUSTRATION, SHEET 9) EDGE DISTANCE P-HOOK FOR USE WITH FLAT SILL RISERS PARTS #18 #20, #22 OR #24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION 2.693" MIN. EDGE DISTANCE CONCJCMU ANCHOR TYP., SEE 26 ANCHOR NOTES & TABLE A, SHEET 1 1-114" MIN. EDGE DISTANCE EXTERIOR P-HOOK MOUNTING ADAPTER CONCJCMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE EMBEDMENT: SEE A, SHEET 1 TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH ANY SILL RISER Jc PARTS #18. #20, #22 OR #24, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE ADAPTER CONC-/CMU EMBEDMENT: SEE ADAPTER SMS TABLE A, SHEET 1 ANCHOR TYP., SEE NOTE 4, SHEET 1; TABLE A, SHEET 1 CMU PER TABLE MIN. OF 3 THREADS ANCHOR TYP., SEE A, SHEET 1 ANCHOR NOTES &TABLE BEYOND THE METAL ANCHOR NOTES A. SHEET 1 SUBSTRATE 28 &TABLE EMBEDMENT A, SHEET 1 (ALSO SEE TYP. (ALSO SEE TYP. ILLUSTRATION, SHEET 9) ILLUSTRATION, SEE TABLE ASHEET 1 s . 28 EMBEDMENT: SHEET 9) 1 SEE TABLE A, EDGE DISTANCE: SEE —1 SHEET 1 TABLE A, SHEET 1 1-1/4"MIN. EDGE DISTANCE P-HOOK SMS ANCHOR TYP., / EXTERIOR SEE ANCHOR NOTES J n & TABLE A, SHEET 1 V (ALSO SEE TYP. 2.693" MIN. ' ILLUSTRATION, SHEET 9) EDGE DISTANCE P-HOOK FOR USE WITH BOX SILL RISERS Kw PARTS #19 #21, #23 OR #25, METAL INSTALLATION EXTERIOR (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY P-HOOK CONCJCMU / EXTERIOR ANCHOR TYP., SEE J/ 15 ANCHOR NOTES & TABLE A, SHEET 1 2.693" MIN. (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) ea P-HOOK FOR USE WITH BOXSILL RISERS Kc PARTS #19, #21, #23 OR #25• •R • • • • • CONCRETE INSTALLATION • EXTERI • (SEE TABLES 1A, 2A & 3A • •-WZMOUNW 0 0 0 : 0 • FOR WATER RATINGS) • • • • • • 1070. VE VE CE,,`R 3427s ANCHORAGE D 7%/L9 • • (541)/80-1600 cERT. -A-- SERIES 770 ALUU tGDjW 0405/17 C NO CHANGES THIS SHEET. ,?e�7 — % °'+�• a n._ G,"dv! Den: aorrdsnrks,NG. ® GA770WINDO NTS 04 a 2) • • • NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN, ALLOWED. 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A, SHEET 1 FOR ALLAPPROVED SUBSTRATES. 3. SEE TABES 1-3. SHEETS 6-8 FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES, ALSO SEE EXAMPLE ON SHEET 9. PRODUCT REVISED as ---plying with the Florida Building Code NOA-No. 17-0420.17 Fxplratlon Date 02/12/2020 LY ONY NN�i • NO. 58705 *_ f'JCC 'R'c(OR10P..•'�� /%AL11``` � • •4. LVA WILCER, P-E- • • P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18; n ^INSTALLATION DETAILS'Gw' &'Gc', SHEETS 12 & 13 HEADER DETAIL W, SHEET 18; MAX. �ED JAMB DE�TIA�IL,'�G2��AAGAL HEADER DETAIL'A', SHEET INSTALLATION DETAILS'Aw'&Ac, DLOLLLSHEET 18; INSTALLATION ILS'L1' & 18; INSTALLATION DETAIL SHEETS 12 & 13 WIDTH JAMB DETAIL'G3', SHEET DETAILS'GW &'Gc', L2, SHEET 19 'Ad &'Ac', SHEETS 12 & 13 Typ, /"18; INSTALLATION DETAILS 'zHEETS 12 & 13 90° __r -r-,� 'Gw' &'Gc', SHEETS 12 & 13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE R' 'L' 'D' 'A' M / NOM. PANEL / / HEN WIDTH TYR PE MAX. PER SEE TAB DLO TABLES 1-3 NOTE 2, 1 HEIGHT SHEET 15 a: I a j D x — MAX. UNIT WIDTH r GHT PANEL PANEL PANEL TYPE TYPE TYPE X. A CS' OS' IT SILL DETAIL R 'D', SHEET / MAX. PANEL / LES 18; WIDTH TYP. 3 INSTALL DLO PER DETAILS HEIGHT TABLES 1-3 SHEETS12 &13 X x X PANEL TYPE MAX. UNIT / HEIGHT PER SEE TABLES NOTE 2, 1-3 -IEET 15 a L SEE FRAME & I SILL DETAIL'O', SHEET 18;l --- MAX. UNIT WIDTH PANEL CORNER EXAMPLE: OXXX INSTALLATION DETAILS CONSTRUCTION pw' &'Dc', SHEETS 12 & 13 EXAMPLE: 90° OUTSIDE CORNER - XX/XX 2-TRACK) DETAILS SHEET 15 2-TRACK JAMB DEfAIL'11', SHEET 18; ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'Iv,& L2, SHEET 19: 1 INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12 & 13 HEADER DETAIL ETAIL'H2', SHEET P-HOOK DETAIL V & W, SHEET B', SHEET 18; 1 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', DETINSAILS -BWATION JAMB LS'I%VDETA'12', SHEET 18; INSTALLATION 'Hw' &'Hc', SHEETS 12 & 13 'Jc,'Kw' &'Kc', SHEET 14 DETAILS'BW &'Bc', DETAILS'Iw' &'Ic', SHEETS 12 & 13 SHEETS 12 & 13 I-.- MAX. UNIT WIDTH --'� MAX UNIT WIDTH —"'1 MAX. UNIT HEIGHT PER TABLES 1-3 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE R' L' M. 'F NOM. PANEL WIDTH TYP. MAX • SEE PER DLO NOTE 2 TABLES 1-3 HEIGHT SHEET 15 a [::Xj 0 X X EXAMPLE: OXXXp (3-TRACK RIGHT POCKET) CORRECTED STACK n w� z� U n� rn SILL DETAIL'E', SHEET 18;' INSTALLATION DETAILS 'Ew' &'Ec', SHEETS 12 & 13 N. VEMCE, FL 54275 (94t)480-IWO TOP VIEW. CERT: OFAU77f. M296 ccvrrom,r°anr amusmrEs vc I PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE M' 'F 'F' P. MA NOM. UN PANEL H WIDTH TYP. PE SEE MAX. PER TAB[ --NOTE 2, DLO TABLES 1-3 1 SHEET 15 HEIGHT XL :Xj -1 -X i •• d•:: •• EXAMPLE:XXXO (4-TRACK, BY-PASS) SERIES 770 I% INTERLOCK DETAIL �'M', SHEET 19 90' OUTSIDE CORNER DETAIL'N1', SHEET 19 & CORNERANCHORAGE INTERIOR 11 S/ INTERIOR EXTERIOR NOM. PANEL WIDTH TYP. PER TABLES 13 UNff WIDTH HEADER DETAIL'C', SHEET 18; INSTALLATION DETAILS Cw' &'Cc', SHEETS 12 & 13 X. IT iHT R -ES 3 �I v INSTALL -A& DEITAL:L • 'Fw' & 'Fc% SHEETS 12 & 13 d 216 • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.17 Expiration Data 02M 212020 tltlnrrrr • aJ� �,�NY LYNry �',,. No, 58705 AL • flrrlll • �" • •A, LYNN MILLER,R, P.E. C • • P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLE: OXXXp (3-TRACK RIGHT POCKET) CORRECTED STACK n w� z� U n� rn SILL DETAIL'E', SHEET 18;' INSTALLATION DETAILS 'Ew' &'Ec', SHEETS 12 & 13 N. VEMCE, FL 54275 (94t)480-IWO TOP VIEW. CERT: OFAU77f. M296 ccvrrom,r°anr amusmrEs vc I PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE M' 'F 'F' P. MA NOM. UN PANEL H WIDTH TYP. PE SEE MAX. PER TAB[ --NOTE 2, DLO TABLES 1-3 1 SHEET 15 HEIGHT XL :Xj -1 -X i •• d•:: •• EXAMPLE:XXXO (4-TRACK, BY-PASS) SERIES 770 I% INTERLOCK DETAIL �'M', SHEET 19 90' OUTSIDE CORNER DETAIL'N1', SHEET 19 & CORNERANCHORAGE INTERIOR 11 S/ INTERIOR EXTERIOR NOM. PANEL WIDTH TYP. PER TABLES 13 UNff WIDTH HEADER DETAIL'C', SHEET 18; INSTALLATION DETAILS Cw' &'Cc', SHEETS 12 & 13 X. IT iHT R -ES 3 �I v INSTALL -A& DEITAL:L • 'Fw' & 'Fc% SHEETS 12 & 13 d 216 • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.17 Expiration Data 02M 212020 tltlnrrrr • aJ� �,�NY LYNry �',,. No, 58705 AL • flrrlll • �" • •A, LYNN MILLER,R, P.E. C • • P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLE:XXXO (4-TRACK, BY-PASS) SERIES 770 I% INTERLOCK DETAIL �'M', SHEET 19 90' OUTSIDE CORNER DETAIL'N1', SHEET 19 & CORNERANCHORAGE INTERIOR 11 S/ INTERIOR EXTERIOR NOM. PANEL WIDTH TYP. PER TABLES 13 UNff WIDTH HEADER DETAIL'C', SHEET 18; INSTALLATION DETAILS Cw' &'Cc', SHEETS 12 & 13 X. IT iHT R -ES 3 �I v INSTALL -A& DEITAL:L • 'Fw' & 'Fc% SHEETS 12 & 13 d 216 • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.17 Expiration Data 02M 212020 tltlnrrrr • aJ� �,�NY LYNry �',,. No, 58705 AL • flrrlll • �" • •A, LYNN MILLER,R, P.E. C • • P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL BOX OUT ASTRAGAL BOX IN INT CORNER 90 LOCKSTILE EXT CORNER 90 LOCKSTILE EXT CORNER 90 RECEIVER INT CORNER 90 RECEIVER EXTCORNER 90 RECENER EXT CORNER 135 RECEIVER INT CORNER 35 RECENER TYPES INTERLOCK OUT INTERLOCK IN STILE W/ HANDLE BOX OUT BOX IN W/HANDLE Wl HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE Ik118 #118 W/HANC#3 #31 W/HANDLE #31 a� --q'----�� L1 #12 #119 #61 #118 ' #e� #61 #fit, SINGLE INTERLOCK F PP K L TR TQ TC TA TV TW �— SINGLE 8 E P A C C /C CQ L r _ S G� v SV SW INTERLOCK � IN Ilex arr (mow) FIIXIEE R Sxom S FD FC FV FW STLLDGKSTIL RR E D A /� J J /H WANDLE 7Y� Mx, I lac N) w ASTRAGAL OUT / p LR PANEL NOTES: 0 BOX W/ HANDLE (eaxam 1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL AsTRAGu El if 1 V LEFT SIZES & DESIGN PRESSURE. 4INTERIOR RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF w BOXIN W/ HANDLE (BOXM PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS J )— ASTRAGAL T / f v STILE �TERIOR STILE AND ARE NOT AVAILABLE. 3.90" ASTRAGALS TO USE HEAVY-DUTY STILES (n Box OUT (EOM rdoxMm CORNER RECEIVER (#118) AND EITHER LI ASTRAGAL ❑ T U PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR REQUIREMENTS. EXTERIOR (#119) OR INTERIOR (#120) CORNER w J BOX IN ]9' mow/ (AIM APPLICABLE STILE/ASTRAGAL ASTRAGALS. 4. 135°ASTRAGALS TO USE HEAVY-DUTY STILES INTCORNER 90 LOCKSTILE RT CI (#61)AND CORNER ADDON(431). .J w W/HANDLE #12p EXT CORNER —►i' — 232" SILL RISERS OPTIONS 232" -1 r ' z Q C-' 9oLOCKSTILE W/ HANDLE #119 EXT CORNER 0 90 RECENER QT CT QS CS EXTERIOOR�{ ,232" 232^ ' EXTERIOR PRODUCT REVISED " EXTERIOR <�L_� .062" EXTERIOR ,Ofi2" `✓— 4.055" Bulldinas g Code�"�' the Florida 3.305' NOA-No. 17-0420.17 W/HANDLE #116 2.555" INT CORNER #61. 90 RECEIVER AT AS DF 1.56T Expiration Date_ 02/12/2020 .062' +4 W/HANDLE # Miami -Da Product Control EXT CORNER I-,/�#116 CF 13' FLUSHiSER2�LAT" 20 iIOLWRZSE2 FLAT 2z MEDSILL IUM, 3AX' T za HILL IGH, 4 ER, FLAT 00 RECENER #J-+d>�-' 9#13�1 .750" EXT CORNER 135 RECEIVER W/HANDLE #5 VT VS VE EXTERIOR 750" ,750" EXTERIOR EXTERIOR � EJ(TERIOR ,062" INT CORNER 431 WT S WS WF .062' ,gpg• a 4.055' a a '082" 3.305" 35 RECEIVER W/HANDLE #8 1 ssT .062` 2555' • • • elky I lI U G j OSILL RISER BOX' 9' SILL RISER, BOX O SILL RISER•BOX • ILL RkSE* BGX 21 23 25 • • • 'NO.58705 O FLU$H. 1-1l2" _ LOW, 2A/2" PAEDIU • • • • • _• • ` NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 = -)3 %10 . �; %0.(�'• f070TECHNOLOGYDRIVE dOOt°v` ATE OF :' (`�\ N. vEN CE FL34275 PANEL TYPES • • • • • • • • i , � SERIES 770AL SGD•WIN -L I • • � /�///NALIEI I. JR IR R.n 04/DFY77 C NO CHANGES THIS SHEET. CEInOFA„I M20 msr•rrrrepn ® s.mewe"r •"�' • • • °"wbp "7 • • • • •A. LYI.1N MILLER, P.E. O 0°m: vcrrmuarwes - SGD-770 WINDOW NTS 1i7 a 27 PGT0129• C • • P.E.#58705 JR 02lZO/14 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) FULLLENGTH OFJAMB G1 2-TRACK JAMB 6" LONG CLIP #105 Q W/RETAINER #106 MIDSPAN (SHOWN WITH FIXED PANEL TO THE INTERIOR) "I�EXTERIOR V 146,,FULL GTH#10 X 3/4' 2-TRACKJAMB SMS, X 3CLIP #80 OR #105 6"LONGW/RETAINER#123 (SHOWN WITH MIDSPAN 80FIXED PANEL TO THE EXTERIOR) 15 EXTERIOR EXTEF G SHOWN WITH 2-TRACK W/SCREEN OPT. SCREEN FRAME HEAD TRACK FXTERI a k�:� 6E G3 2-TRACK JAMB (SHOWN WITH OPERABLE PANEL) 15 112 40 G4 2-TRACK JAMB 51 52 W/ SCREEN 53 4IXT ,EERIOR v I�3 113 5 69 EXTERIOR a 3-TRACK BJ FRAME HEAD 2-TRACK W/SCREEN FRAME SILL ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. 04/ON77 C NO CHANGES TH/S SHEET. fO/10/14 1°•ema ae: ;Ili;lil 111�111 IllDll © -.� Imo• , . � �u © su 106 FULL PANEL JAMB LENGTH 61 105 17 i0 OR 61 71EE 5165 DETAIL G1 FOR FIXED g0 PANEL CLIP LOCK PART 75 8107-11 SEE DETAIL G2 103 FOR FIXED 5 so OR 61 PANEL CLIP 103 5 16 17 ,5gEXTERIOR ,R,EXTERIOR600R 61 / "DEXTERIOR v4-TRACK 15EXTERIOR 3�-TTRACK JAMB 3-TRACK JAMB (SHOWN WITH (SHOWN WITH JAMB (SHOWN WITH 4-TRACK JAMB (SHOWN WITH H1 H2 OPERABLE PANEL) FIXED PANEL TO 11 FIXED PANEL TO 12 OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) 4 5 t13 EXTERIOR 69 a d5Eh 4-TRACK MAX. UNIT FRAME HEAD HEIGHT PER TABLES 1-3 7070 TECNNOLWYORIVE ��ILy�J`�'/�}r--�r��I N, vENICE FL 3d275 I I 1 I r-i (991J /2A1600 CERT. OFAUTH. B29P9a • . • EIN TRACK • • • • • • F FRAME SILL • • • 0 •• ••• •• • •• • SERIES 770 ALIJAh •SGA- LA41frAG7; • — Da • re• • • • sG0-770 I NTS I IS + 2! 1 PUT0130• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.17 Expiration Date �02/12/2020 BY 1:- A iilllirir� 41, ^�N. ..........JAY N,yl NO. 58705 • _••* *_ 'A7 • : i,1?NAL11i AA wr. • •A L•NN MILLER, P.E. C • • P.E.#56705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 4 INTERIOR 61 113 118 3 EXTERIOR K EXTERIOR SILLS INTERIOR EXTERIOR ID INTERLOCK 67 -ITEM #61 (HEAVY-DUTY STAN L7 WITH STANDARD STILEARD ASTRAGAL S #60 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) WITH HEAVY-DUTY STILES #61 EXTERIOR BOX ASTRAGAL SHOW (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) 6,�,90' OUTSIDE CORNER N1 2 TRACK SHOWN ea N2 2 TRACKDSHOWNER STILE) SHOWN, ITEM #60 (STANDARD STILE) ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR (PSF) ASSOCIATED WITH STILES. 11 5 14 7 E 135° OUTSIDE CORNER W 2-TRACK SHOWN NO CHANGES THIS SHEET. N. VENICE• FL 34275 (941) 460-16W CERT. OFAVrH. 92=6 coeracrvemn varerarccs ac ,uL wcxrs rrFss a INTERIOR 4 INTERIOR 13W!.. 14 5 61 32 PRODUCT REVISED as comp)yIng with the Florida Building Code NOA-No. 17-0420.17 Expiration Date 0022111112212020 BY i. EXTER \11111(( Y LYNy135° INSIDE CORNE • P��'' 1,10ENSF�(( oz 2-TRACK SHOWN • • • • • • • • • • : =, • - • • • • • • ,(tA * + N0. 58705 .. :Q7\ _�' r ► • 4 �'• c70RIDA .•' ��7J • 4e,�DNAL HORIZONTALS G'f OP0 TA1LS,•30RNERS2 • SER1ES770ALLA41;GD:W1NPC".L* • (sill s1\` • •, LWIN VILER, P.E. sw.wsc sac •'�• • • o.•:oay • • • a^" • SDD-770 WINDOW NTS 1'9 d 20 POT01290 C' • • P.E.R $8705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Item Dwg.# PGT# Description 1 W306 617305 2-TRACKHEAD 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 3 17309 617309 3-7RACK HEAD 4 17312 617312 4-TRACK HEAD 5 11314 617314 FRAME SCREW COVER 6 17317 6173V FRAME HEADAAMB ADD -ON 7 17304 617304 2-TRACK SILL 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 9 17307 617307 3-TRACK SILL 10 17310 617310 d TRACK SILL 11 17313 617313 FRAME SILL TRACK INSERT 12 17315 817315 FRAME SILL SCREEN ADD-0N 13 17316 817315 FRAME SILL SCREEN ENDADD-ON 14 17305 817305 2-TRACK JAMB 15 1 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 16 17308 61730E 3-TRACK,WMB 6173 11 4 TRACK JAMB SLL RISER -FLAT 617319 SLL RISER -HOLLOW L_W2 617321 SLL RISER -LOW FLAT H17318 SLL RISER -LOW HOLLOW 617355 SLL RISER-MED FLAT 617354 SLL RISER-MED HOLLOW 617323 SLL RISER •HIGH FLAT 25 17320 617320 SILL RISER -HIGH HOLLOW 26 17333 617333 POCKETP-HOOK 27 7070 87070 NEOPRENE BULB WSTP FOR P-HOOK 2B 17334 617334 POCKET P-HOOK MOUNT 29 17335 617335 P-HOOK COVER 30 17348 617348 POCKET P-HOOK FOR BOX RISER 3t 17378 617378 135CORNER 32 17376 617370 135 FOED MOUNT fTEMS 4033 ARE SCREEN PARTS' 40 1 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 41 7LOCKWGSK SCREEN LO CKSET 42 41818 SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN INTERLOCK ADAPTER 44 4428 64428 LOCK SEEN DOUBLE INTERLOCK CR 4317 612256 SCREEN TOP RAIL 46 4318 612257 SCREEN BOTTOM RAIL 47 668 7SRA.Z STANOARDROLLFR 45 668 75RAX STANDARD ROLLER - ST STL. 49 4344 54344 SCREEN ASTRAGAL 50 17349 017349 OXO SCREEN ASTRAGALADAPTER 51 1692 61692 SCREEN SPLINE -.165" 52 1694 61694 SCREEN SPLINE •.150' 53 61816C20 SCREEN CLOTH 54 1725 12"-X4" X1/16" SETTING BLOCK 55 1726 P X4' X1/16" SETTING BLOCK Item PGgT# Dw PGT# Description 60 17325 517325 PANEL STILE 61 17326 617326 PANEL STILE (HEAVY DUTY) 62 17327 517327 INTERLOCKADAPTOR 63 1225 61P248 VNYLBULB WSTP_-THIN (INSIDE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRIP PAD 65 17328 017329 INTERLOCK SCREW COVER 67 17329 617329 ASTRAGAL 69 17339 617339 HEAVY DUTY ASTRAGAL 69 17324 BIT324 TOP B BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1695 1 71695 1-1/2"X1" X3W HIGH FIN SEAL DUST PLUGS 72 8153 1 78153X TANDEM ST. STL ROLLER ASSY. 73 8153 1 78153N TANDEM NYLON ROLLER ASSY. 74 1 SILICONE DOW-899, DDW4995 OR GE7700 75 8185 1 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRAM PLATE 76 71032XI F PFX #1032 X 1" FL SS SCREW W/'TYPE "F" TIP T7 7103239 IG32 STEEL ZNC U-NUT 79 17357 617357 1" IG BEAD 60 17359 611359 7/16" BEAD/ FA£D PANEL CLIP 81 17360 617360 9)16" BEAD 82 1224 STP247K VINYL BULB WEATHERSTRP 88 61745 1745 LOWE NC, 1/2"X 1/16" SGL SIDE ADH. TAPE, POLYETH. 100 8052 48052 ROLLER ADJ HOLE PLUG 101 72087 .IAMB BUMPER 102 law71696 DUSTPLUG 1113 8186 78186X 1"KEEPER 104 653 7SDKEEP SCREEN LOCK KEEPER 105 17344 617344 FLIED PANEL CLIP -6"LONG 106 1 17352 617352 FLED PANEL RETAINER -9'16" 107 1739 71739 HANDLE KIT- INTERIOR RAISED WITH 711UMB TURN 108 1740 71740 HANDLE KIT - RAISED EXTERIOR HANDLE 109 1731 78102SN HANDLE KIT- RECESSED NTERIOR WITH THUMB TURN 110 1732 78178 HANDLE KIT - RECESSED EXTERIOR PULL 111 710X34PPSOAX 910 X3/4' PH. PN. TEK - S.S. 112 1235 67S16 WSTP,.270 X. 170-FIN SEAL 113 1712 64066 .187"X230"FINSEAL 114 71OX115PPX 410X1-172" 115 710)PPT *IDX1' N8 720X1X 41420XI-S.S. t}7 720X112X #t4-20X1-12'S.S. 118 17336 617336 90 DEGREE CORNER RECEIVER 119 17337 617337 90DEGREE OUTSDE CORNER ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL 121 19042 419042 HEADER BLOCK 122 j I 712175FPTX I HEADER BLOCK SCREW, #12 X 1-3W PH.PH.TEK-S.S. 123 1 17352 1 517352 IFNED PANEL RETAINER, 7/8" NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33-39, 56-59. 66, 78 & 84-99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 1070 TECHNOLOGYORIVE N. VENICE FL 9427d I (941)d861600 7 C4VVf7 C NO CHANGES THIS SHEET. _- CERT. O,,,r,s,,,,AU/H p20286 xwep•. PARTS LIST • • • • • • • Tar • • •--r—s—• SERIES 770ALbU &GLCW1NPCW" L I • Go -no wmvo NTS t0 m 2-0 PBTO129• PRODUCT REVISED as comp)ying with the Florida Building Code Non -No. 17-0420.17 Expiration Date 02/1212020 BY /� • `` �ANY•�YNN *W No. 58705 0'. STATE OF • ��NAL ENG``• • IA.I NIMW-EQ,Y0.E. • • P.E-#58705 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• 6 • • ••• • • 5.068' � 8.562" i 0.080" 1.505" 0.081" (D%TRACK HEAD 10 4-TRACK SILL (6063-T6 AL) (6063-T6 AL) 6.198" �( 1.2y11" 0.081" O2-TRACK HEAD WI SCREEN TRACK (6063-T6 AL) 6.526" 0.080" -C 1.505' O8 3-TRACK SILL (6063-T6 AL) 7.105" � 6.221" 0.080" 1.505" 1.211" 0.081" 3O3-TRACKHEAD Oa 2-TRACK SILL W/SCREEN TRACK (6063-T6 AL) (6063-T6 AL) -y 1.872" 11 0.062" lllj1 9-.09" 0.181" j SCREEN 40 STILE 18" (6063-T6 AL) 5.069" 1.045" 1.993""0 0.062" 14 2-TRACK JAMB SCREEN 45 TOP RAIL (6063-T6 AL) (6063-T6 AL) 2-TRACK JAMB WI 15 SCREEN TRACK (6063-T6 AL) 1.36" 9.142" 4.49" 0.081" �-�I 0.080" -j C -1. 211" 1.505" G .77777- 0.081" O4-TRACK HEAD O7 2-TRACK SILL c (6063-T6 AL) (6063-T6 AL) 0.060" -►1 1.514" 0.062" .532 0" L 0.760" 1.260" 0.060" 1.990" 1.516" ,ME-HEAD/JAMB SCREEN OADD-ON t2 FRAME SILL SCREEN FRAME SILL SCREEN 13 END ADD -ON ADD -ON (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) REQUIRES MIN. #10 SMS REQUIRES MIN. #10 SMS OR 3/16" MASONRY OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. ANCHORS @ 24' MAX. O.C. SEE SHEET 17 FOR SILL RISERS. 11 -7 ( C NO CHANGES �crwt.a 1070 TECHNOLOGYDRM N. VENICE, FL 34276 (941) 480-1600 CERT. OFAU7H. Y29296 comaaHro�"r �rwuouarn snc. 7.105" P, 0.875" 1.993" L 0.062' 0.081" SCREEN OBOTTOM RAIL (6063-T6 AL) PRODUCT REVISED as 11-11ing with the Florida Building Code NOA-No. 17-0420.17 9.141" I Expiration Date sib • • • • t6 3-T CKJAMB: ••� (606 -j6 AL) • • • • • • • • • 17 A TRACR JAR/e (6063-T6 AL) • ••• •• • SERIES 770ALUM1 SGA:W1Ak0C .LI':/ ,w,� a.ww• • • cD 77o mNDo NTS 21 -2t P6T0129- �•. VOENgF'•. ��:� L } : • No. 58705 • v'' !66'�uIVAL • -L•NiNIMIL 10, •LEK RE • • P.E.1158705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0.718" F-�j 0.83" 2.304" 3.802' I� ! 3.802" 0.752' 0.752" 0.885" j 1.163" 0.062" T 0.080° D 1� 4" 0.062" 0.796" 0.233" J 0.264' J -- 0.062" 0.075" P-HOOK MOUNTING I P-HOOK SCREW FRAME SILL O 29 36 P-HOOK FOR BOX RISER 5 17 TRACK 2s P 063-T 28 ADAPTOR COVER 0.D80" SCREW COVER O 6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T8 AL) 4" 4" 02.4" 0"A1.41818' 1.739"--1 0.062" 1.600 0.133" 0.062' 1303" 1.888".0800" 0.325' .016" I-°---- 3.125" I----- 3.125"1A� ! 0.062" INTERLOCK INTERLOCK 31 135' CORNER 32 135" FIXED MOUNT O STANDARD STILE st HEAVY DUTY STILE s2 ADAPTER 65 SCREW COVER (6063-T6 AL) (6063 T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 3.979" 0.075" 1.645" 0.125"" 07 STANDARD ASTRAGAL (6063-T6 AL) 1.003" 0.757" 0.050" toe FIXED PANEL CLIP (6063-T6 AL) .550" - -0.7T09" 0.080" FIXED PANEI L too RETAINER 9/16" (6063-T6 AL) 4.125" ? 1.050" (-- 1.050" 1.050" 1.645° 0.062' 1.304" 7E.289" .611" 485" 4-"- .045" .04�) .047-,], 3.25" 0.281" -- 4 1-- GLAZING 7/16" GLAZING 9/16- GLAZING 6e HEAVY DUTY ASTRAGAL ss TOPBOTTOM RAIL 79 BEAD I G. 80 BEAD, FIXED B1 BEAD PRODUyyCTggREVISED (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP {6063-T6 AL) Building ICondewith the Fiorldn (6063-T6 AL) NOA-No. 17-0420.17 1.03" 4" 5.621" 0.080� 0.709" 2.893" 0.133" 1.498" 0.133" 498" - 0.863 L 0.080" 4" FIXED PANEL 5.621" 123 123 9Q`1T1SIDt t,yRdE4S"ytr,QA' RETAINER, 7/8" 2.826" (6063-T6 AL) 119 90° OUTSIDE CORNER ASTRAGAL (90: -T6 A): • • 0 : : = •; 719 90° CORNER RECEIVER (6063-T6AL) • • • • • .• • (60C3-T6 AL) JR 04.05/17 C NO CHANGES TH/S SHEET. Dawn By. -02 - JR 0220/14 ClmndB 1070 TECHNOLOGYDRM N. "CE, FL 34275 (944)460.1600 CERT. OFAUTH. F29290 coP/ 0=7 1S ••• •:• ••• -• ALUM. SGt)WND4,11. L:fl s a.,ea • NTS K I 't Mrol2g Expiration Date 4,1111 " 11viy11, � Q�'`'• �IGENSF ` �((� � NO. 58705 = 70 ? Il f :44, O,� STATE F 4- •� iC0 '"t ORIDN C) • • : NAL,111111 • 6A.1111(MMILLER,P.E. • • P.E. W05 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-DARE DEPARTMENT OF REGULATORY AND ECONOMIC4&OURCES BOARD AND CODE ADMINISTRATION �.J�I'+IOIY_/ NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION (RER) 11805 SW 26 Street, Room 208 T (786) 3I5-2590 F (786) 315-2599 www.miamidade.gov/economy NCOPE: •....• This NOA is being issued under the applicable rules and regulations governing the• ese of Ws'tructioii. • •; • materials. The documentation submitted has been reviewed and accepted by MWVi Pade Cvtmri.RER - • • • Product Control Section to be used in Miami Dade County and other areas where.4U01vpd by the Authority • Having Jurisdiction (AHJ). • • • • • • This NOA shall not be valid after the expiration date stated below. The Mianni* de C%.Produ4. • • . • Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miamj•D.ade County) reserve.:..' the right to have this product or material tested for quality assurance purposes. Ittliit produ f6-r;aterial..... fails to perform in the accepted manner, the manufacturer will incur the expense 41sUihresting and the AHJ • • may immediately revoke, modify, or suspend the use of such product or material wit-Mn theloi"Wictioit.• • • • RER reserves the right to revoke this acceptance, if it is determined by Miami—Dadj C3A pty Product Control.... Section that this product or material fails to meet the requirements of the applicable building code • • This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "AW-740" Aluminum Awning Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-AW740LM, titled "Awning Window Details - LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: noted herein. "Miami -Dade County Product Control Approved", unless otherwise RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 16-0714.23 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0614.20 MIAMI•DADE COUNTY (�c� R Expiration Date: April 11, 2023 Approval Date: September 05, 2017 Page 1 t Approved T-o' �- PGT Industries, Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.07) 2. Drawing No. MD-AW740LM, titled "Awning Window Details — LM & SM" sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, signed "me aied .... • by Anthony Lynn Miller, P.E. • • • .. ...... . .. ...... B. TESTS • :....: 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading p;r J%BC, TA . M2-94 • • • •' 2) Large Missile Impact Test per FBC, TAS 2A1,8.4. •.. • • •; • • • 3) Cyclic Wind Pressure Loading per FBC, TA4 F-0-94 • • • • ...... along with marked -up drawings and installation diagram of a:PV.C:sliding glass door, • a PVC fixed window and an aluminum sliding glass door, usV,ng: Vodisp!OQASG TPS spacer system, Duraseal° spacer system, Super Spacer® NXTi..t*er sy4grr1 and XL • • • EdgeTM spacer system at insulated glass, prepared by Fenestration Testing.L,fbbratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.23) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3 Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series CA740P aluminum projected (awning) window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7061, dated 10/03/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 124218.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014) and FBC 6" Edition (2017), dated 06/09/17, prepared by manufacturer, sinned and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 Manuel Pere . . Product Control Exa iner NOA No. 17-0 Expiration Date: April 11, 2023 Approval Date: September 05, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Amgrica,, Inc. foo we it • • • • • • "TrosifolO Ultraclear, Clear and Color PVB Glass Interlay@NP' Gated 0)/19/17, • • expiring on 07/08/19. • • • • • • • • • • •... 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray AmEf%'d',Znc. for their ; • • • • "Kuraray SentryGlas® (Clear and White) Glass Interlayeri ; *dated 06v'2!1? i, • • • • expiring on 07/04/18. • ...... . .. ..... .. .. .... ...... F. STATEMENTS . . 1. Statement letter of conformance, complying with FBC 51h Ldition (2014). d FBC • • � • 6th Edition (2017), dated , issued by manufa;Iyte, signed and sealed... by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 9, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.23) G. OTHERS 1. Notice of Acceptance No. 16-0714.23, issued to PGT Industries, Inc. for their Series "AW-740" Aluminum Awning Window - L.M.I. approved on 09/08/16 and expiring on 04/11 / 18. Manuel P ez P.E. Product ControlUxainer NOA No.4.20 Expiration Date: April 11, 2023 Approval Date: September 05, 2017 E-2 GENERAL NOTES; SERIES 740 IMPACT -RESISTANT AWNING WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS, MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1.10 THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 19" MAX. O.C. I. k . 4" MAX. t DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 5-9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 5/1 NATED GLASS STACK GLASS STACK 1/8-ANNEALED III Y 60" WIDTH EXTERIOR 53" VISIBLE LIGHT WIDTH (DLO) NO ANCHOR PAIR 35 REQ'O IF WINDOW IS 27-718" WIDE OR LESS 12" MAX. FOR UNITS (HEAD 8 SILL) �� B, SEE OVER 39" TALL (L j SHEET 2 OTHERWISE 4" MAX. ij ._._._._.—_._._._._._._._.—._ I I T j 39" HEIGHT A, SEE SHEET2 32" VISIBLE LIGHT HEIGHT (DLO) 6" MAX. 11 L_� B --►� �— 4" MAX. 23" MAX. O.C. USE ANCHOR PAIR FOR UNITS OVER 27-7/B" WIDE (HEAD & SILL) TYP. ELEVATION OF AWNING WINDOW 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE GENERAL NOTES .............................1 SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ELEVATION ....................................... 1 ON THEM BY THE WINDOW. GLAZING DETAILS ........................... 1 INSTALLATION. ............................ 2 7) DESIGN PRESSURES: ASSEMBLY TUBE DETAILS ............. 3 A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL ANCHOR SPECIFICATIONS............ 4 TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ANCHOR QUANTITIES ..................... 4 ASTM E1300. DESIGN PRESSURES ...................... 5-9 B. POSITIVE DESIGN LOADS BASED ON WATER TEST ASSEMBLY DETAILSBOM.............. 10 PRESSURE, STRUCTURAL TEST PRESSURE, FRAME EXTRUSIONSISPACER .................... 11 ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-M STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS F7L-7061, 3579, 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. ]11NATED GLASS STACK GLASS STACK .090" TROSIFOL® PVB BY KURARAY 3116" AMERICA. INC. —1/8-ANNEALED GLASS EXTERIOR 11/16'GLASS SITE /_\ O90" SG® BY KURARAY AMERICA, INC. ANNEALEDGLASS 11I16" GLASS BITE GLASS TYPE 1 GLASS TYPE 2 7/8' NOM. GLASS STACK 5116' LAMINATED GLASS STACK 118' ANNEALED GLASS 7/18'AIRSPACE • .090-TROSIFOL• PVB 1/8' ANNEALED OR BY KURARAY TEMPERED GLASS AMERICA, INC. 111 ANNEALED EXTERIOR GLASS a/1 11116GLASS. BITE Glass Types Sheet # 1 5116' Lami (1/8" An - .090" PV8 - 1/8" An) 5 2 7/16" Lami (3116" An - .090" SG - 3116' An) 6 3 7/8" Lami. IG (1/8" An - 7/16" Air - 1/8" An - .090" PVB - 118" An) 7 4 7/8" Lami. IG (118" T- 7/16" Air -1/8" An - .090" PVB - 1/8" An) 8 5 7/8' Lami. IG (3/16" An - 1/4" Air - 3/16" An - .090" SG - W16" An) 9 6 7/8' Lami. IG (3/16" T - 1/4" Air - 3/16" An - .090" SG - 3116" An) 9 "PVB"-TROSIFOL PVB BY KURARAY AMERICA, INC. "SG"=SENTRYGLAS® BY KURARAY AMERICA, INC. •\\111111I/// • CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM El 300-04 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 .AISI S100-12 •AISC 36D-10 �"`a�r11GENSryM�� ,'': No.58705 T�F} : CC/ '�O��s' •. FC ORIDP.. •' G\�� O E . A, LYNN MILLER, P.E. GLASS TYPES 3 & 4 7/8' NOM GLASS STACK —I 7/16"LAMINATED GLASS STACK 1/4'AIRSPACE 3115"ANNEALED GLASS NE 3/t6" ANALED .09D' SG• BY KURARAY OR TEMPERED GLASS AMERICA. INC. 38 3/16- ANNEALED GLASS EXTERIOR z/\ 11116" GLASS BITE GLASS TYPES 5 & 6 7" BY: te.+ • Re We Z • •O�'217 UPDATED ANCHORAGE PER FBC 2017. • Revision ptio NERAL NOTES & ELEVATION PRODUCT REV1SED s complying with the Florida Da;lamg cnae A�-.xp:�� Np 1i-Db1�f• � .� E1�imtk�e Date By \4iani Btk. Ltnf Ccrcfrd J ROSOWSKI VAICE. 34275 • TIB• • • VOLC. (&41) 48 —1606 . • At�VjNP W#NDaVSDETAILS - LM & SM 08/08/12 • C�WYRG » �TRIIND��I�e�ep • • se. sL ae1: • • • o•: sneer. Do.m9 No. Rev: RT. or AUTH. #29z96 AW-740 NTS 1 OF 11 MD-AW740LM C • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION EDGE OPTION 1 DISTANCE INSTALLATION ANCHORS INTO 2X WOOD. ^ AS REQUIRED PER TABLE 3, SHEET 4 WINC HEK FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. JAMB HARDWARE OW IHT BUCK HEIGHT VISIBLE LIGHT HEIGHT (DLO) EXTERIOR a TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. EDGE DISTANCE CONCRETE/CMU PERANCHOR EMBEDMENT REQUIREMENT {{ L TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE - '• TABLE 3, SHEET 4. EDGE " • °. 70 E DISTANCE ATTACHED TO FRAMEJAMB EMBEDMENT 1 ATTACHED TO OPTIONAL ADDON VENT JAMB FLANGE @ HEAD, JI SILL 8 JAMBS INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. BUCK WIDTH 1/4" MAX SHIM 84 J ATTACHED TO I I VENT SILL 35-37 ATTACHED TO FRAME SILL �f 1 VISIBLE LIGHT WIDTH (DLO) — WINDOW WIDTH SEE DETAIL HORIZONTAL SECTION A -A v u Al, B � OO NOTES: ATTACHEDTO FRAME d VENT 1) USE ONLY SUBSTRATE -APPROPRIATE JAMB 0 10 ANCHORS LISTED ON TABLE 3. SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION ATTACHED TO OPTION SHOWN MAY BE USED ON ANY FRAME JAMB SIDE OF THE WINDOW. 14 ATTACHED 2) ALL WOOD BUCKS LESS THAN 1-1/2' ATTACHED TO r Q TO FRAME THICK ARE TO BE CONSIDERED 1X FRAME JAMB L 89 JAMB INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED ATTACHED DIRECTLY TO SUBSTRATE. WOOD BUCKS TO VENT DEPICTED AS 2X ARE 1-1/2'THICK OR JAMB GREATER. 1X AND 2X BUCKS (WHEN USED) 0 82 SHALL BE DESIGNED TO PROPERLY - TRANSFER LOADS TO THE STRUCTURE. 38 39 WOOD BUCK DESIGN AND INSTALLATION 63 IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM .� /� 17 1R 1 SHIM THICKNESS TO BE 114". INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. 1X WOOD 19 BUCKSTRIP, SEE NOTE 2, THIS SHEET. 1/4" MAX SHIM CONCRETE EMBEDMENT PERANCHOR ' REQUIREMENT EDGE DISTANCE VERTICAL SECTION B-B —�I I~ 10" MA} I DETAIL At ��(.•'' VICENSF'•. �� i * No. 58705 * = ;tea 6 1 14 .- ; 0 % S TE NF &'ONAL III II I1111� A. LYNN MILLER P.E. P.E.# 58705 • 10" MAX. 1 v I I L—s- SEE DETAIL A2, BELOW NOTES 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Atretlonal Anchor Required on each Side ofthe Frame Assemby Tube (FAT) LL ffi Window Width Anchor A Type S. C 8 D 17"-25.9' 1 0 26•+ 1 1 LL Window Height AnchorT pe A B, C 8 D 17"-25.9" 1 0 29^+ 1 1 83v STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. 87 EDGE DISTANCE DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. EXTERIOR V VISIBLE LIGHT FORMULAS WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT-7 DETAIL PRODUCT REVISED A2 as complying with the Flvfds Buitdiog Code �11,1,1 ,411 .>creptsnca Pfo � !�•v E�pi:atioa Dnte • • • ev;� �: •ate. •• Revision S 6R • • 09/2C/17 NO CHANGES THIS SHEET. By • M:sm Della rct • • e�•ed jjy� vote• • Revision • • • • • • •• I. Descr;p6on: DraM•n Dy: GENERAL NOTES & ELEVATION J ROSOWSKI EERIVE 0 Dote: LCCE, L 34275 • Title • • • ') ae -1so� : • A4VPyIN•G VrAD. A DETAILS - LM & SM 08/08/12 'I DUSITq�IE5. 11NC. • 5e del: • • ScoE: Sheet: Drawing No. Rev: jF AUTH. 29296 • SAW-740' 1NITS 2 OF 11 MD-AW740LM C • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • AWNING (X) WINDOW HEIGHT WINDOW I _ �i WIDTH 740 SERIES AWNING EXTERIOR WINDOW I -I FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3. SHEET 4. 3) FROM SHEETS 5-9. FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED "DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS". 4) DIMENSIONS SHOWN ARE WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED "WINDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. AWNING / AWNING (XX) AWNING / CASEMENT / FIXED CASEMENT (XXO) FIGURE 1: FF 10", SEE NOTE 7, THIS SHEET-'1-. FIGURE 2: 740 SERIES AWNING / ---- WINDOW L / / ` / /\ D FRAME ASSEMBLY / TUBE 10', SEE NOTE 7, L p t 4 THIS SHEET 740 SERIES \ / CASEMENT —� I' WINDOW 740 740 E SERIES FRAME SERIES AWNING ASSEMBLY AWNING FRAME WINDOW TUBE WINDOW / ` ASSEMBLY, I/ -E TUBE / \ 740 SERIES 1 a FIXED WINDOW 'SEE PRODUCTS FOR INSTALLATION SPECS SERIES AWNING WINDOW MIN. # 12 X 1"SMS THROUGH INSTALLATION HOLES MIN. #12X l" SMS THROUGH INSTALLATION HOLES 740 SERIES vIBLY AWNING WINDOW HORIZONTAL SECTION C-C EXTERIOR a FRAME ASSEM TUBE r" 740 SERIES CASEMENT FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE WINDOW DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740-SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE 740 SERIES FASTENED TO WINDOW, AS SHOW IN CASEMENT DETAILS, WITH MIN. #12 X 1" SHEET WINDOW` METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. FRAME -ASSEMBLY 5) THE FRAME ASSEMBLY TUBE MAY TUBE NOT EXCEED 62' IN LENGTH (AS USED IN A 63- FLANGED WINDOW) OR BE MIN. # 12 X USED IN TEE OR CROSS -1"SMS CONFIGURATIONS. THROUGH INSTALLATION 6) THE FRAME ASSEMBLY TUBE IS NOT HOLES REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 740 SERIES EXTERIOR FIXED a CASEMENT WINDOW FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTI"L SECT E-E • • 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR CtOUP FROM:-%3..*- HaT 4: 2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. • L • • • • • •• ••• •• 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO AVERTICAL FRAMEASSEMBLY TUBE- OR 'DESIGN PRESSURE(PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE", DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. • • • • • • • 4) USING THE TABLE LABELED WNDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE TH?NUMBER OF ANCHORS NEEDEC:N T=1E HE:D, SILL AteMBSbF YOUR WINDOW. • • • • • • • 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED SEE SHEET 2), AND THAT MIN. # 12 X 1- ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW. • • 112 • • pe ddl nal Anchors Requlretl on each .0Frame Assemby Tuba (FAT) WIrW�ty Anchor vAjdth A B, C & D 17"-25.' 1 0 F. Wlndow Anchor i 41H919114 A B, C & D " • .9' t 0 26 • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• PRomc-f REVISFit g cMpiy v ttlm &W 8ie 'r- t Ct'tde AVCOpfanCO i'40 I A/� 4:s7;irmipn gy ed. rr Miem/i�tlu PrttOtxtc J O z°Q W w Q U) 6 J U ~ "Z p � lL O x W m < W d M N O Z v v00 m 0 � CD W Z CD O a (n O ;; V% ..W Z z -� o" O Nof O W ALL %Q LYN LIGENS,, M/�C�� No.58705 a.F A. LV/N'd AILUK E. P.E.# 58705 rM Window Anchors Required ivnoonnonnnivonuoonn00000000ivaogivonnivonnoo ©©©©ice©©©i©©©©©©©©©©©©©ice©©©©©n©©©©o©©©©©©© �111111ITTIM ire©©©©v©©©iu©©©nnnnnnnnnnnnnnnnnniunnnnnnnnn ®cam,©©©©n©©©n©©©nnnnnnnnnonnnnn onnnnonmm�nn ©©©©n©©©n©©©nnnnnnnnnnnnnnnnnnnnmonmm�nn ��onnno©nonnnnn©nnn©©ono©nnn©nnn©ommmmmmmm ©©©©n©©©n©©©onoonn000nonononoovonmmnmmmm . �iiiii�nn©nnnnmm�©omivnomonomoonmivoommmnmm�mmnmm ©©©©n©©©n©©©n0000nonnoononnonmmnnmmnnmmm :�ii�nn©mm�©nm©onmoonm000m000moonmm�nmmmnni.i.m ©©©©n©©an©©©000noivoon0000nonnmmmm�mnnmm� ��mn©nmonomoonm000m000m000mmm�nmmnmmmnnmm� ',©©©©n©©©n©©©ononnononoonmmmnmmi•nmmmnnmm� ®moo©moo©mnn©mno©mno©mmmnmmmnnmm�mi•mmm�mn '©©©©n©©©n©©©000nn000�■mmnnmmnnmm�mmm�mmmn �w?"Smoo©mno©mno©mno©nnnmmmnnmmmm�mnmm�ni.mmm� �©©©©n©©©n©©©iv000mmmnnmmnmmnnnmmnni.mmm�nm ��moo©moo©moo©mmmnmmmnmmmnnmm�nmmi•mmm�nnmi. ©©©©n©©©n©©©nni.nmmmi•nmm�mm�nnmmnmmm��mm OR HEIGHT DIMENSION SHOWN ON THE TABLE. �"^11V1•v V'"V�L1 V","•y,v•V _„_........_..."__.. ... ._... .. _.. --- Coup _ Anchor Subsimte Mln. Edge Distance Min. O.C. Distance Min Embetlmem Anchor Plate R.W11. 7 #12, steel SMS (05) S. Fine r 1• I'vir No 6063-75 Alum. 3'8• Sr .063• No A36 Steel 18" Sr .060- No A653 Stud. Gr, 33 1r 51W .045", 20 Ga. No A 914. steel SMS (GS) or914, 410 SS SMS S. Pine Sr 1• 1J/r No 6063-75 Alum. 3/r SIT .063' No A36 Steel 18- Sr .050• No A653 Stud or. 33 18' Sr .045' 20 Ga. No B //4• sled.... 2.&%Concrete 2-VT 4" 1-VW No Follow Bkxk 1" 6" 14/4' No Follow Bks:k 2A/2' S' 1A14" No 1/4" steel Utmcan Follow Black 1" 6" 1-114' Yea C 1/4" 410 SS C,sh,Fiex 3.35k Concrete 1' 5" 1J/4" No Hollow Block 2-112' 51 1-1/4' No 012. steel SMS (GS) or#12. 410 SS SMS S. Pine 5/8• 1' t1v8` Yee 6083-75 Alum. 3/8' Sr 1 .0713' 1 Yes A36 Steel 318• Sr .05r Yee A653 Stud 0, 33 Nr SB' .045' 18 Ga. Yes 414, steel SMS (GS) a#14, 410 SS SMS S. Piro Sir I. 1J/r Yes 8063-75 Alum. 1W 518" .0713' Yes A38 Steel 3/8' S8" .050' Yes A653 Stud Gr.33 3/8' 51W .045', 18 Ga. Yee D 1la' steel Utmeon 2.85k Concmte 1" 4' 13/4" Yes 2.85k Concrete 2Al2" 4' 13/r Yes Hollow Block Filled Block 2-112" 1 2-1/2" 5' 4' 1-1/4' I -we Yea Vea 1/4' 410 SS CreteFlex 135k Concn%e 1' r 1J/4' Yes 3.35k Concrete 2-1/2" 6'1" Yes Hollow Block 2-1/2" 8" 1-114' Yes 5116' sted Ultmcon 3.5k Concrete 1-7/4" 5' 1 314' No Follow Bock 3-1/r 5' 1-7/r No Fitled Block 2-7/2' s' 1.V4• No 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 3) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. 4) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/16" ANNEALED LAMINATED GLASS, 114" MASONRY ANCHORS INTO CONCRETE, +70/-70 PSF DP REQUIRED AWNING ANCHURS: A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +701-90. B) FOR THE JAMB, FROM TABLE 3, ANCHORS IN GROUP C HAVE THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. C) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. D) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. E) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS: A) FROM TABLE 9, A 34" X 61" FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE EXCEEDING THE REQUIREMENT OF +701-70 USING ANCHORS C OR D. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2A, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET I- F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME Material Mrt Fy Min. F. ASSEMBLY TUBE SIDE OF THE FIXED Sled Screw CASEMENT (HEAD & SILL). 470 Screw 90 ksi 170 ksi TARI F 4 Head Snubber Locations Glass Type: PVS (Ty pea 1, 3 & 4) SG (Types 2, 5 & 8) None Requited 20" max. from each end & 20" max O.C. SAMPLE CONFIGURATIONS: �{ 4" 1 4" -1 0. 4" 1 --n • t DID • • • ••• • 09 4" • •b4- ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 10.6" _i T FRODUCT REVISED es ..plying with the Ftalda tii:ildiog C<1de ura umchb 1'1,01,14.?A Ea;ri7rai a Dace • B, Ir Lu o J W od Q a z .O Q J Q F- LU 04 N00 0 Z > O O a 0 Z (n W F— O O O m ..O z d~ O of'. O 0If aU n Z 2 �Q ENV LYN& * ; N0. 58705 moo' 6 �c �7 T •.• S G�� ''.;S TONAL 1E��` A LYNN MILLER, P.E. P.E.# 58705 FOR GLASS TYPES: S'23073UCP REVISED TABLE 5' 1) 5/16" LAM (1/8 AN - .090" PVB -1/8 AN) 1�3uiddo$CCn�gwlntheFaLW Acrcpannc 1do - +�014 : f�+ "PVB'= TROSIFOL5PVB BY KURARAY AMERICA, INC. i-ynvation Date 1-1--, Ae 1 mdm_ fonV?7 J- SEE SHEETS 1 8 4 FOR WINDOW a WINDOW HEIGHT r ANCHOR U LOCATIONS WINDOW I AND WIDTH QUANTITIES. O J w U_ r) 06 C7 TABLE 6 W Z_ o 10• MAX. �•{ FRAME ASSEMBLY 0 TUBE c � w WINDOW 2 D HEIGHT ¢ w Q m LO ADDITIONAL r-- (V w WINDOW ANCHOR 1n (n WIDTH (4), IF REQ, w v �- N O �j ° Z SEE SHEETS 1 8 4 FOR WINDOW ANCHOR ° p *6 p (n O LOCATIONS AND QUANTITIES. SEE SHEET o o° 0 3 FOR ANY ADDITIONAL ANCHORS Y Y w Z REQUIRED FOR THE FRAME ASSEMBLY (� L p TUBE. ?) (L O O Z O Z °0a0 -c4 4� �Q cc w c FRAME WINDOW ASSEMBLY j HEIGHT TUBE+I ® o N o _L >n� RH 10• MAX, p 4 • I ,� _ 0 zu a poC ADDITIO w � ^ o I WINDOW I ANCHOR w WIDTH F~ (4). IF REQ. o a W ozv V SEE40HEET•S 1 i 4 FOJ 4/I NDOW ANCHOR t / LOCATTil AND QVNTITIES. SEE SHEET �t11 p1Y LYNAI 3.OR"tIADdTI(�IAL ANCHORS 0..--'••.. RL•QUIREDF•f+THE Ill ASSEMBLY �1�?•'• OCEN,9,,. TQBE.• • • • Q-; .tC� • • • • • * N0. 58705 XN • • • • • • • • • • 000 NAL NOTES: • • • • • n!tJNN IA�Lk��, P.E. 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. t 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P'E_p 58TD5 Design Pressure (ps1) for Single WlMows, All Anchor Gro ups WIMae Wltlih uMa 23' 2S75/7fi" 27-7/B' 3Y 34• 3T 48' S31B' Sr uneer +7a/- sD +7D/- 9a +7a- so a7o/- 90 +7m- 90 +70% w .7or- 90 .7or- 90 zS15/i6' +ro/- sD +7a/- 90 ,jar- 90 +70/- 9D +ro/- sD +7or- 90 +70/- 90 +70/- 90 +70/- 90 3B" +70/- 90 +70/- 90 a70% 90 +7a- 90 *rol- 90 a70/- 90 +701- 90 +7ad1.1 a7a-71.2 50�518' a7a- 80 a70/- 80 a70/- 90 P.70)-06.6 a7a- 90 +7a- 90 +7ab9.2 *7a-77.9 80' +70l- 90 +7a- 90 +70/- 90 +7ab3.7 +7a-79.6 +7a-74.363' +70l- 80 +701- 90 +70/-90 +7a-79.4 +7a-75.6 +7a-70.16Ta70/-90 a70/- 90 +7a-83.5 a7a-73.4 +/-69.47Y709070-0727a7T4 +/- 85.4 78' a70/- 90 +7a- 04.8 +7a- 75.2 N- 85 Design Prasum (PSI) for WlrgoNS Atrbcnetl to a Vertk • Frane A5 semdy TIDe wlmvx wimn ' JI urpC 29• 2515'16• z7are• 3P3/4• 3z" 94• 3T 46' S4-1/B• 60" L�I Anon«GnwP Arcror Graq AMn«GrouP Anchor Group AncnOr Gldl P Ancn«Group Anchor Group P Ancn«GmuP Ancn« Gmup Arclgr Cvd3p q g C D A e CflD A B CflD A B,CflD A B,CflO A B,CflD A B.CflO A B,CflD All All and«23' a7aao +7a-93 r70a90 +7a-90 +7a410 +7b-90 r701.9a +7a-9D a70/9D a7a-W r7D190 +1a-90 ,7a-N +7a-00 a7a-00 +7a-00 e7a-00 ,TaAO +70/-9D +7a-90 ,70/•BD ins 2515'i6" ,7a-90 +1a-90 r7a410 r7a-W +7[V-90 a7a-90 a70/90 +7a-9u +70/410 *7a-90 +70/-90 +7a-9] L+TV[7.9 +7a-9D ,1a-90 *7a9D 701. a JD +70/90+7D/90 a7a-0D *70/-90 � 39" r7a�o a7ola5z +7a-�.9 +7a-93 +ro-e3.t +ro-90 .rol-90 .7oa774 +7o/so +ro•90 +7a/-90 +7a-90 r7o/-90 +7aaD +ro/90 +70/-874 +7o/m .7aco aro/ao +7o/a1.1 +7aa1.z 5098" +7a-72.3 +157.9 r1.693 +7a-90 HLl ,7a-90 +70/-00 N-59.6 +roF9D +7a-90 +70/81 ,7a-90 +ro/-9a a7a-73.3 r7a4Xt +/b7.3 +7a-092 NSd.2 +7a•77.9 � 60' N-01 +/-48.9 +1a-90 */31 r7ab6fi e70r-00 H-50.3 +7a-80.6 *7a-90 +/bflb *70/b6.5 *lb5.7 +7a-037 Hb1.8 +7a-79.6 +IS6.8 *7a-743 63' arbB.1 +1-06.5 +lu`57 +70/b87 +/b1.5 +7D/b25 a70/410 +M7.9 *7a-76.8 r7a-90 +Ib5.1 +701823 +rb26 +701-794 a/b8.9 a7a-75.6 +134.1 .7b•7I1.1 TABLE 7: Design Pressum (psf) M Windows Allaohatl to a Morizonlal Frame Assembry Tube VJlndwv Wdlh B under 23' 2575/16• 27-7/e' 30-314' 3Y 34' 3T 48• 53-1/8' 6a Anchor Grail A9 Anchor Group All Anchor Group All Anchor Omup All Anchor Group A9 Anchor Group A B C8D Anchor Group A B Cfl0 Anchor Group A B C D Anchor Group A B C D Anchor Group B C D antler 23' +7a-90 +7aaa +7a-90 +7a-0D +7a-90 +7aA0 +7a-86.2 a70/-90 +7a50 a7a-79.2 +7a-90 +7a-79.5 a1-03.7 +70l-78.3 +7a-90 +/-08.9 +/.55.2 +/-68 +7a-90 +Ii8.9 +Ib8.5 a7ab0 2S15r16' +701-90 r7a-90 +7a-80 +7a-90 *7a-90 +7a-90 +Ta4i0 +70/-90 a70/-07.8 +7a-90 +7aA0 +7a-70.5 +7a-00 +7a-90 +7a6f1 +/-01 +70/-9p +7a-90 +7a-BD +7a-e6.6 +7a-90 *7;9•+7a-90 +7a-DO +7a-90a7a4i0 +7a-90+70/-90+Ta-07.4+7a-70.3 +7D/-76.1a701-09+7a-9o+/50.7 +/-08.1 +7a-77.B +7a-01.t PA +/57.6 +ffi&9 +7a-71.2 BDb/8' a70/-90 +7a-90 +7a•90 +7a-90 a7a-9D a7a-05.5 r7a-90 +701-90 +70/-78.6 +7a-09.2 +7a-fl9.2 +/b3.2 +7a-77.9 a7a-77.9 a7a-77.9 BY +70/-90 +7a-90 +7a-90 +70/-06.5 +7a4l3.7 +7a-79.8 +7a-79.8 +7a-79.8 +7a-74.3 +7a-74.3 +7a-74.3 � 63' BT +7p/-00 +70/-90 +7a-90 a70/-80 +7a-90 aT0/-83.5+7aa3.4 +7a-02.3 +7a-79.4 +7a-75.6 +/E9.4 +7a-75.6 +/-09.4 a7a-75.6 +/E9.4 +7a-70.1 +7a-70.1 +70/-70.1 • • • • 7Y +70/-90 +7a-07.2 +70/-77.4 +/be.3 H-05.4 76' +7a-90 +70/-84.8 +7a•75.2 a1-85 6a• wa-90 +7a41o.a +7aaD.e • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLES: FOR GLASS TYPES: P�ROTSUC'T 17GY2Sf$t 2) 7/16" LAMI (3/16" AN - .090" SG - 3/16" AN) rnnlpiy nS a:tbBm Ufa 3 A-cpis Cnde, .p614.RnD^A� Accept nua T10 "tr G7 'SG"= SENTRYGLAS�BY KURARAY AMERICA, INC. Expir ' Dsic 47 81' fy �d:r . Jede Pniilnct Conn J�. SEE SHEETS 1 &4FOR WINDOW WINDOW HEIGHT ANCHOR LOCATIONS C..) } �WINOOW� AND WIDTH QUANTFfiES. J O m a � U) a¢ ❑ c9 cn TABLE 9: � z SEE SHEETS 1 & 4 Q 10"MAX. Imo— FRAME ❑ J ASSEMBLY FOR WINDOW J TUBE ANCHOR o d Ur ll.. LOCATIONS AND '5 D U) O QUANTITIES. SEE CC J i SO WINDOW SHEET FOR ANY W Q N HEIGHT ADDITIONAL I-- N d ANCHORS fn W I ADDITIONAL REQUIRED FOR L j ODD W ❑ v I WINDOW gNCHOR THE FRAME CV O ��'111 WIDTH IIF"FFF (d), IF REQ. ASSEMBLY TUBE. O O O �^ Z Cl) ❑ W Z uYi uYi � � o f O O > CO Z b> m 0 m''0 a(5 < TABLE 10: o (if of'V" W 'v o o❑ r=Q rn L FRAME WINDOW ASSEMBLY N N HEIGHT TUBE 4 O ^ N 0'" 'I Res; 10" MAX. 0 4 0 � H =UOD� a U—^n— ADDITION w z a ° a LLo WINDOW I ANCHOR o» a'C WIDTH (4), IF RED. n Z w 0 V K�E�SHGET*1 &•1 F�2 WWD�rV ANCHOR \\ I I / 4OCAil•NSwND�QUMJTVES•SEE SHEET �� NY LYNiy 03 FOR APIY 7�DI►ION►tLM11CHORS O i2EQUIRtD POR }HE }RAMIE ASSEMBLY • tT • • • • • • • • • • • Q:' '•.9 i •TUBE. z No.58705 • ••• •• • ••• • %�••� / /�•�((7z • • • • • • • • • O ''. ST TE ((� • • • • • • • • • • 000 7 `S1ONAL NOTES: • • • • • //lll I I\\\\ 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A LYP E.w 58705 P E Design Pressrre (ps0 for Single WlMows, All Arohv Gfoupe Wlndow Design Presaue (wfl for Wseiows Attached to a Verticel Flame AsaemMy Tube Window Width / under Z3• 211at0' T7-7/8' 30�/4" 32" 3d' ` 37• 18' S31I8• 80' Anctrar Group Arwtlaf Group Anchor Group Anchor Group Ar¢hor Group Arwhar Group Anchor Grout Arohof Getup AMIar croup Mchnr Group A B C 0 A B CdD A B CdD A A B,CdD AAOfi3g' er z3• ,7a-90 .7a-9D a7a-90 +7a.90 +m-9B .7a-75.2 .7a-90 +7a-90 ,m-89.9 .7a-9D +7a-eD +7a-90 +7a-9D+7a-90 .7a-90 +7a-90 .7a-eo +7a-BO .7a-eo,7a-90 +7a-se +1a-90 +7B1-90 .7a-90 .7a-90 .7a-eo •7a-90m-90 ,7a-eo ,7a-sB ,7o +7B ,7a �B, ,m-9D .m-9D +m-eo,m-90 +m-9B+m�B +mAO.m.90.7a-90.m90.7a-00.7a-00 +lam .roao .m-«7a-90 .mao7a-eD +7aao«7a-9ovtd" .7a-90 +7a-90 .7a-90 -5IB',7a-723 ./-57.9 */E9.3 +7a-90 .7a-80 +7a-90 +701-90 *Ta�89.4 +70F907a-90 +70 «7a-71.9 «m-90 +7a-73.3 +m-90 +7a-89.8 +m-011 «m-00 «7a-90 0" N4St «/�B-9 +/58.5 .7a-90+m�08.8 +7a-90 +m-75.5,7aA0.8m.90a-75.«7a80mb03" +/�8.5 +/55.7 +7a-88.7 +Ta-77.2 +701-02.5 +7a-90 ,7a-77.9 +701-78.d +m-90 ,/85.1 ,m-90 +/E2.8 «mbD +/-58.9 +m-9[I +m-72.2 +7a-88.7 +m-90 Deign Pressure (psp tr WIMOwe Alta[hed to a HorlZorte' Frame Aisandy Twee wlanw vnan e errldv 23' 25-t S�tC Zl-7/8' 903/4• 3r 34" 37' 46' 9-VB" 60" Arctnr GIwQ Arclpf Grorp Anchv Gmry ArchOf Gmrp ArtM( Croup An[hv GT°ry Anchv Group Mchv Grasp Arc lnrGrorp Arxhv Grcup All AN All Pll A9 A B CdD A B CdD A B C D A B C D A B C D un0v 23" *7a-00 am-0o +7a•90 ,7a-0o am-00 +7a-BO +7a-662 ,m90 +7a-9f1 +7a•7B2 +m-00 +m•79.5 +/&1.7 ,7a 763 a7a90 +/LB.B ,1552 +/{6 +7a-00 +/♦it Hd8.9 +IS8.5 am�BO 2S1a16" +7a-90 am-00 ,7a-90 ,7a-00 +m-0o ,]b-9n e7b-OD em-0o +7b-90 +m90 +m-00 +70/89.1 am4e3 +7[1/-BO +7a-BO +7a-76.3 +7a-90 +7a-90 +m-90 NL].5 +]a�866 +m-0D +m-BO 99' +m-0o am-0o a7a-90 a7a-0D +m-0o a7a-9D +7a-00 am-0o ales-BO +m-90 +m-0o +7a-82 *m-90 +m-BO +7a-90 ,m-77 «7a-07 3 +7a-90 ,m-90 ,/b29 a7a-72 ,7a-B62 «mow $ 5ostr .m4n ,7B/4to a7a-09 +7a-0o am-0o ,7a-Bo .lam +m-0o aa-0o +m-0o +m-0o +7a-90 .men ,m-0o +7a-m x so" +7a-m ,]oleo a7a-w +7a-0o +m-0o .7a-0o .7a4D ,m-0o a7a-93 am-0D +m-0D E 6a +7a4w +men +7a-0o .m-0o +7a-w .lam +m-0o ,m-93 ,mat +men � sr a7a-0o +7Br-0o +m-90 .m-0o+7a-BB+7a-9D•••7r+7a-0o+m-9owa-0o,m-oo7G7aJ9o7o/-0B+7a-m M • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Design Pressure (pso for Single Windoiss, All Anchor Groups Wlrgrnv Width under 23' 2515116' 27-7/8' 30.a4 32' 34" 37' 46' 1 53-118' 6a uber 29• +701- 90 .701- 90 +701- 90 +701- 90 1 +7a- 90 .70/- 90 +70/- 90 +701- 90 a701- 90 +70%90 25.15/16" .70/- 9) +701- 90 +701- 90 +70/- 90 1 +7a- 90 +701- 90 +701- 90 +70/- 90 +701- 90 +701- 90 39r +701- 90 +701- 90 +701- 90 +701- 90 M. 90 +701- 90 +701- 90 +701- 90 4701d3.2 a70f-73.1 50-5'9• +701- 90 +701- 90 +70a 90 .701- 90 .701- 90 +701- 90 +701- 90 +701A0 x� 60' +70/- 90 +701- 90 .70/- 90 M/88.8 +701A5.8 +70/81.7 +701-76.2 ex +701- 90 +701- 90 +70/- 90 +70/84.4 +701.81.5 +7a-77.5 •70/-71.9 67' +7a- 90 +701- 90 +701-85.8 +7(V-78.3 +701- 75.3 +701- 71.2 7r +701-90 +701A9.5 +70f-79A +70/-71.1 +/-67A m +701- 90 +70186-0 +701- 77.2 +/- 66.6 84- 1 701- 90 .701- 02.5 +701- 72.7 FOR GLASS TYPES: 3) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) 'PVB"=TROSIFOL PVB BY KURARAY AMERICA, INC. SEE SHEETS &4FOR WINDOW WINDOW HEIGHT ANCHOR LOCATIONS AND WINDOW WIDTH QUANTITIES. I A Lt 12: Design Presslse (pso for Windows Attached to a Vertical Frame Assembly Tube Window Width m tntlef 23' 2515/10' 27-7I8' 30.9/4' 37 1 34' 3T 48- 53.//B' 60' Amtw Group Anchor Crap Anchor Group Anchor Group Anchor G-p I Anchor Group Anchor Group Anchor Group Anotlor Gmup Anchor Group A B C D A B C&D A 9 C&D A 18,C&D A B, CBD I A IB,C&D A B,C&D A B,C&D A B,CSD A B,C&D udder 23' +7a-80 a7a.90 a7a-90 +7aA0 +7aA0 +7a-90 ,7b-90 +7aS0 +7a-90 +7a-90 +7a-90 +1a-90 +7a-9D .7b-90 +7a-90 +7aA0 +70190 +701-90 +701-90 +701-90 +70/ +7b-00 +7a-90 +70/-90 {b 25-15/16' +7a-90 +7a-90 +7a30 +701-90 +701-90 +7ab0 +701-90 +701-90 +701-90 +7a-a0 +7a-90 +7a-90 a7a-9D +7a-90 +7a-BO +7a-90 +7a-90 +7a-90 a7a-90 +7b-90 r7a-90 39' +7a-90 ,7b-7s.2 ,7a-89.9 «7a-9D «7a83.i +7a-BO +7a-BO +7a-7T.a +7a-90 .7a-90 .7a-so +7a-90 «7a-so +7a-so o +7ae74 +7a-90 ,7a-so +7a-s0 +7a-81.2 +7a-03.2 +7a-71a «70I-73.150S'B' +7a-7z3 +/57.9 .1-69.3 +701-90 +1.64 +7a-90 +701-90 +/-59.6 +701-1 +7a-90 +7a81 +7a-90 «7a-n.9 +7a-90 Z+7W+70)+701 0 +/b7.3 +7or.90 +/-SA.z +7aA060' +151 +/-08.9 ./-58.5 +701-90 +/-54 +70/88.6 +701-90 +/-50.3 +7a-WS +7a-90 a1-68.4 +7aA8.8 +/iS.7 +7a-05.8.7 +/S6.B +7a-76.2 63' +/-581 +/-085 +I-55.7 +7a8B.7 +/-51.5 +7a82.5 +7a-90 +/-079 +7a-76.0 +7a-90 a/b5.1 .7a$4.4 +/-62.6 +7bA1.5.5 +/54A +76-71.9 I AD- l3: Design Pressure (pso far WInd0o S AttKhed to a HollZMA Frame ASSWDly Tube wlnmw wham under 23' 25-1'✓16' 27-7/(r 1 30 WC 32' 3t" 37' 1' 53-1/8• 6P AfChOr Gmup ArerW Group Mcner Grwp Anchor Gmtp Amhor coup AMhor GMP Anchor Grwp Anchor Gfwp AMWGmup Anchor Group All A0 A9 All M A B C& D A B C& D A B C D A 8 C D A B C D under 23' .76d410 +70/-00 ,1a-90 +7a-9U +7D/-90 +7a-90 +7a-86.2 +7a-0D +7a-00 +7b-79.2 +7a-00 +701-79.5 */83.7 +7a-76.3 .701-90 +/88.9 +/552 +r86 +70/J0 +/81 +f12.9 +I58.5 +70140 25-1&16- +7a80 +701-00 +701-90 +70/410 +70/-00 +701-90 +7a-90 I +701.90 ♦70/87.6 +70b4)0 +70140 .701-70.5 +70/-90 ♦70/-00 +7a-90 +/-61 +701-00 +7a-90 a70/-90 H51 +70f86.6 +701-00 .70/-00 39' +71Y.0 +70100 +70,-00 +70,40 +70e-00 +701-00 +7a4II1 I +MI-90 +70187.4 +70113 +70/90 +701-703 +70/-75.1 .7a'-W9 .70?-90 +t507 +1651 ♦70/-778 +700%12 +144.0 N57.6 +188.9 +7a-73.1 r 50-90' +7a-03 +70/40 +701-00 +7a-00 +ro/-00 +70/8&5 +70f80 +701-90 +70189.8 +701$3 +7b490 +183.2 +7b-8WO +7a80 +7a-00 m 6P +701-00 Na40 +701M .701-888 .T0185 B +70/81.7 +70/-81.7 +70e81.7 +701-7 8 +7a-76.2 +70f-762 6T +7a-90 +70190 +7a-97 +7a84.4 .7a81 5 +70/a75 +70'-77.5 +7a-77.5 +7D1-71.9 +701-71.9 +70E-71.9 67' +7a-00 .7a4X1 +70/85.6 +rot-78.3 +70'-75.9 +ro/-7L2 +7a-71.2 +7a-71.2 72' 1 .7a-9] +70(89.5 N01-79.4 +ro/-71.1 +187.1 76' +7b41D +7b868 +7a-7T2 +/866 Be I ♦7a4X1 +7(y82.5 +7a-727 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. 10' MAX. Imo- FRAME ASSEMBLY TUBE WINDOW HEIGHT I I ADDITIONAL I WINDOW I ANCHOR WIDTH IfY�� (4), IF RED. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. I - FRAME WINDOW ASSEMBLY HEIGHT TUBEI i1M_AX. �10' �L C$ l S S • • 3 `ORj • • R40UIP • • 000 TUB[.* WINDOW ANCHOR WIDTH (4). IF RED. A t �TIEZ. SEE SHEET D �L(wc qRs OpjTH`j FRAME ASSJyMBLY • • • • • • ••• •• • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • 0 • • • • 0 • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REV ISSD as complying `"ith fthe FWidd- DPooi ruade e2-0o 'mb-Die f Hy N1ienii a& 1ct Cul o A j (n J 0 J w co IL � as o r w z °� o j J O C w Q t F- W �- W N O Q' "Z 4LC) t0 O N 0 O° U) Q W Z CL O O ..Z Z m (!1 (n o C 7 a g0 O acn Z cl�e3: �Q rnmR.rc o �wv rc�Fi a 2U^ 2E-1 � rn aN O o wozv U IIII No. 58705 ' %,, ' i \1 A. LYNN MILLER, P.E. P.E.it 58705 Design Pressure (ps91a Sire Wnd-. All Anchor Groups w w- Width Loder 23" 25-15/16' 27-7/8' 30-3r4- 3Y 34' 3T 46' 53-1/8' 60" Wer 2W +70190 .70190 +70/-90 +70(90 +70190 +70/90 +70'-90 +70/90 +Rr90 +70f90 25-1&18' +7a-90 +70/90 +70190 .701-90 +70'.90 .7a-90 .70190 +7a$0 .70190 +701b0 39" +70140 +7ab0 +7019D +701b0 +701-90 +70f90 +701-90 +70150 +7a&0 +701-01.2 +7(/-00 +70/A0 +7a-90 +70190 470/90 +701-00 +7a90 +701.88.8 r 6a +7a90 +70/90 +7a90 +70r90 +70190 +7a90 +701414.6 63" +70190 +70-90 +70190 +70/90 +70190 +701$6.1 +70/-79.9 Sr +70190 +7a90 +70190 +701$7 +70f-83.6 +7a-79.1 7T +7a90 +701-90 a7a$8.2 +7a-79 +701-74.6 76' +7a90 +70190 +7a5s.8 +7a-74 84" .7a-00 +7a-90 +7a$0.8 FOR GLASS TYPES: 4) 7/8" LAML IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) 'PVB'= TROSIFOL®PVB BY KU RARAY AMERICA. INC. SEE SHEETS 1 &4FOR WINDOW WINDOW HEIGHT ANCHOR LOCATIONS AND WINDOW WIDTH QUANTITIES. TABLE 15: Design Pressure 0>69 for Wima- Attached to a Vertical F.- Assembly Tube WIMovWtlth m antler 23' 26-15116' 27-7/8' 305/4' 32' 34" 3T 46' 53-1/8" 6Arichor Archw Group Anchor Group rc Ahw Croup Anchor Croup Aruccr Group Arolwr Group Anehor Group Arotcr Group Anchor Group Group A B C D A B C&D A B C&D A B, CBD A B,CBD A S,C&D A B, CBD A B CBD A B,C&D Al 23' +7a-90 +7a90 +7a-90 +7a-90 +7a-80 +7a-00 «7a-901+70/+70/-90 .701 +701 +70'-90 .701-90 +7a-90 +701-90 +7a-90 +7a-9D +71110 +7a-90 +7a98 +7a-90 +7 1100 .7-9-90 «7a-9025-l=.Vl rljuser +7019. +7a90 +7a-90 +7a9D +7a-90 +70190 +701-90+70/-90 «7a-90 +701-90 +7a-90 .701-90 +7a-90 +7(YM +7a90 +7a-98 +7D/-90 +7a-a0 +7a96 +7a.90 +7a.00 +7a-90 «7a-aD +7a90 +7a-75.2 +7a98.9 +7a-90 +7a$3.1 r7a-90 +7a-90 .7a-90 +701-90 +7a90 +7a90 +7a-90 +7a-90+7a$7.4 +7a-9D +7a-90 +7a90 .7a-90 ♦7a$1.2 +7a-90 +7a$1.2c +7a-72.3 +/57.9 +/$9.3 +7u1-90 +1-64 .70/90 +7a-90+1a-90 +7a-90 +7a$1 +7a-80 +7a-77.9 +7a-90 +7a-73.3 +7a90 +l$7.3 ,7a-90 +7a-722 a7a-86.8 +7a$8.8,/$1 +148.9 +/-50.5 +7a90 +154 +7a$8.6 +701-90+7a-SO.6 .7019o+/56.8 +7a-64.683'+158.1 +146.5 +/-55.7 +7a-W-7 ,/51.5 +7a9 +7a-90.7a-76.8 +7a90 +/$5.1 ,7a-90 +/-828 +7a-90 *I-5B.9 +7aA8.1 +/54.1 «7a-79.9 TA13Lt 10: '-- De51gn Pressure (PSQ br W IM1049 A1tMhed IO a HOrllontal Frame Assembly 7UM Wlntloa lM•h R urcer 23" 25-15'iC 27-7/8" 30J/d' 32' 34 31" 46 S3-1I8" 60' Arcrar Group At AMmr Group All Anchor Group All Arcrrr Grog All Arcicr Grop All Anther Group A B C&D nc Ahor Group A B C&D Anchwcmup A B C D Arch -Group A B C D Anchor Group A B C D unDer 23" +7a-00 .7a-fb +7a-90 ,7a-9D +701-00 +7a-B] +7a-86z +7a-00 +701-90 +7a-79.2 +70190 +701.795g+701-75.1 +7a-76.3 +701 .1589 «7552 +/$6 +70/90 +1$1 +148.9 +158.5 +70/60 2s15.16' +7a90 +7a-00 +70'-90 +7a90 +7a90 +7a-90 +7a-00 +7a60 +7a$7S +7a01 +10/91 +70/a0.10 .7 -oo +7aA0 ./-61 +7a� +M-w .70190 +I-u .70/$6G +701-90 +70/90 39- +7a-03 +7a-00 7a-00 +70140 +7a-90 +70'90 +70/-00 +7a$74 +7t1'90 +70140 +M/40.9 +7a$9.9 *701-90 +/509 +/$51 ♦70/TTS +70190 +/-44.9 .1576 +1989 +701$1.250 19' +7a90 +70/$0 7a90 .70/40 +70/$S5 *7a90 +70/9D +701$98 +7a90 +701-00 +70/-722 6.8 +7a$8.8 +7a$8.8 2 60' 7a-W1 +7a90 7a-0OD +7a$7.6 +7a-00 +7a90 +70r-00 +70/-046 +700 ed 6 +7a$4.6 & 63, +7a90 +7a-00 7a90 +70100 *70l$6.1 +7a$6.1 +7affi.1 .7D/-79.9 +701-79.9 +7a-79.9 G7' +7a90 +7a90 7a$7 &+701.808 +70f .6 +701-79.1 +7a-79.1 +7a-79.1 7? 7a90 +7a-0o «7a-7s +7a-7as 78, +7a-00 +7a-00 +7a-74 64" +7a90 +7a-00 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. 10- MAX. -� _- FRAME ASSEMBLY TUBE WIUWIDTH HE ADDITIONAL ANCHOR FFF (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. L FRAME WINDOW ASSEMBLY HEIGHT TUBE 10" MAX. �S $ L 3 `(DRo • RWUI& • • • TUBB.• WINDOW ANCHOR WIDTH (4), IF REQ. IN Q(IAN3EJ. SEE SHEET D TI C lRS DRrTHF•FR4ME ASSEMBLY • • • • • • ••• •• • ••• • .. . .. .. . .. • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT Rwitb ltus FEori as cda 0-9 code *�1e1B1n6 ode /A� A e<pl8ncc Mo 1 '��Y W -�1�.n2 . 'retla•Gm F-wG.� Mndo Product CLij O m a o z o0 Q J J M 1 � IL Q" ..0Z CO r (1) W fn W 0 N O ` Z y i 0 0 0 cf) 0- - (j) 1 0 cn vW Z i o O 0 Z n m O O :ate �Q ED �Q r UU o>rn Va o w 0 1111 I/ �. NY ...... * No./58705 *� ,gyp' � sT7(TE •tr✓�: A. LYNN MILLER. P.E. P.E.# 58705 Design Pressure (ps1) or Single Windows, All Anchor Groups Wndow Width under 23" 1 25515116" 27-7l8' 30.3/4' 32' 1 34- 37' 46" 1 53.1fir 60' 23" 2111 .901-130 +9a-130 +9a-130 +901-130 +9a-130 +90/-130 +9a-130 +901-130 +9a-130 +9a-130 +90/A30 +9w-130 +Ba-1 +W-130 +9a-130 -1 +9a-130 +g-1 +9a-11330 +w-0 31 +901-130 +9w-130 ♦90/-130 +90/-130 +ga-130 +9w-130 +9a-130 +901-130 +9a-130 +9a-130 �5l' .901A30 +901-130 +9a-130 .90/-130 +9a-130 +901-130 +W.130 +901 yIuder W .9a-130 +9a-130 +MA30 +ga-130 +9a-130 +gw-130 +9a-130 BY M-130 +9a-130 +Sa-130 +9a-130 .901-130 +9a-130 +9a-13D 6' .901-130 +9-130 +90/.130 +9a-130 +901-130 +9w-130 72" +9a-130 +901430 +901-130 +9-130 +9a-130 76" +901-130 +9a-301 +9a-130 +9a-130 1. +901-130 +9a-130 r9a-130 FOR GLASS TYPES: 5) 7/8" LAMI. IG: (3116" AN - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 6) 7/8" LAMI. IG: (3/16" T - 1 /4" AIR - 3116" AN - .090" SG - 3116" AN) "SG"= SENTRYGLAS Y KURARAY AMERICA, INC. SEE SHEETS 1 84FOR WINDOW WINDOW HEIGHT ANCHOR LOCATIONS AND WINDOW WIDTH QUANTITIES, Design Pressure (pso br Windows Attached to a Vertical Frame Assembly Tube Window dow Width m order 23' 28-15/16' 27-7/6' 30.3r4" 37 34' 37' 46' 53-tJe" 60' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Arno Grail Anchor Group Group Anchor � Anchor Group A B C D A B CAD A 1 8 CAD A B. CBD A B. C & D A B, CAD A 1 B CAD All An All antler 23' 2&15'16' +7a90 rro-90 +7a-90 +7a-90 +7w-90 +7a-90 r7a-80 +7(Y-9D +7a-90 +7a-ip ala-90 +7a-W +7a-90 +701-11 +7a-g() +7a-E +7a-90 +7a-a0 +7a-90 +7a-90 .7a-90 +7a-90 +7(Y .70190 +701.90 +7a-90 -701-90 +7a-90 +701-90 +701-90 +7a-90 +7a-g0 +7a-90 +701-90 +701-00 +701-90 +701-90 +7a-90 +701-90 .7000 +701-90 +701-90 +70/-90 +7a-90 +7a90 +7a-75.2 +7a-69.9 +7a-90 +7a-9D +7a.W +7a-90 +7a.90 +7a-90 +7a-90 +7a50 +ro-90 +7w-90 +7a-911 +7a-90 +7a-90 +7a-90 +7a.90 +75/.90 +7a-90 +701-90 +7a-90+7a-72.3 +1.519+7-6i37a-90+Ta.90 +7a-9o+7a-90 +7aA9.4 +ro-so +7a-90 +7a-01 +7a-90 +7a-77.9 +701-90 +70/-73.3 +7a-90 +7a59.e +7a-90 +7a-90 +7w-90 463' +70/-90 +7a-01.1 +701.86.6 +7a-90 +701.75.5 +7a-90.B +70/-90 +/-69.4 +701-90 +/-65.7 +70/-90 +/-61.9 +ro-90 +7a-75.9 +701-90 +701-90 +/-56.1 +1-06.5 +/-55.7 +70/411.7 +70-77.2 +7aA2.5 +7a-90 +70/41.9 +7a-76.8 +1a-90 +/-85.t +7(L-90 +1-62.fi +7a-90 N50.8 *7a-90 +7a-72.2 +70/-86.7 +71Y-80 10' MAX. FRAME ASSEMBLY TUBE WINDOW HEIGHT I ADDITIONAL WINDOW I ANCHOR ---��"'lll WIDTH (4). IF REG. SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. Design PmsSUM (Ps9 ]x Witi Attached to a Horizontal Frame Aa9&III ly TUte wmdwa vnnn B under 29" 25-15'16" 27.7A " 32' 34" 37' 1. 53-t/6" 1" A. Group Anchor Grop Ancs Gw Anchor Croup Anchor Group AnchorCrap Anchor Group AnchorGroup Anchor Group All All AAll A B CAD A B CAD A B C D A B C D A 8 C D Under 23" 25-1&W +7(Y43 r701 .7a-00 +7a-00 .7a90 +701+7w-00 +7a90 .7a-90 +7a-W .7a-B6.2 .7ato +7D/90 ♦70/-0D .7a-9D •7a90 +7a-79.2 +7a-1 +70/-90 +70/-00 ♦701-705 +70/56.1 +1537 +7a40 +7a-763 +7a-00 +7a-90 +7a-90 +/4i8.B +70'-763 +/552 +70/90 H4i6 +7a-90 +701-00 +70190 +151 /.67.5 +/-48.9 +7a56.6 +/565 +70140 .7a-9D +70/-90 39' +7a-90 +71VS0 +7a9D +7a90 +7a-90 +7a-W +7a90 +7a90 .701S1 +70/-90 +701-82 +7990 +70190 +7a-g0 +7a-71 +7a91.3 +701-W +7014D +l4i29 +76'-72+7a-W.2 +70/-00 50&W +7a90 +7a90 +7a0 +7a90 .7a-90 +7a-00 +70/90 +7a90 .ro-co +70/90 +7a-90 +ro90 +7D/-00 +7a•90 z 60' .70f-93 +7a90 +7a-90 +701i0 +7D/90 +70'-90 +70190 +701-00 +70'-90 +70f90 +70140 63' +701411 +7a-00 +7w-90 +7a-00 +70140 .701-90 +7a90 +70/90 +7040 +7a-M .7a90 67" r7a9D 70/90 * +7a-90 +7a90 +70/-00 +70'-90 +7a90 +7D/-00 lz .7(I. +70/-00 +7(y-90 +70190 +70190 76' .7019() +1a90 +71Y-90 +7a90 84' +7019D +70/90 .701-90 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. I - FRAME WINDOW ASSEMBLY HEIGHT TM 10" MAX. • 3 FQ .WJ • REpU IqE •• •••TU861• WINDOW I ANCHOR WIDTH[__ (4). IF RED. NF 41' 0�JCHOR N QETtlEj.EE SHEET )D 10qws )RtTHEeFRAj4E ASSWBLY • • • •• • ••• •• • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PP.WUCT REVISED x7 cempiying aihb 1ka F�9al+ia D.Ud'iug Code Acceptance NO �'� Pzpirvt* DAe Nf'r.GnilDmieol-hlc�� J Uj 0 m a o c� o w z o8 s J 1 0 LL H oO k W :7t WILLIW vH N 00 °Z 0) 0 " W Z IL O 0 .. z r Z In ;; fn o O a .0 m0 „0 UW W „ x � 2 00 Q ® i.2 oo �y�w rn O 0 41 x > x a w� UFO �>rn a�o oz� w O O 111111 / LYN/V�y ., * No. 58705 * =_ /S 0NA1_ EN ` A. LYNN MILLER P.E. P.E.# 58705 Item Dwg. # Description Mat 1 7002 Main Frame Head, Sill &Jamb 6063-76Alum. 2 7071 Anchor Plate 6063-76 Alum. 3 7003 Sash Top, Bottom & Side Rail 6063-TS Alum. 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steel 6 1 7078 1 Frame Gasket Vinyl Foam 7 7072 Sash Comer Gasket Vinyl Foam 8 7070 Bulb Weatherstrip .187" x .275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 1 7015 ITie Bar Assembly Steel or SS 16 7029 Maxim Projected Operator Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 OperatorBacking Plate Steel 19 7051 Operator SacerBlock Nylon 21 7034 Operator Track & Slider Steel 22 7023 Projected Hinge, Manuf. by Truth Steel 24 Snubber, Anti -blowout Clip Steel 32 1713 Setting Block 5/32" x 3/16" x 1-1/4" EPDM 33 1 1714 Setting Block 5/32" x 7/16" x 1-1/4" EPDM 35 1 7036 Bead B 6063-T6 Alum. 36 7042 Bead C 6063-T6 Alum. 37 7059 Bead D 6063-T6 Alum. 38 1224 Vinyl Bulb Wst (Thick) Flex PVC 70 39 1225 Vin I Bulb Wst Thin Flex PVC 70 50 Dow 899 Silicon Backbedding 60 7006 Screen Frame 3105-1-114Alum. 61 1 7040 IScreen Corner Key Polypropolene 62 1 Iscreen Cloth Fiberglass 63 1 1635 IScreen Spline EM. PVC 64 1 320 ICasementscreen spring Stainless Steel 70 134 Add -on Flange 6063-T6 Alum. 71 7004 Frame Assy Tube 6063-T6Alum. 72 Maxim Pivot Slider Assembly Steel 80 #8-32 x 1/2" Ph. Pn. Mach. Scr TYPE B Stainless Steel 81 1157 #8 x 1/2" Ph. Pn. SMS Stainless Steel 82 #8 x 5/8" FI. Ph. SMS Stainless Steel 83 1 1 #8x 7/8" F.H. Ph. SMS Stainless Steel 84 1 #8 x 1" FI. Ph. TEK Stainless Steel 85 1#8 x 1" Quad Pn SMS Stainless Steel 86 48X 1-1/2" Quad Pn SMS Stainless Steel 87 1#10x 1/2" Ph. Pn./TEK Stainless Steel 89 #10-24 x 9/16" Ph. Pn. TYPE F Stainless Steel 90 1 #12 x 1" Ph. Pn. TEK Stainless Steel AS R TAE LYN/y,b'�• * No.58705 ,k FS . '�iis,/COI IN, AL A LVN. AlL Fi, P.E. N. VENICE, (941) 4i ALL •JR•• 06/45/: ReEetl�y: UaM • • 0escriptio PRODUCT REVISFD m complying with the Florida IruiFdmg Cnde AAa N� ► -0614. 0 3 E'AN�� Dot¢ i�jon Bp iHANGES THIS SHEET. W` m isi cod*, bn • BOM AND CORNER VIEW • Title: • • • • • • A;, 0f� P:VINDpVj 1DE1pICS - LM & SM Series o e: • a Sc Draw J ROSOWSKI 08/08/12 Rey: A-740 Ni�S i0 OF 11 1 MD-AW740LM I C • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SILICONE HOT -MELT BUM STRUCTURAL STRUCTURAL 1/4" SILICONE NOM. FOAM 3/16" NOM. POLYISOBUTYLENE WITH WITH DESICCANT DESICCANT EXT. GLASS EXT. GLASS INT. GLASS IN1T. GLASS KODISPACE 701 SUPER 100 AQrr TD(Z CP111"PIP XTTM 5/16" NOW BUTYL & DESICCANT FOAM EXT. GLASS —\ (,� \—INT. GLASS DURASEAL© ,02 SPACER II POLYISO- FINT.GLASS NT FILL AREA BUTYLENE5/16" NOM. SEAL LICONE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS XL EDGETM ,03 er_1A Part # Description Material 100 Kommerling 4SG TIPS Spacer System 101 Quanex Super Spacer nXi with Hot Melt Butyl See this Sheet for 102 Quanex Duraseal Spacer Materials 103 Cardinal XL Edge Spacer 062 NOM. �— 2.919" LS .439" ^2.784" —� , FRAME HEAD, 1 SILL & JAMB #7002,6063-T6 1� 1.356" .095• J OANCHOR PLATE #7071, 6063-T6 !061-1 .050" r .865" f 35 BEAD B #7036,6063-T6 .nr .870" .050• .569" 37 BEAD D #7059, 6063-T6 \10 1I11ti/r * : No. 58705 A. LYNN MILLER, P.E. P.E.# 58705 R.434" 062" NOM. 1.159" 2139" 3 SASH TOP, BOTTOM & SIDE #7003, 6063-T6 -1 .040' 1�.000" .423" 4::::- FIXED 60 SCREEN FRAME #7006,3105-1-114 .523" �� .050" .865" /� 36 BEAD C #7042,6063-T6 • rcev.etl •r •'ofe• • • .JR a :00/2S/17 • Rev etl Tyj of . ® Description N. VENICE. FL.34J (941) 460-1Q&00 CDPYRIGHTO.0i7 • PCTINDUSMES, WC. ALL RIGHTS RESERVED .125• j 2.701" .062" j 093" 71 FRAME ASSEMBLY TUBE #7004,6063-T6 1.187" •050" 7 0 ADDONFLANGE 9134,6063-T6 PRODUCT REVISED ax complying with the Fkrida (3uildiog Code A_�cept ge 4o,1420r81;D0;fin 1}C}INGES THIS SHEET.y EXTRV�IOI S & SPA.�ER� • Title: : AWVP INN t/IAiDOVibETAII$ - LM & SM • . Series/Mo�I: . S-Wo vt: Draw J ROSOWSKI 08/08/12 AW-740 INTS I11 OF 11 MD-AW740LM I C ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM I•DADE MIAMI-DADE COUNTY - _ r,�`, �.� PRODUCT CONTROL SECTION DEPARTMENT OF REGULAT X,AND ECO�IOMtC41'ESO ES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINIS. RA,TION:DIVISION,� , .1% T (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA). s), www.miamidade.gov/economy PGT Industries, Inc. 0000• 1070 Technology Drive `�-/ .... ...... North Venice, FL 34275 ..• • • • •. COPE: • • ... • •• ••..•• *00*00 This NOA is being issued under the applicable rules and regulations governing t0 e . use of construction .... materials. The documentation submitted has been reviewed and accepted by Mi4�-j?ade Coyp1p;-RER - Product Control Section to be used in Miami Dade County and other areas where•aUQved by Jhe ,&uthoritx • * • • • Having Jurisdiction (AHJ). ' .. .. .... ...... This NOA shall not be valid after the expiration date stated below. The Mia� i-Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than MiAni--Dade Cat�r�ty3 r se • •.:0 the right to have this product or material tested for quality assurance purposes. i f tWg product or materia$. • • • fails to perform in the accepted manner, the manufacturer will incur the expense of such lcsting Malthe AH5 • may immediately revoke, modify, or suspend the use of such product or material within their )urisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code. including the Hiah Velocity Hurricane Zone. (DESCRIPTION: Series "PW-701/720/820" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: noted herein. "Miami -Dade County Product Control Approved", unless otherwise RENEWAL of this NOA. shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0629.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0614.11 E piration Date: February 19, 2019 Approval Date: October 12, 2017 Page 1 Approved PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. • • • • (Submitted under NOA No. 03-1105.01) •"' • • • • • • • • 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines.", 'sheets 1 through 11 of 11, dated 04/12/13, with revision C dated. •Wa6/17, pre tired bY� • • • O • g p manufacturer, signed and sealed by Anthony Lynn Miller, P.E...... .... ..... B. TESTS . ". ..... 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading p;r. •BC, TAS' 2D2-94 2) Large Missile Impact Test per FBC, TAS 2p1-9,t •••• • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a FVC•slidirlg gja%s door* • •': a PVC fixed window and an aluminum sliding glass door, using: Kodispa86 4SG TPS spacer system, Duraseal° spacer system, Super Space? NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-062914) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2 Uniform Static Air Pressure Test Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 arge Missile impact Festper YBU, I AS 20 1 - 4 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2 Uniform Static Air Pressure Test Loading er FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 arge Missile impact lestper F 13 777S 20 T - 4 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-1 PGT Industries, Inc. C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED CAI,CIILATIONS 1. Anchor verification calculations and structural analysis, complying with F005'. Edition (2014) and FBC-6` Edition (2017), dated 09/15/17, preXmZf by manufacturer, signed and sealed by Anthony Lynn Miller, RE...... 2. azmg comp es with - 000000 • D. QUALITY ASSURANCE • • • • • •" I. Miami -Dade Department of Regulatory and Economic Resourppg8 jj�!ER). • • • • E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America; Jnc. ftr their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 07%I M 7, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option 11 exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property —Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. Jorge M. Plasencia, P.E. Pr uet Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5" Edition (2014) and FOQ41"' •Vdition (2017), dated 08/29/17, issued by manufacturer, signed and se loci b An�ony Lynn"::• Miller, P.E. : 0000 • • • • : • 2. Statement letter of no financial interest, dated 06/09/17, isened.by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. .' • • • . 000000 • 3. Proposal No. 16-1372B issued by the Product Control Section, Mat & I l/091?6 * signed 0: a % by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, da"Q3/09/16,.signed • • •, by Ishaq Chanda, P.E. : 0 . . . • 0 • • 0 • ...... 5. Laboratory compliance letter for Test Report No. FTL-7212; datW 03/21/13, signCA • • • and sealed by Marlin D. Brinson, P.E. • • ' (Submitted under previous NOA No. 13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window— L.M.I." approved on 08/04/16 and expiring on 02/19/19. Jorge M. Plasencia, Y.E. Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-3 GENERAL NOTES: SERIES 7201820 IMPACT -RESISTANT DESIGN PRESSURE RAnr1c MPACT RAT NG FIXED WINDOW VARIES, RATED FOR LARGE&SMALL SEE SHEETS 2-6 MISSILE IMPACT RESISTANCE 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 48" TIP -TO -TIP WIDTH 48' BUCK WIDTH 4r BUCK WIDTH 48" BUCK WIDTH 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN NAND -BORNE DEBRI 45,1/4" VISIBLE REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE 44VISIBLE " VISIBLE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. LIGGHH T WIDTH LLIGHIGHT WICTH LIGHT WIDTH 6" MAX. —a^{ 6" MAX. F, SHEET 8 � � 2' MAX. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY B, SHEET D, SHEET 7 H, SHEET 9 En USED FOR COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, MATERIALS C90 ` CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER I ANCHOR TYPE. C E, SHEET B I E, SHEET 8 A I A 95" SHEET7 G, SHEETS G, HEET9 4) ALL WOOD BUCKS LESS THAN t-112" THICK ARE TO BE CONSIDERED SHEET 6 SH T 7 i 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET 6 BUCK 96" INSTALLED DIRECTLY TO SUBSTRATE, WOCD BUCKS DEPICTED AS 2X _I HEIGHT I BUCK _ Fri ARE Lt/2"THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL r________ HEfGI-fF T-- 93-IN BE DESIGNED TD PROPERLY TRANSFER LOADS TO THE STRUCTURE. �_ 92.114" I VISIBLE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY 14 MAX. / VISIBLE 12" VISIBLE LIGHT OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). C I / LIGHT O.C. _ I VISIBLE HEIGHT HEIGHT i / LIGHT E MATERIAL SHALL BE BEYOND WALL 5) ANCHOR EMBEDMENT TO BAS/ 96, HEIGHT 96" DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. I BUCK NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OFTHE TIP -TO I HEIGHT 71P I 5" MAX. FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL HEIGHT D.C. SEAUNG/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) MAX 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATIQIJ WHER THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABL 6' L-. 12" MAX. O.C. TT F. SHEET 8 OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST I �B —"'I I'-- 12- MAX-O.C. MAX SHEET 7 I ~-- 2"MAX. J H. SHEETS BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM B 6' MAX. SHEET 6 rrr---�� 5" MAX. O.C. THE WINDOW. TYP. FLANGED FRAME TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION 7) DESIGN PRESSURES: y ETEST ELEVATION (TESTED UNIT) ELEVATION (TESTED UNIT) (TESTED UNIl� A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUC CL PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. PRESSURE, B. POSITIVE DESIGN LOADS BASED ON WATER TEST STRUCTURAU CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS FIGURE 1: 12' O.C. PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. GUIDE TO SHEETS: GENERAL NOTES- ...................._ 1 MAX � f 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO CORRESPONDING TO THE REQUIRED DESIGN ELEVATIONS ................................ 1 GLAZING DETAILS........._............ 2-5 2-5 12" O.C. RESIST THE WINDLOADS PRESSURE. THE 33-113% STRESS INCREASE HAS NOT BEEN USED IN THE DEVON OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT DESIGN PRESSURES .................. INSTALLATION, FLANGE .. 6 INSTALLATION, EQUAL -LEG....... 7 INT. FIN A....-._.8 MAX. / / USED FOR COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET INSTALLATION, INSTALLATION, Z. FIN B...........9 / THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORNER ASSEMBLY ................... 10 CORROSION RESISTANCE. EXTRUSION PROFILES__ 11 MAX. 9) REFERENCES: TEST REPORTS FTL3835, 3850 & 7212; ELCO PARTS LIST .................. ...... 11 T ULTRACON NOA; ELCO CRETEFLEX NOA; ANSUAF&PA NOS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL TABLE is 10) THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES USES AN SG INTERLAYER. THE 720 AND 820 SERIES MAYAL SO BE REFERRED AS THE 701 SERIES. CODES I STANDARDS USED: �2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION a ASTM El300-09 •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION •AI-UMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 Type 1 OescAptbn S rest # 1 7/16" Laml 3/16" An-.090" PVB -3/16' H'S) 2 2 7116" Laml /16- HS -.USW PVB HS) 3 3 118' 1.1/16-Lami. 1G(3/15"T-7/16-AirAn-.090"PVB-3/16'HS 2 4 1-1116"Lamt.IG(3/16'T-717WA1r-3/16'HS-.090"PVB-306"HS 3 5 7110- Lao (3/16-An-.090"SG-3/16-An) 4 6 7/16' Laml 3/16" HS -.090' SG - 3/16' HS)5 7 1-1/16-Laml. Ir.3/16"T-7/16"Air-3116-An-.090'SG-3116'An) 4 a 1.1/16"Lami.IG 16'T-7/16"Air-3/16-HS-.CQXSG-3(16'HS) 1 5 'SG"='KURARAY SENTRYGLAS7INTERLAYER' BY KURARAY AMERICA, IND, -PVB'=-KURARAY TROSIFOL• PVB INTERLAYER' BY KURARAY AMERICA INC. SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. WIDTH=i Imo- WIDTH —^I [--WIDTH--i I-'" WIDTH -*-I --- ---� --1 F 7 T0—— V OI� � �L )-- - WIDTH —=1 TI• ti � WIDTH —�I �- WIDTH —--i T I^- WIDTH -i -- T • — —� •rit •• r, 0 • • • • = x • . •x(t—D— • ••• i•�L J I -----WIDTH —=1 Fes- WIDTH --I 'tom WIDTH --i �— WIDTH yI �r -- rr--- ��i • I s� 1 iF s • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No, 17-0614.11 F�cplratlon a 02/19/2019 JR - 06/06/17 - UPDATED o ANCHORAGE TO FBC 2017. W >y7 V Y U -wa up,N a1a0 N O m > m N In O u- a` W z �B z LL '!2 J V .xai0 o c2 U C) o ®a W p 0ma F Lu v �< W .-. o % Z ZO LD O! Z U � W LU O " J UJ ® rn e0 7aa45 H 3LU 041 (n r Z z ato�s Z NN 0 ¢ a � W nm W W z x LL W (D as a171 '�sa0 s va$ `t1711„nl/// IV LYNAI ��'��.•' �1OENgF �� * No.588705 O F� •. fog �'.`S'ONAL E�.�`• '///111111111\ 0. LYNN MILLER. P.E. P.E.#587C5 TABLE 2: Window Design Pressure (+l-, psf)for Glass Type t Lm9 5tde pn) 67-7/8 72 76 80 84 88 92 96 100 104 10942 +1-80 «/-80 +1-8080 +/80 H$0 32 +/ +1-80 +180 +t80 +l-80 +180 +/-80 +180 +180 +180 34 +180 +/80 +i-80 +I-80 +l$0 +(80 +180 +I$0 +/80 +1.79.8 +/-79.4 36 +1-80 +1-80«180 N80 +I$0 +1-80 +1-79.7 d-T7.2 _71-7725 +/-75.1 0-73A +1-722 38 +180 +I80 +1- 0 +/-80 +/$0 +1-781 +!-75.2 +/-70.3 +I-68.5 H-66.3 40 +180 +/80 +/80 +/-79.8 +1-77.2 7144.3 +f-71.3 +1-67.9 +/85.1 +/83.4 +1.61.6 42 +1-80 +i-80 +I80 *1-77.4 +1.74.3 H-71.3 +1.68.2 r1-64.7 */81.6 +1-59.8 +1-58.2 44 +180 +/80 «I-78.9 +i-75.4 +t• 2.1 +188.9 +165.6 +1822 +159.7 +1-57.5 46 +1-80 +/-80 +!-T7.7 +/-73.6 +1-70A +1-668 +183.5 +/-60.3 +157.7 48 +/80 +1-79.3 +/-75.6 +/-71.9 +1-88.3 +/.64.9 +1.61.5 +1-582 N 50 +!80 +I-77.5 774-1 H-70.3 +1 W 7 7-631 +f-59.7 C P 52 7-79.1 +1-75.6 772.4 *f88.8 *185.1 r(8t.5 54 +!.77-4 «l-73.8 +1-70.5 +167.3 +183.5 58 +/-758 +1-72 +/88.6 +185.3 58 60 N-727 +f88.T +185 62 61 +1897 *786.5 66 67-718 TABLE 3: Window Design Pressure (+/., psf)for Glass Type 3 Lmg Side [n) 67-7/8 1 80 84 88 92 96 100 104 To9-U2 30 +f-BO +1-80 +1-80 +/-80 +180 +/-80 +/-W +/80 +1-80 +t-80 32 +1-80 +1-80 +180 +1-80 +180 +1-80 *180 +1-80 +18D r180 +/-80 34 +/-80 +180 +180 +1-80 +t$0 +180 +I-b0 +1$0 «180 r1-80 «/80 36 +/80 +180 +180 +t80 +180 +f-80 +180 +780 +/-60 +7.s +/-80 38 +180 +1-80 +780 +I-80 +180 +!-80 +/-80 +/80 .1-79.4 +7-76.4 +1.74.3 40 */-80 +180 +180 +t8) *180 +180 +/80 +1-707 +1-73.5 +/•70.9 «l89 42 +t80 +180 +180 «1-80 +180 +1-80 +1-77 +1-731 +1.69.6 +1.86.9 +185.2 44 +/80 +480 +f80 +180 +180 +l-T7.8 +/_74.1 +1-70.3 +I87.5 *183.9 46 +I80 d80 +1-80 +i$0 +1-79.2 H-754 +1-71.7 +1881 +185.1 a 48 +180 +180 +i-80 +1-80 +/-77.2 +1-733 +1-69.5 +1858 'r 50 4 +180 +18 0 +I-79.4 */-75.3 r7-77.3 +J87.5 t f 52 r/80 +180 +(80 +!.77.7 +1.73.5 rn 54 +180 +/80 +7-79.8 +/-78 +1-71.8 56 +780 +180 +I-77.5 H-73.8 58 71- *1-79.4 +1.75.4 80 +1-80+r- 77.6 I H-73.5 62 +180 64 +1-78.8 +1-74 - 66 +1-77.2 87.7(8 +1-74.9 7116" LAMINATED GLASS STACK .090' PVS INTERLAYER 3116" HEAT STRENGTHENED GLASS 3/16"4NEALEDUSED AT CURVFRAME MEMBERS ON 5!8"-- LONG SIDE @ 11-7/8- O.C. MGLASSBSHORT EXT SIDE 13 GLASS TYPE 1 �-� LONG SIDE -►{ SHORT SIDE TA BLEDIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-111e' NOM. GLASS STACK 7/16' LAMINATED I --�I FF GLASS STACK �O 3/16" HEAT STRENGTHENED GLASS 3/16" TEMPERED GLASS 3/16' ANNEALED GLASS 7f16" AIR SPACE 090' PVB _� SHORT USEDATAT CURVED FRAME MEMBERS ONLY @ 11-7/B" O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN, FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCH 77ECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE !N THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. EXTERIOR a INTERLAYER SIDE GLASS BITE LONG SIDE 21 13 GLASS TYPE 3 •• ••• • • • &-.� SH • • • • • • • • `IDE • •• • • • • ••• • • ••• •• • ••• • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.11 Expiration Date 02719/2019 NO CHANGES THIS SHEET. z LU Y V > H w r of p v O Ov OJ N ' o a 0-$ � W z �a 04 Z u- V Mao O UU52 LLu aN nma _ W- Z 8 W .-. C7 > i Z o Z p rn LL U f J J Q cc Q F LL O 0 N m ® u) Z LD laa45 a [n 00 0 Z Q ? ILL a a o>5 NN O z ~a O L n a0 L W 0 >i O X W a d � 0 a111>sap seyeg Y LYN ``��..•'L10ENSLc••�� * No.58705 =� aqq ZO "7,,,'ONAL Illi 01NG A. LYNN MILLER, P.E. P.E# 58705 Window Design NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION, 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/16" LAMINATED GLASS STACK 3/16" HEAT STRENGTHENED GLASS 4 11 USED AT CURVED FRAME MEMBERS ONLY 29 L� 11-7/8" O.C. MAX. 1-3 EXTERIOR (� 20 '1-1/16" NOM.I GLASS STACK GLASS LAMINATED GLA �— —►{I IL.•-- SS STACK 090"PVBIN7ERLAYER 3N6"TEMPERED GLASS 3/16"HEAT STRENGTHENED GLASS 3/16' HFAT 3/16' HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16" AIR SPACE �.090-- PVB INTERLAYER GLASS B[TE GLASS TYPE 2 5 ' USED AT CURVED FRAME MEMBERS ONLY 2D 5!8" @ 11.7/8" O.C. MAX. GLASS BITE TABLE DIMENSIONS MAY BE I ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE i-+— LONG SIDE T— SHORT SIDE SHORT SIDE EXTERIOR T -�-- LONG SIDE a75-76 21 GLASS TYPE 4 SHORT LONG SIDE • • • • • S)PE • • SHORT SIDE • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.11 Expiration Date 02/19/2019 NO CHANGES THIS SHEET. U) '^aa w _ 3 o U) o C� N O °J°Q c? OM U J oo a m Z n Z U- co " J uA1OJ0 O = Ul W U ❑ Z v sr70 n > z o Z A p W u 5 J o J Q � Q F UJ Jaa4S ®� z m w O W Z z Z N� W dd L ❑ ar;�J ap s LYNV" %,Vill No. S8705 .; 1t : O� Sr 10 :' �4U s!ONAL IEN A LYNN MILLER, P.E. P.E;F 58705 Window Design Pressure (+}, psf)for Glass Type 5 Long Side (in) 67.7/B 72 76 1 80 84 1 88 F 92 98 100 104 109-112 30 +9W-125.4 +901-120 +901-115.5 +90-111.5 +90/-10m +gWIOfi +90l-1045 *9W-103.5 +9Y-1025 +90l-100.7 +9d-97.9 32 +9W-116.9 +90'-110.8 +901A05.3 +9DA01.6 +901.9&7 +901-95-7 +gW-92 +90/-WA$ +901-90.3 +1.89.9 +189 34 +901-108.9 +9W103 +901.9B.6 +901.95.1 +9W-91.6 +f-88.2 +1-84,4 +1$1.5 *180.1 +/-79.8 +1.79.4 36 +9W702.6 +9p'-97.1 +901-928 +l-88.9 +/$5.5 +i-826 +1-79.7 +/-77.2 +i-75.1 +1-73.4 +1-T22 38 +901.%.4 +9D'-9Z2 d$6,7 +183.2 +1-60J +/-7&1 +1-75.2 +/-725 +1-70.3 +1.68.5 +1-66.3 40 +90/-94.8 +/$8.2 *i82.8 +/-79.8 +1-77.2 +/-74.3 +I.71.3 +1$7.9 +!$5.1 +/$3.4 +/$1,8 42 +901-91.3 +/-84-7 +1-80.7 +/-7/.4 +I-74.3 +1-71.3 +/$B.2 +f-647 +1$1.6 +/59.8 +f-58.2 44 +/883 +/$2.4 +1.78.9 +JJ5_4 +1-721 +7$8.9 +1-65.6 +/$22 +/59.7 +1-57.5 48 +/85.4 +/-8D.8 +I-77.2 +1-73.6 +1-70,1 +1-66.8 +1$35 +1$0.3 +I57.7 ;8 48 +/-827 +1-79.3 +/.75.6 +/-719 +/-6&3 +I8Ag +1.61.5 +1-582 0 50 +180.9 +1-77.5 +1-14.1 1 1-m +/- 7 +/$3.1 +/59.7 52 +1-79.1 +/-7&6 +1-72.4 +/.88.8 +l$5.1 +/-61.5 N 54 +l-TLq +1•73.8 +/-70.5 +/$7.3 +I-83.5 56 *l-758 +1.72 +1$8.6 1 +/$5.3 58 +1-74,2 +/-70.3 +`l6/ .8 60 +1-727 +1-68.7 +/-65 82 +/-71.2 +1.67.1 64 +1$9.7 +l-85.5 66 +/-68.3 67-7/8 +/.67 Window Design Pressure (+I., psf) for Glass Type 7 Long Side(n) 67-7/8 1 72 76 80 84 BB 92 96 1 100 104 109-1/2 30 +90/-130 1 +9 -130 +901-130 +9W-128 +90/.122.8 +901-119.8 +90/-118.1 +9W-117 +9W-115•e +901-1127 +901-109.9 32 +9W-130 +9W-125,1 +90/Alsg +9W-114.8 +90/-111.5 +90/-108.1 +901.104.3 +901.102.4 +9W-102 +901-101.4 +90/-99.7 34 +901A23.1 I +9W116.4 +9W111.7 +90/-107.5 +901-103.8 +901.99.7 +901-95.3 +901-92.1 +9W90.5 +1-90 +/-89.6 36 +9W-718 +9W109.8 +9W-104,8 +96/-100.5 +901-98.6 +90/-93.3 +/-90 +/-87.3 +1434.9 +/$2.3 +/$1.2 38 +901-111.2 +9W-1D4.2 +90'-97.9 +901-94 +90/-91.1 *f-BB.2 +1$4.9 +/-Bi.9 +1.79.4 +/-76.4 *1-7 40 +9W-108.9 +9W99.8 +9W93.4 +0 90.1 +1-87.2 +/84 +/-60.5 +1-76.7 +/-73.5 +/-70.9 W89 42 +80-103.2 +9W-95.7 +W-91.2 +/-87.4 +/.84 +180.6 *f-77 +/-73.1 +189.6 +/88.9 *l85.2 44 *9W99.7 +9W93.1 +1-89.1 +/-852 +/-81.4 +/-77.8 +/.74.1 +1-70.3 +1875 +183.9 c 46 +90t-9e.5 +90191.3 +1.87.2 +/83.2 +1-79.2 +/-75.4 +/.71.7 +bE&1 +I85.1 y 48 +901-93.5 +189.6 +/.85.4 -1-81.2 +/-77.2 +/-733 +/89.5 +1858 io 50 +9W91.4 +1-97.6 +/83.7 +1-79.4 +/-75.3 +/-71.3 +/-67.5 52 +/89.4 +/85.5 +/81.8 +/-77,7 +/-73.5 +/E9.5 rn 54 +/87.5 */.a3.4 +/-7.6 +1-76 +/-71.8 56 */-85.6 . +/-87.4 +/-7121 +1-73.8 58 +/83.8 +1.79.4 +/-75.4 60 +/82.1 +/.77.6 +1.73.5 fit +180.4 +/-7-5 8 e4 +/-78.8 */-74 65 2 67.718 +/-74.9 7116" LAMINATED GLASS STACK �1\ .090"SG INTERLAYER 3/16" ANNEALED GLASS 3116" ANNEALED GLASS 11 USED AT CURVED 4 FRAME MEMBERS ONLY 29 5IS" Q 11-7/8' O.C. MAX. GLASS BITE LONG SIDE 1-2 EXTERIOR SHORT .03 20 13 SIDE GLASS TYPE 5 A �- LONGSIDE T_ SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN- 1-1 /16' NOM. GLAS STACK 7116" LAMINATED GLASS STACK Y 3/16' ANNEALED GLASS 3/16" TEMPERED GLASS 3116" ANNEALED GLASS 7/16" AIR SPACE .090' SG INTERLAYER SHORT USEDATAT CURVED FRAME MEMBERS ONLY Q 11-71T O.C. MAX. NOTES: I BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALLDIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EOUAL-LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS, EXTERIOR a 1 SIDE GLASS SITE LONG rl�� SIDE GLASS TYPE 7 1 __� d s• ••• • • • I LHOST �•• • • • • • •• • • • • • • • • • • • •SIDE • • ••• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0614.11 Expiration Date 02119/201.9__ NO CHANGES THIS SHEET. z` Lu L M Y V V� � CN N OM W J G¢ W O LL o Z g n z LL = W o VV ou � ®a ~ Ld > z U' C.0 OMO O M r .- O m g Z o U 'W LL g J o J Q � a W 1aa45 ® ji Z IU) O N z ZW No>5 IX (L a z 'T� c9 w X Lu as <L O apl 'sad s was TABLE 7: Window Design Pressure (+/-, psf} for Glass Types 6 & B Long Side ("n) 67-718 72 76 80 84 88 92 96 100 104 109.1f2 112 116 120 124 128 132 136 140 144 30 32 34 36 +901-130. +90t-130 +9W-130 +90f-130 +901.130 +901-M +901-130 +901-130 +901.130 1 +901-130 +901-130 +90/-130 +901-130 1 901-130 +9W-130 +9W-130 +901-130 +901- 330 +9W-130 +9W-130 +90t.130 +9W-130 +901-130 +9W-130 +901.130 +901-130 +9W-130 +9W-130 1 +901-130 1 +901-130 +90f-130 +90iA30 +90/-130 +901.130 +9W-130 +901-130 +901-130 +901-733 +901-130 +9W-130 +90i-13D +g01-130 +90/-130 +9W-130 +9W-130 +90l-130 +90l-130 +9W-130 +90/-130 +gOr-130 +9W-130 +M-130 +901-130 +9W-130 +9W-1 +9p-130 +9W-130 +9W-130 +M-130 +9W-130 +501430 +901-130 +90f-130 +90/-130 +90/.130 +9W-130 +90/-130 "A' +901-130 *901-130 +901-130 +90i-130 +90i.130 . 38 +901-13D +9W.130 +901-130 +9W-130 +9W-130 +9W-130 +9W-130 +901-130 +901-130 +901.130 1901- 330 +9W-130 +90/-129.2 +9Y-127.3 40 +90/-130 +901-130 +- 330 9W +904130 +901--130 +901-130 +9W-130 +90f_130 +901-130 +9W-126.8 +9D/-123.2 +901-122 42 +901-130 +90/.130 +9W-130 +901-130 +90/.130 +9W-130 +901-130 +901-129.3 +90/-123.2 +90-119.7 +901-118.4 44 *90/-130 +90/-130 +90/-130 +9D1.130 +9W.130 +90J-130 +901-130 +9W.124.5 +90'-119.4 +90/415 48 +9W-1� +90/-130 *9W-130 +9(VAW +9W-130 +90`-130 +90-126.9 +9W-120.5 +9W-115.3 48 +90/-130 +901.130 +9W.130 +90/-130 +9W-130 +901-129-7 +9W-123 *99-116.5 50 +90l-13] +9W-130 +901-130 +9W-130 +401-130 +9W-126-2 +89.4f-119. 2 52 +90/A30 +90f.130 +901-130 +901-130 +901-130 +8881-123 N 54 +90/-130 +901-130 +901.130 +90(-13D +88.8/-127.1 56 +9W-130 +901-130 +901-130 +8941-129 58 +9W-130 +90/.136 +901-130 ' 60 +9W-130 +901-130 +89.61-129. I 62 +97730 +901-130 64 7790f- 330 +901-130 6B +9W.130 67-7/8 +9W-130 NOTES! 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1-FROM THE TIP-TO-T1P DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 7/16" LAMINATED GLASS STACK 3116" HEAT STRENGTHENED GLASS 4 11 USED AT CURVED FRAME MEMBERS ONLY 29 @ 11-7/8" O.C. MAX I]-- 1-2 EXTERIOR 2D GLASS TYPE 6 30" SG INTERLAYER 3/16" TEMP 3116" HEAT STRENGTHENED GLASS 7 GLASS SITE USED AT CURVE FRAME MEMBERS ONL 11 718" O C 1-1/16" NOM. GLASS STACK LAMINATED GLASS GLASS STACK 3116" HEAT STRENGTHENED GLASS ERED GLASS 3/16" HEAT STRENGTHENED GLASS /16"AIRSPACE .090" SG INTERLAYER 5 11 Y 29 i Sir � GLASS SS SITE 1-2 EXTERIOR a GLASS TYPE 8 TABLE DIMENSIONS MAY BE 7 ORIENTED VERTICALLY OR HORIZONTALLY AS SHOLVN. LONG SIDE -.-- LONG SIDE SHORT 7:�� SIDE i SHORT J—. SIDE `►— LONG SIDE —�j j SHORT LONG SIDE • • • • • siv- • • J SHORT - 1 SIDE • ... .• • ... . • . . . • . • • . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0614.11 Expiration pate 02/19/2019 NO CHANGES THIS SHEET. rc � M Y U j N 0 O to o >- aJoO O N m O J w �w (7 K W W O 0 Z LL am o0 Z g ua0 n W U_ � LU HLU <r FF-{ S a c� G" 'mN 0r40 W o Z rn o LLI J O J Q IA ® W J��4$ z CO O In z O Z Of e1�S o D- Z NN X dd O L LU O \ r1Y LYNN'i No. 5B705 •� po'. � 155117 w� A. LYNN MILLER P.E. P.E.# 58705 EDGE 'III DISTANCE INSTALLATION TYPE A 4 WINDOW EXTERIOR BUCK HEIGHT <71 TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT- 2-314' 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT 114' MAX 1 SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY 11-718' O.C. MAX. INSTALLATION TYPE C EMBEDMENT 1/4• MAX SHIM EDGE B DISTANCE I 1 7, 1/4' MAX. SHIM STEEL SELF -DRILLING SMS (06). SEE TABLE 8, THIS SHEET CO11CRETE1CMU PER ANCHOR REQUIREMENT INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATHTHE BEADING YEXTERIOR MIAMI-OADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET 71/4- MAX SHIM TTT } 1X WOOD BUCKSTRIP, I SEE NOTE 2, THIS SHEET CONCRETE PER EMBEDMENT - ANCHOR •^ REQUIREMENT INSTALLATION �— EDGE TYP. ANCHOR TYPE, EMBEDMENT DISTANCE AND EDGE DISTANCE PER TYPE B SUBSTRATE, SEE TABLE 8, THIS SHEET VERTICAL SECTION B-B INSTALLATION TYPE B 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP, ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET PRODUCT REVISED as complying with the Florida - EMBEDMENT Building Code NOA-140. 17-0614.11 Expiration Data 02/19/2019 Miami -Dude u EDGE DISTANCE 11 EXTERIOR 4 11 S I VISIBLE LIGHT WIDTH = 1� WINDOW BUCK WIDTH - 2-3/4- WINDOW BUCK WIDTH �� CONCRETE'CMU TIP -TO -TIP WINDOW WIDTH PERANCHOR REQUIREMENT INSTALLATION NOTES HORIZONTAL SECTION A -A Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. Spacby #12 or #14 410 SS Screw P.T. Southern Pine (SG=0. _) 9118 1-3/ 12' Aluminum, 6063-TS min. 8' 0.063 1 25 A36 Steel 3/8' 0.063' • 12" Steel Stud, Dr. 33 In. 318' 0.045 (16 Ga) ` 12- #12 or #14 Steel Screw (G5) P.T. Southern Rim (SG=0.55) 9116' 1-3/8' 12" Aluminum, 6063-TO min. 318" 0.063"' 12" A36 Steel 31W 0.063" • 12" Steel Stud, Gr. 33 min. 318' 0.045' (18 Ga)' 12• 94" 410 SS CreteFlex Ungmutetl CMU, (ASTM C90) 2-1/2, 1-114' 12" Concrete (min. 3.35 ksi) 1' 1.3l4' 12' 1/4" Steel Ultnicon Concrete (min. 2.85 ksi) 1' 1.314" 12" Concrete (min. 2.85 )csp 2-1/7 1-3/8' 12' Urgrouted CMU, (ASTM C-90) 2-11T 1-1/4" 12, Grouted CMU, ASTM C-W) 2-1/2' 1-3/4' 12" 5116' Steel ult—on Concrete (min. 3.5 ksl) 1.114' 1.3/4' 12" Gnwted CMU, (ASTM C90) 27/2' 1.3/4" 12" 'MIN.UI-J IHMtAUJrStTUrvu in mcitLL a�nainr.i E. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE • • • • • • • • • • • • DISTANCE LIMITS. • • • • • • • • • • 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X', ARE BUCKS WHOSE TOTAL • e • • tLeta•I • MIAiIP Min.•. THICKNESS IS LESS THAN 1.12".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE • • • S 9 d 120 ksl INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X" ARE 1-12' 410 So— 90 sl 11 k I THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE El. UkmCon® 155 ksi 177 ksi ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 410 SS El. Clet.Fiaxe 127A ksi 189.7 kW 6D63JSAlumirwm 16 ksi 22 kd 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO • • • AMOS" • 06 kd •s�kd • PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • • • Gr a filed Su• 33 kd a`xsi FROM EITHER WINDOW OR MULLI1,N kjA • • • • • • • • • 4. IF APPLICABLE, LOWER DESIGN PRESSURE APPLIES TO WHOLE SYSTEM. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • NO CHANGES THIS SHEET. 1 � LYNN 0. �'t`r .' LIGENgF' • �� * No.58705 7 , S TIE5 117 ig,�u` ��'SS!�NAL 1��G`• A. LYNN MILLER P.E. P.E.# 58705 2X WOOD SUCKSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2, THIS SHEET INSTALLATION TYPE E 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- 2314" EMBEDMENT EDGE DISTANCE :LtMAX 2 SHIM I YP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY 11-7/8" O.C. MAX. 1/4" MAX. SHIM STEEL SELF -DRILLING SMS (G5), SEE TABLE 9, THIS SHEET INSTALLATION TYPE H INSTALLATION INSTALLATION TYPE G TYPE F IX WOODBUCKSTRIP, r--+►�— EMBEDMENT SEE NOTE 2, THIS SHEET 114" MAX �{ SHIM TYP. ANCHOR TYPE, EMBEDMENT AND e — EDGE DISTANCE PER SUBSTRATE, B SEE TABLE 9, THIS SHEET CONCRETVCMU PER ANCHOR REQUIREMENT EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET —7T' S1/4"MAXSHIM 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET 4 . • CONCRETE PER EMBEDMENT..' ANCHOR •" * REQUIREMENT INSTALLATION EDGE TAP. ANCHOR TAPE, EMBEDMENT TYPE F � DISTANCE AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET VERTICAL SECTION D-D EXTERIOR \ q V 11 I v VISIBLE WIDTH - = !� WINDOW BUCKCK WIDTH23,'4" WINDOW BUCK WIDTH HORIZONTAL SECTION C-C EMBEDMENT Ja EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate Min Edge Distance Mln. Embedment Ma% O.C. Spacing 012 or t[14 410 SS Screw P.T. Southern Pine (SG=0.55) 9116" 1-319" 12" Aluminum, 6063-T5 min. 3/8' D.063 ' 12' A36 Steel 3/8' 0.083" • 12' Steel Stud Or. 33 min. 3/8' 0.045" 18 Ga 12- 012 or 014 Steel Screw (G5) P.T. Southern Pine (SG=0.55) 9116' 13/8' 12" Aluminum, 6063-T5 min. 318' 0.063' • 12' A36 Sleet V8' 0.063" • 12, SteN Stud, Gr. 33 min. 3/8' 1 0.045" 18 Gal 114' 410 SS CreleFlex Unglouted CMU, (ASTM G90) 2-1/7 1-1/4" Concrete (min. 3.35 kal) 1" 13/4" 1/4' Steel Ultmccn Concrete (min. 2.85 ksi) 1' 13/4" Concrete (min. 2.85 ka,) 2-117 13/8" Urlgrouted CMU, (ASTM C80) 2-1/7 1-i/4" Grouted CMU, (ASTM C30) 2-1/7 1314" 5116" Steel Ultwcon Conerats (min. 3.5 ksi) 1-1/4" 13/4" routed CMU, (ASTM C-90 2-VT 1-3/4' 12 -oun.— a. nnonun oc r env. n mei—wow I-- 'UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET, FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL • THICKNESS IS LESS THAN 1-12'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE • INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X' ARE 1-It' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE • ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.• • 3. FOR ATTACHMENT TO METAL THE ST RUCTURAL MEMBER SHALL BE OF A SIZE TO • • PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • ••• •• • ••• 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULUYJN YOA • • • • •• • APPLIES TO WHOLE SYSTEM. • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • it • • materiels 4 Mh. & •Min. Fe 6t Sc-0927 20tAi 410 SPFA 0 00 Okff0 55 177 k Ek:o ex® 6063-TS AI um 7.4 i6ksi B8.7 s 22 ksi A35 Steel 36 ksi 58 ksi Or. 33 Slew Stud 33 ksi 45 ka! • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as ompyng with th• Florida Building noodle NOA-No. 17-0614.11 Expiration Date 02/19/2019 NO CHANGES THIS SHEET. 0.1 Y U W 60 gay > `v O c? U M � � w ' o O o ray Z .1D n Z tL 2: io tE w 0 IL)U W.) o ® � O 10 7 LU < U' DA10 �. d Z oZ o o U r u F Z LL g O U ti NJ 1aa4S ® ry Z F 5 30 Z Z Q Z W %u S Q _ CV N J Ir o? Q o as W W °f11 'csaD saue5 ��1NY LYN/y 1GENgFe ',`�� * : No.58705 * = 0, '- S TE F� ••��: ""I &/ONAL A LYNN MILLER P.E. P.E.O 58706 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE -+-i EMBEDMENT DISTANCE PER SUBSTRATE, -\I SEE TABLE 10, THIS SHEET F�_— INSTALLATION TYPE 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- 2-3W INSTALLATION TYPE J 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EDGE DISTANCE EDGE DISTANCE 1 f I 1l4- MAX SHIM USED AT CURVED FRAME MEMBERS ONLY 11.7!8" O.C. MAX. 1W MAX. SHIM INSTALLATION TYPE L #10 STEEL SELF-0RILLING SMS (G5), SEE TABLE 10, THIS SHEET l� 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2. THIS SHEET _f1/4' MAX SHIM EMBEDMENT 1 EDGE DISTANCE EXTERIOR .ID MIAMI-0ADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F-F INSTALLATION TYPE 114' MAX SHIM 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, f1 SEE TABLE 10, THIS SHEET INSTALLATION TYPE K EDGE DISTANCE -�-j r 2X WOODn OR FRAMING,AMING, SEE NOTE 2, THIS SHEET LJ `J VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-314" WINDOW BUCK WIDTH HORIZONTAL SECTION E-E EMBEDMENT I EXTERIOR l Anchor Substrate Min, Edge Distance Max. O.C. S cI 2-12" x .113' Box Na0 P.T. Southem Pine G=0.55 5/16, 5" 2-1/7 x .131' Common Nei P.T. Southern Pine SG=0.55 3/S" 5" 2.12" x .145" Roolng Nall P.T. Southern Pine SG=0.55 3ar 5" #10 x 1" Steet screw(G5p P.T. Southern Pine SG=0.55 12" 5' 0.093" Aluminum, 6063-T5 min. 5/16" 5" 1J16" A36 Steel 5/tE 5" 0.046' 1B .1 Steel Stud, Gr. 33 MIN.UI :3 INKt bU tYUNU 11'1t MtIHL JUtlJ IIW IG INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "W", ARE BUCKS WH05E Min F�. Nh. F, TOTAL THICKNESS IS LESS THAN 1.1/2". 1X WOOD BUCKS ARE OPTIONAL�*dl. 92 km 120 ks1 IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD • • •1 si 22 k "StIff BUCKS DEPICTED AS "2X' ARE 1-12" THICK OR GREATER. INSTALLRTION ai al TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BYOTftSai ° OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. • • • • • • • • • 3. FOR ATTACHMENT TO METALTHE STRUCTURAL MEMBER SHALL BE • • • • • • • • • • OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0% •• •• • • • •• •• • • • ••• • • PRODUCT REVISED as Complying with the Florida Buildln6 Code NOA-No. 17-0614.11 EXPiTation Date QZ/19/2019 NO CHANGES THIS SHEET. z" uj > Z a Y U wa p� v OCN c Z� °IW 0 C7 N � M — y � � O N O -I o Z U- a ti: !E LU Z J 4g —el n O = U W g H' Lu ¢ C.0 7M0 r > i Z o z 8 O g LL co Q ~ ®N rn I>ays = 3 0 O Z O _Z J alon � NN w W Z � 11 lL a a i .1Y•LYN,y��. , PC\ ,r �1GENSF ••, (�� J * NO. 58705 STA EOF�� •(v�Q'� ' S �'',s;ONAL iENG \ A. LYNN MILLER, RE P.E.# 58705 INSTALLATION TYPE M PRODUCT REVISED as complying with the Florida 2X WOOD BUCKSTRIP Building Code NOA-No. 17-0614.11 EDGE OR FRAMING, SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT DISTANCE NOTE 2, THIS SHEET TYPE N Expiration Date 02/19/2019 EMBEDMENT By Miami -Ca roduct Control a 1/4' MAX SHIM EMBEDMENT 1X WOOD E 2, 7HIS SHEET 2X WOOD BUCKSTRIP NOTE 2. THIS SHEET O OR FRAMING, SEE �1/4" MAX NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND - g SHIM EDGE P ' �, EEITABLE 11STANCE THIS SHEET 4 1 II ANCHOR TYPE, �TYP. (1 EMBEDMENT AND EDGE I •". DISTANCE PER SUBSTRATE, 3 .' 11 SEE TABLE 11, THIS SHEET EDGE USED AT CURVED DISTANCE Dj EDGE EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE 11-7/8' O.C. MAX. CON ETEfCMU 11 ; PER ANCHOR CONCRETE/CMU REQUIREMENT 4 11 PER ANCHOR wlNDow BUCK VISIBLE LIGHT WIDTH = 5 REQUIREMENT HEIGHT 1/4" MAX. SHIM WINDOW BUCK WIDTH-2-314" EXTERIOR WINDOW BUCK WIDTH 15 VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- 2-3/4" INSTALLATION TYPE N INSTALLATION TYPE O STEEL SELF -DRILLING SMS (G5), SEE TABLE 11, THIS SHEET TYP. ANCHOR TYPE, `e�.�rq �� EXTERIOR EMBEDMENT AND EDGE 3L 4 DISTANCE PER SUBSTRATE, 15 SEE TABLE 11, THIS SHEET �1/4" MAX SHIM MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1X WOOD BUCKSTRIP, "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. SEE NOTE 2, THIS SHEET • • • • • • • • • • INSTALLATION NOTES: .00 • • • • • • • • 1ENT 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. • • • • • • • • • • • " 2. WOOD BUCKS DEPICTED ON THIS SHEET AS"IX", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2. 1X Wti�• BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS EDGE APPROVED BY AUTHORITY HAVING JURISDICTION. DISTANCE • • • • 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TOdFHE• • WINDOW FRAME. • • • VERTICAL SECTION H-H 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SVS-IkM.• • • • • • • • • • HORIZONTAL SECTION G-G Anchor Substrate Min, Edge Distance Mln. Embedment Max. O.C. Spacing 912 cr#14 410 SS Screw P.T. Southern Pine SG=0.55 9/16" lab" 3.7" Altrmirum 6063-T5 min. 3/8" 0.063" 3.7" A365tee1 3/8' 9.063"' 3,7' Steel Stud Gr. 33 min. 3/8, 0.W 18 Ga ' 33" #12 a#14 Steel Screw (GS) P.T. Southern Pine SG=0.55 9/16" 1318" 3.7" Aluminum, W63-T5 min. 3/8" 0.063' 3.7" A36 Steel 318" O.C63' " 3.7" Steel Stud Gr. 33 min. 3/8" 0.045' 18 GM ' 3.7' 1l4" 410 SS Creteflex U routed CMU, ASTM C-90 2-1/2' 1-1/4' 6.7" Concrete (min 3.35 ksi) 1" 1-314' 6.7" 1/4" Steel Ujmcon Concrete min. 2.85 ksi) 1" 13/4' 6.7" Concrete (min. 2.85 ksi) 2-1/2" 13/8" 6.7" Ungmuted CMU ASTM C-90 2-1/7 1-1/4' 6.7" Grouted CMU, ASTM C-90 2-112" 1-3/4' 6.7" 5116" Steel Utracon Cown,te (min. 3.5 ksi) 1-V4" 1314" 6.7" Grouted CMU, ASTM C-90 2-117 1 1-3/4' 6.7' ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • JR - 06/06/17 - UPDATED e ANCHORAGE TO FBC 2017. ti M Y U z w � r (Y p No °00 O 00 v g� J M E° n W o N O -1 o a LL Z ,ig ° = Uj W U L) o ®� 9 °N OMO H Z < o�� U 0 Z Z O U 3 LL. O W F- aays ® o z Z - O rn O ¢ Z Q Z J ar°JS OF rj NN U W as X LL z LL aull • r�ite4� • •k7in.� Mln. F Steal 9aaw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi EIcO UI9aCan• 155 ksi 177 kai 910 SS Eko CreteFlex• 127.4 ksi 189.7 ksi 6063-TS 16 ksi A Steel�m 36 ksi 58 G�. St 33 ksi ksi PRODUCT REVISED as complyy' yy with the Florida Building COde NOA-No. 17-0614.11 expiration Date 02119/2019 NO CHANGES THIS SHEET. ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE & EQUAL -LEG FRAMES FOR FIN FRAMES a z w > o2 a 2 U) U "ey ANGLED/CURVED ANGLED/CURVED O n V O p FRAME ASSEMBLY FRAME ASSEMBLY >- aioo 90' CORNER 90' CORNER O -It i0 I FRAME ASSEMBLY FRAME ASSEMBLY o Z "g rr I I m LL o F Z 'D S x L R °a UOo •J J o uMO/Q to I to Fw- v� aMo m w I ALLCORNERS TO I ALLCORNERSTf"FLANGE r> r Z Z ANDSOR SEALANTI // AND/ORSEALANi USEZ O O 8 lL 0 EQUAL•LEG FRAME��—FLANGEFRAME EG FRAME MITERED FRAME WITH INTERIOR i MITERED FRAME WITH INTERIOR 0U) Z AND EXTERIOR FRAME WELDS I AND EXTERIOR FRAME WELDS ¢ 0 W a/u>S ME (SHOWN) OR CCRNER KEYS AT (SHOWN) OR CORNER KEYS ATSCREW BOSSES. SEALANT AT ALL CORNERS SCREW BOSSES. SEALANT AT ALL CORNERS O W N 30 w w r ao X IL O m a 0- olio os�a sal,as QNY LYN/y� •, • • • • • • • • • • � Qom. .'�� i ••.''ZORID?'. • •.• •• • ••• • :ss i i i i• i i •+ i"��/ONALiGC��` • • • • • • • • • • • • . . • • . • • A. LYNN MILLER, F.E. P.E.# 55705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Item PGT Part# Description Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6063 T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7/16" Lami. Glass Beading Alum. 6063-T5 5 1 4254 LG. Glass Beading Alum. 6063-T5 6a 4270 Installation Fastener Co%er Alum. 6063-T5 6b 4224 Installation Fastener Corer Rigid PVC 10 70589C Gasket (at 90" comerjoints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 13 Dow 791, 899 or GE 7700 Backbedding Silicone 20 71652K Setting Block, Mono. 3/16" x 7/16' x 4' Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3/16" x 13/32' x 4' Neoprene, Duro. 65 +/-1 29 #6 x 1-1/4" FH SMS Stainless Steel 30 781PDX #8 x 1" Quad PH SMS Stainless Steel SILICONE STRUCTURAL 114" NOM. POLYISOBUMENE WITH DESICCANT EXT. GLASS INT.GLASS 75 KODISPACE 4SG TPS STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS- v 2.784' .094" --►-1 Lr .074" 438" 1 1.000' .500',050n10.00c D FLANGE FRAME #4253C,6063-T5 2,784 094" --►T-T JLw 074" 062' 1.375" .500" ,438" --►�I►- .050"m.aor OEQUAL -LEG FRAME #4285, 6063-T5 .970" �-- 875, F1 S -��►-- .050" 7116" LAMi. OGLASS BEADING #4255,6063-T5 ELT BUTYL AEU REIP 3/16" NOM. 5H6" M BU& DESICCANT FOAM EXT. GLASS -. / 1 I (41v \-INT.GLASS � `--INT SUPER 5DURASEAL® 7e SPACER®NXT""r SPACER Part# Description Material 75 Kommerling 4SG TPS Spacer System See this Sheet for 76 Quanex Super Spacer nXT with Hot Melt Butyl 77 Quanex Duraseal Spacer Materials 78 Cardinal XL Edge Spacer i III'�1`,tl��-- .346' 675' �J --►1t+- .o5a" I.G. GLASS OBEADING #4254,6063-T5 2.784" OW I—' 062' 1.375 -LT� 500" 3 FIN FRAME #4256,6063-T5 -1 1.03T �+-- .0501 INSTALLATION 6a FASTENER COVER #4270, 6063-T5 ICEMENT POLYISO- DESICCANT FILL AREA BUTYLENE 5/16" NOM. SEAL SILICONE SEAL ROLL -FORMED STAINLESS STEEL INT. GLASS EXT. GLASS GLASS XL EDGE TM ISDAr cD •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Coda Non -No. 17.0614.11 Expiration Date 002/19/2019 NO CHANGES THIS SHEET. rr W 0 UJ vi w Cl)R r� U) 0 '"aa 0 v 0 CON Q ei�0 of m w ram) n O'�o g z LL 'o n = z J u -d0 i' 0 U LL '-N 91n0 LLI Z CO Ft < I- CO rn W w CDn > "a. Z Z o z m $ O 5 J = 0 0 _ 0 Z U, /aay5 Z Z O O Z cn IX Z o" X O as rL m onn�saa " �.as or * NQ�o.58705 ' IONAL ENG a LYNN MILLER, P.E. P.E.# 58n5 n MIAMI DARE > , t MIAMI-DADE COUNTY PRODUCT CONTROL SECTION _� t �`, 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (kER) -j Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION i - ' �,y T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ```,1; www.miamidade.gov/economy I-IGT n us ries, Inc. 1070 Technology Drive' North Venice, FL 34275 COPE: This NOA is being issued under the applicable rules and regulations governing the use of c'QpZs1r*tion Wterjals. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-1lrodu¢t Cont 0l%e.Ction N O * * . be used in Miami Dade County and other areas where allowed by the Authority Having Jurisd6ioon (AHJ),. This NOA shall not be valid after the expiration date stated below. The Miami -Dade CoiptyProduct .0my&l 1 SecV; (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) rest"(? the riglir to have tlri,: • • product or material tested for quality assurance purposes. If this product or material fails*to'parform:in.tlfe. accented • • manner, the manufacturer will incur the expense of such testing and the AHJ may imm'dia .ly revoke] modify, or*. suspend the use of such product or material within their jurisdiction. RER reserves the right to rpvoke�his acceptance,... if it is determined by Miami -Dade County Product Control Section that this product Qr material IMS•ta•meet�the .. requirements of the applicable building code. 00,90 .. 0 ..... This product is approved as described herein, and has been designed to comply with the Florida BuildiWa►de, DESCRIPTION: Series "FD-101" Aluminum Outswing French Doors w/wo Sidelites-- L.M.I. Drawing No. IIUU�l Rev U, titicCium.. renc oor & Sicletites, Impact"', sheets I through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. IMISSiLE IMPACT RATING: Larne and Small Missile Impact Resistant I l . Use of Tables 1 or 2 (sheet 2) requires full length reinforcements (item # 22) for OX, XO, XXO, OXX, OXO and OXXO configurations. The lower design pressure from table 1 or table 2 shall control. 2. Standalone X, XX and O configuration unit do not required, reinforcement (item #22). 3. Applicable Egress operable doors must comply with min clear width & height per FBC, to be reviewed by AHJ. 4. Ix or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA ##16-0629.17 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chan a, P.E. NOA No. 17-0504.0I MIAMI•DADE COUNTY Expiration Date: October 18, 2022 FffjAkinnro ed Approval Date: September 28, 2017 `�r� Page 1. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # listed below) 2. Drawing No. 11005-1 Rev F, titled "Alum. French Door & Sidelites, Impact", sheets 14hfough 10 of 10, dated 04/04/2012 and last revised on 09/08/16, prepared by PGT Indus*ies, Signed arld Sdfaled by • • •; • Anthony Lynn Miller, P.E. • • • • • • • • .... .... . . B. TESTS • .... .... ..... 1. Test report on 1) Uniform Static Air Pressure Test per FBC TAS 2Q294 • 2) Large Missile Impact Test per FBC, TAS 201-94 • • • • • • • . ...... 3) Cyclic Wind Pressure Loading per FBC, TAS 203-140,0, •; Along with marked -up drawings and installation diagram of Aluminum Sliding Gfass Docarf.Ziv/ TPS,' •' • Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Labezgtory, Inc . •Te s� Repoho • • No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, allisig0d & sealed by Idalmis Ortega, P.E.(submitted under file #16-0629.17) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked —up drawings and installation diagram of fixed sidelite (0) w/ insulated laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files #12-0516.02/#11- 1013.22) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3 Water Resistance Test, per FBC, TAS 202-9 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked up drawings and installation diagram of Aluminum outswing doors w/sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/#11-1013.22) C. CALCULATIONS (Submitted under file 015-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (5" Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishaq 1. Chanda, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. • • • • • • F. STATEMENTS (Submitted under file 415-0528.24) ' • ' 1. Statement letter of conformance to FBC 2014(5th edition) and letter of ng jfj4i4cial interest, prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, RE..... .... 2. Lab compliance as part of the above referenced test report. • • • • • • • • G. OTHER 1. This NOA revises NOA #15-0528.24, expiring 10/18/17. 2. Test proposal # 16-0152 dated 03/09/16 approved by RER • • • • • • 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascbn, P.E. .. . 2. New Evidence submitted DRAWINGS 1. Drawing No. 11005-1 Rev G, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. None. 1. Anchor verification calculations and structural analysis dated 08/01/17, complying with FBC- 2014 (5TH Edition) & 2017(61h Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w - - -09. D. 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "TrosifoI: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5h edition), FBC 2017(6t edition) and letter of no financial interest, prepared by PGT, dated 08/01/17, signed and sealed by Lynn Miller, P.E. G. OTHER I . This NOA revises & renews NOA #16-0629.17, expiring 10/18/22. Ishaq 1. Chanda, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration. Date: October 18, 2022 Approval Date: September 28, 2017 E-1 SERIES 101 OUTSWING, IMPACT RESISTANT FRENCH DOOR AND SIDE LITE 1) GLAZING OPTIONS: SEE BELOW. 2) DESIGN PRESSURES: (SEE TABLES 1-4 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) CONFIGURATIONS: X, O, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4) ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8-11. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. 5) SHUTTERS ARE NOT REQUIRED. 6) SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7) REFERENCES: TEST REPORT FTL-4964, 5212 & 6864; ELCO ULTRACON & CRETEFLEX NOA'S 8) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE, DP REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD. 3/16" HS GLASS 2) ON SHEET 2, TABLES 1 & 2 REFER TO PRODUCTS THAT ARE 090" PV61 OR PVB2 REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE INTERLAYER UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF 1/6" AN OR HS GLASS YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE 93 NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED DESIGN PRESSURE FROM STEP 1. 72 1 3) DETERMINE YOUR ANCHOR GROUP FROM TABLE A, THIS SHEET AND YOUR GLASS TYPES, (A- D), FROM THE GLAZING DETAILS ON THIS SHEET. 4) FROM SHEETS 7-13, FIND THE SHEET THAT PERTAINS TO YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES REQUIRED. 5) ANCHORS ARE TO BE INSTALLED USING THE LOCATION GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13. SHEET 14 & 15 SHOW INSTALLATION CROSS -SECTIONAL DETAILS. DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1 -4 ON SHEET 2 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE Min, Anchor Anchor type IF Substrate Min. Edge Embedment Group Member Distance or Metal Thickness 1/4"Elco UltraCon@ All Concrete(min. 2.85 ksl) 13/4" 1.3t8' 1 F =155 ksl, F� 177 ksl Jamb Hollow Block (ASTM C90) 1-3/4" 1.1/4' All Concrete (m In. 3.35 ksl) 1-3/4" 1.3/4' 2 1/4' 410 SS Elco CreteFlex® Jamb Hollow Block ASTM C90 1-3/4" 1-1/4' All Southern Pine (SG = 0.55) 1" 1-3/8" F =127.4 ksl, F�= 189.7 ksi All Southern Pine (SG = 0.55) 9/16" 1-3/8' 3 #12 Steel 5M5 {Gr. 5) All 6063-T5Alum inum 311 1!B" 1) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 2) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE. 3) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. CODES/STANDARDS USED: -2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION o2014 FLORIDA BUILDING CODE (FBC). STH EDITION oASTM E1300-09 o ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2015 o AISI S100-12 -AISC 360.10 3/8" NOM. GLASS STACK 3/16" HS GL .090" PVB1 OR PVI INTERLAYE 316" AN OR HS GLASS 94 93 r i/2" GLASS 73 II BITE a 3/8" LAMI NOM. GLASS TYPE A, (PVB1) GLASS TYPE B, (PVB2) AN =ANNEALED HS=HEAT-STRENGTHENED TP = TEMPERED GENERAL NOTES ............ 1 GLAZING DETAILS ........... 1 DESIGN PRESSURES......2 VERT. SECTIONS.............3 HORIZ. SECTIONS........... 4 PARTS LIST ...................... 5 EXTRUSIONS ................... 6 ANCHOR QUANTITY........7-13 INSTALLATION .................14-15 GLASS STACK GLASS STACK SS 1/8" HS GLASS 2 R 1/4" AIR SPACE 1/2" GLASS BITE 1—/ • ` • E TERIOR 7H6" LAMI NOM. a • • • GLASS TYPE C, (PVB1), GLASS TYPE D, (PVB2) 3/16" TP GLASSY ••• • • —0 3/16" HS GLASS .090" PVB1 OR PVB2 INTERLAYER 94 1 /2" GLASS SIT E see 0 ••ice O0.•1,3116:L&AIJ0KOM. GLASS TYPE E • ••• •• • ••• • • • • •• • • • • • •• • • • • • • • • • PVBt = .090" TRO%W8L018 BY K RAYAMERICA!INC. • • PVB2 = .090" SAFLEX/KEEPSAFE MAXIMUM �VB BY EAS FMAN CHEMICAL CO. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• rRo� `i �Fkd& baMlaR Cade 1'^0 `�• O t AcceWfacf Na Eai4s�f DNe E o22— s�lprabLat` c•ra14 F) REORGANIZED SHEETS AND UPDATED TO FBC 2017, ADDED m TABLE A & ALUM. SUBSTRATE. - JR - 04/10/17 y O oow o O u ? dioa (D N W OJ M Q' oo L6 S Oro a� Lu Z cD b� J F- Lu Z $ O /n 05 In —I u- O rn 0: 00 F WO r Ia�vs C) (D Z < W Z s'o=S J O LL Q wLU o U a z o -11?1 7so0 woad * No.55705 * = S PSI - Al SE ' 10NAL A. LYNN MILLER P.E. P.E.# 58705 TABLE DESIGN PRESSURES FOR REINFORCED DOORS, ALL GLASS TYPES X FRAME XX FRAME FRAME HEIGHT WIDTH WIDTH 68 - 79 3/4" 1 7° - 83 3/4" 1 87 3/4" 1 91 3/4" 8° - 95 3/4" 30 371/2 60 71 3/4 +75.0 -75.0 +75.0� -75.0 +75.0 -75.0 75.0' -75.0 75.0 -75.0 DESIGN PRESSURES FOR REINFORCED SIDE LITES GLASS TYPES FRAME WIDTH FRAME HEIGHT 60 - 79 3/4" 7° - 83 3/4" 1 87 3/4" 91 3/4" 8'- 95 3/4" 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 .75.0 +75.0 -75.0 A 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71A +67.8 -57.6 +64.2 -642 36 3/4" +75 0 -75.0 +74.9 -74.9 +70.41 -70.4 66.6 -66.6 +63.1 -63.1 36 3/4" +75.0 -75.0 +75.0 -75.0 +75.0I -75.0 +75.0 -75.0 +75.0 -75.0 FOR MAX. SIZES OF COMBINED UNITS, SEE SHEE I S W-13. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). TARI r I - DESIGN PRESSURES FOR UNREINFORCED DOORS, ALL GLASS TYPES X FRAME WIDTH XX FRAME WIDTH FRAME HEIGHT 68 - 79 3/4" 7° - 8$ 3/4" 87 3/4" 1 91 34' 8'. 95 3/4" 2° 25112" 4° 47 314" +68.6 -58.6 +55,4 -66.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 271/2" 51 34' +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.6 i -46.5 +44.3 -44.3 291/2" 55 314" +51.7 ; -51.7 +48.8 -48.8 +46.1 1 -46.1 +43.8 -43.8 +41.6 -41.6 26 31 1/2' 5° 59 314" +49.0 € -49.0 +46.2 -46.2 +43.6 43.6 41.4 -41.4 +39.3 -39.3 28 331/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 39.3 +37.3 -37.3 351/2" 1 67 3/4" +38.1 -38.1 +38.1 .38.1 +38.1 ' -38.1 +37.5 -37.6 +35.6 35.6 30 37112"1 8° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 i -34.0 +34.0' -34.0 +34,0 -34.0 TABLE 4: DESIGN PRESSURES FOR UNREINFORCED SIDE LITES GLASS TYPE FRAME WIDTH FRAME HEIGHT 68 - 79 3/4" 7° - 83 3/4"L+47.2 3/4" 91 3/4" 80- 95 3/4" 10 3/4" +75.0 -75.0 +75.0 -75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 314" +75.0 -75.0 +75.0 -75.0 -75.0 +76.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 -65.0 +61.9 -61.9 +59.0 -59.0 A B, C, D OR E 21 314" +64.5 -64.5 +61.0 -61.0 -57.8 +55.0 55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 -47. +44.7 -44Y +42.6 -42.6 361/8" +35.2 -35.2 +35.2 -35.2735.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.D 1 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-13. EXAMPLE 1, (USING TABLES 1 & 2): XO WITH GLASS TYPE B, EXAMPLE 2, (USING TABLES 1 & 2): OXXO WITH GLASS TYPE A, REINFORCED, REINFORCED, 33-1/2" WIDE X 79-3/4" HIGH SINGLE DOOR WITH 18" X 79-3/4" 68" WIDE X 85" HIGH DOUBLE DOOR WITH (2) 36-1/2" X 85" SIDE SIDE LITE (SEE NOTE 8) LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF DOOR DESIGN PRESSURE = +75 / -75 PSF SIDE LITE DESIGN PRESSURE = +75 / -75 PSF SIDE LITE DESIGN PRESSURE = +70.4 / -70.4 PSF OVERALL DESIGN PRESSURE = +75 / -75 PSF OVERALL DESIGN PRESSURE = +70.4 / -70.4 PSF EXAMPLE 3, (USING TABLES 3 & 4): OXO WITH GLASS TYPE C, UNREINFORCED, 30" WIDE X 87-3/4" HIGH SINGLE DOOR WITH (2) 26" X 87-3/4" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +43.6 / -43.6 PSF SIDE LITE DESIGN PRESSURE =+47.2 /-47.2 PSF OVERALL DESIGN PRESSURE = +43.6 / -43.6 PSF EXAMPLE 5, (USING TABLE 1): X WITH GLASS TYPE A, 32" WIDE X 90" HIGH SINGLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF EXAMPLE 4, (USING TABLES 3 & 4): OXXO WITH GLASS TYPE B, UNREINFORCED, 71-3/4" WIDE X 95-3/4" HIGH DOUBLE DOOR WITH (2) 36-3/4" X 95-3/4" SIDE LITES DOOR DESIGN PRESSURE = +34 / -34 PSF SIDE LITE DESIGN PRESSURE = +34 / -34 PSF OVERALL DESIGN PRESSURE = +34 / -34 PSF EXAMPLE 6, (USING TABLE 1): XX WITH GLASS TYPE A, 63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF NOTES FOR ALL CONFIGURATIONS: 1) FOR CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION, (XO, OX, XXO, OXX, OXO, OXXO), THE LOWEST DESIGN PRESSURE SHALL PREVAIL. 2) FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 4), IS REQUIRED AT DOOR TO SIDE LITE CONNECTIONS, WHEN USING TABLES 1 & 2. 3) DOOR AND SIDE LITE COMBINATIONS FROM TABLES 3 AND 4 DO NOT REQUIRE REINFORCEMENT ITEM 22. 4) DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5) FOR DOOR -ONLY CONFIGURATIONS (X, XX), ONLY TABLE 1 IS APPLICABLE. REINFORCEMENT, PART#22, IS NOT REQUIRED. 6) FOR SINGLE, STAND-ALONE SIDE LITES (0), ONLY TABLE 2 IS APPLICABLE. REINFORCEMENT, PART #22, IS NOT REQUIRED 7) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDELITE ARE NOT AVAILABLE WITH REINFORCEMENT. 8) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. (E.G. FOR 32" "X" DOOR WIDTH IN TABLE 3, USE 33-1/2") •• ••• • • • • • •• • •• • • • • ••• • GLASS TYPES (ALL TABLES THIS SHEET): A. 3/8" LAM 1 (4/8" f • OW PVB, 341j" H% • • • • B. 3/8" LAMP(l/M" HSP.090 PVII,, 3/16"iiS)p • • • C. 7/16" LAM6(3/16" $ .09g Pj/16}}40� $ • • • D. 7/16" LAM I (6/1 6"W*.090 VB•3/1p" FjS) • i • i E. 13/16" LAMA IG (3/16" TP, 1/41AIRSPACE, 1/8" H6, .090OVB, 3/16" HS) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUC f REVISED W a piyta[ o n Ire Flock% balding Cade Aemptenee No e�Qrar ► , JR - 04/10/17 �,�G)NOCHANGESTHISSHEET W CO 'ne > W O ' p N o o Oo > o 0 N OJ M a aroo O In Q o O-io u Z Z m U U o ®� J W u '(a w - Y J aN JMO OW Lu to o> 2 V o W ap IL O N ®� 8 U Z (� Z w w 0 a1o7's o Of d Z J U � a o allll .4 s uas SPACING, SAME AS JAMB ANCHOR SPACING, (SEE SHEETS 7, 8 AND 9) SEE NOTE 3, THIS SHEET 3/4" MAX. 'XX' FRAME DLO —I XX' SECT. C-C 44 HORIZ. 'X' FRAME WIDTH SL FRAME WIDTH --I MAX - DLO SL SECT. E-E HORIZ. (DOOR W/ SIDE LITE) MAX. �� DLO REINFORCEMENT NOT REQUIRED FOR STAND-ALONE'X' DOORS. REINFORCEMENT NOT REQUIRED FOR STAND-ALONE 'XX' DOORS. INTERIOR EXTERIOR REINFORCEMENT MAX. SL FRAME WIDTH NOT REQUIRED FOR STAND-ALONE'O' NOTES: QI CC(`T C C HORIZ. (SINGLE SIDE LITE) 1) CLEAR OPENING FOR AND'XX' DOORS AS FOLLOWS: WIDTH: X' DOORS = DOOR FRAME WIDTH - 5.646 'XX' DOOR = DOOR FRAME WIDTH 12 - 4.079 HEIGHT: •• 66T FDAMG HEIG61T-3.a59"• •• • 2) SIDE LITLEOVERLAP'X'AND•XX'DOORS BY 3/4" WHEN • AS"BLtOIOMIIKEwXO'!",,'OXO•XXO','OXX'AND'OXXO' • • • 3) FULL LENGTH REINFORCEMENT REINFORCEMENT APPLICABLE TO DOOR AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2, SHEET 2. ITEM 22 IS NOT REQUIRED WITH COMBINATIONS • • •PfiOM TABLE�3 AN104, SHEET•,ta\ WITHiSTAND-ALONE'01, • • •'X' &'XX' @ONFIGURATIONS FROM 1ABLDS 1 AND 2. • • • • • • .. . . . . . . . . . . . . . . • .. . . . . . . . . ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N10DUCf REYtSW ea cwsWYV6 witb ft F1nMc twwia=EO& Aceryurn N• 1 -C • 01 EarireeY• Dete�I ,aT22- c G) NO CHANGES THIS SHEET. - H JR-04/10117 W > O Y U) O 7aa w 0 y O Q 0 O cj y Q7 �' IX Vi Z to CD 0 _j y = W U W .0 i < Y� �3 W pMp OW > � J W L0 U O Z a ® $ 0O H laays m F U J Z < w us als J 0 W Z Q w N w U Q = � 0 -fill -asap s ua5 LYN SON....... N.#/ * N�o.58705 L lk �O TTES F� . ; •�� ZORtDP-.--' isb cS O A. LYNN MILLER, P.E. P.E.# 58705 USED AND ARE NOT PART OF THIS APPROVAL. STRUCTURALb 4"NOM. 'OLYISOBUTYLENWITH DESICCANTKODISPACE EXT.GLASS4SG TPS I INT. GLASS' HOT -MELT BUM STRUCTURAL SILICONE 3116" NOM. FOAM WITH DESICCANT SUPER EXT. GLASS 81 CDArCD®r IYTTm " GLASS ALUMINUM ' REINFORCEMENT 5/16" NOM. BUTYL & DESICCANT { FOAM D(JRASEAL@ EXT.GLASS 82 SPACER INT. GLASS POLYISO- DESICCANT FILL AREA BUTYLENE 5116" NOM. SEAL SILICONE SEAL ROLL -FORMED STAINLESS STEEL XL EDGETM ea SPACER EXT. GLASS INT.`GLASS Part Description `Material 80 Kommefling 4SG TPS Spacer System See tfi Sheer for 81 Ouanex Super Spacer nXr Will Hot Melt 6uryl 82 Ouanex Duraseai Spacer Materials 83 Cardinal )L Edge Spacer Ktt-tKtNGt I tJ I KCr'UK I J: r r L-a r r 7, oaoo a oar I ' ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • PRODUC f REVISED _s pl7rYwRY r6e,Fleelde ihaamm Cede Accept—N• 1 -b Lbl01 e>pr.r. amz •r'Be/r" adCaairst F) NO CHANGES THIS SHEET. - JR -04/10117 LU > o as '- p a o p al°0 O to O U 1 co m e fn O 0 _j " LLD Z W Z o J = LU 7®� a rn LU 19 F W o>� I-, 5M0 > J Ln en FO lL Q Ln 7aa45 p U = U Q FF-- Z a WEL rn al°Js O LL Z J w U J Q m p aq!y asap sagas `1111111171 /j// LYAfA/ No. 58705 IS �s'•..Y ORIO I" •'G\�� /ONAL A. LYNN MILLER, P.E. P.E.# 58705 - 1.750 Ll .062 4.000 1.750 4.100 .062 DOOR PANEL DOOR PANEL 30 TOP & BOTTOM RAIL 31 SIDE RAIL 6063-T5 6063-T5 3.655 3.111 1 550 1,400 .050 y FILLER HEAD ADAPTER 1 6063-T6 3.000 --1 1.272 1.479 050 OFRAME HEAD 6063-T6 050 .079 1.489 469 I 3.00D►{ 11 OUTSWING THRESHOLD 6063-T6 1.750 4.100 .062 4.675 DOOR PANEL 44 INTERIOR ASTRAGAL 6063-T5 1.500 125 750 34 TRUSS CLAMP 6063-T5 5.459 6.085 1 .805 J 050 .683 O3116" GLAZING BEAD 6063-T5 i+ 3.100-� 60 SL HEADER 6063-T6 L -, 750 .062 4.100 4.675 DOOR PANEL 45 EXTERIOR ASTRAGAL 6063-T5 �►-.363 050 .683 76 5/8" GLAZING BEAD 6063-T5 � 3.100 �{ 61 SL SILL 6063-T6 5.212 �,.480-►{ 050 3.000 20 DOORFRAME JAMB 6063-T6 1.578 -� .890 .050 3.000 -i_ - I- 62 SLJAMB 6063-T6 .050 1.620 .250 ►� 37 WEATHER STRIP CHANNEL 6063-T5 0.376 2.125 E 125 32 HINGE 6063-T5 1� �-.172 050 .683 !� 1.092 74 IG GLAZING BEAD 6063-T5 .504j .830 � � .360 13 OUTSWING THRESHOLD CHANNEL COVER 2.980 • • • }.-•-�2}p�p .050 1-.0yI-00 SL JL• • .650 •�4 • • • • EP • • • • •.125 • • • 66 ADAe- :. : •22 SUS ^�L6 6063-TG • • • 6063-T5 • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IRODUCCREVMW es ard�',•{ MO Om R alikk FeWor Code Actepreue N• 1 -d •O EtpirarL. are 2 Mtml 0.d{.► �cr•rd F) NO CHANGES THIS SHEET .-JR - 04/10/17 W 20 U) naa �W p o O O � Y n rc 'loo O CO 04 3 y th fn o CD O O LL O W Z c0 2 W 0rc U 0 J g :1 W cop a W uMo p ONO O > J to u1 of LL O K 00 to ®$ rn p �aays u O r U U Z O (A J Q W p alJ'1 -sap savas ."%N%%I'//'''/ ONYlY ......NIV,y�� '•.• LICENSE •.•�� NO. 58705 9 s '• c�OR10P..•'G�� / 'ONAL A. LYNN MILLER, P.E. P.E.# 58705 X DOORS, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1 2 CONIC LOAD ZONES co ¢ X I.1 8 _ X m X U a X MAX OR FRAME WIDTH MAX HEIGHT 25.50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 5 2 4 2 5 2 4 2 6 2 4 2 27.50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 5 2 4 2 6 2 4 2 6 2 4 2 29.50 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 6 2 4 2 6 2 4 2 6 2 4 2 31.50 79.75 5 2 4 2 83.75 87.75 91.75 95.75 6 2 4 2 6 2 4 2 6 2 4 2 7 2 4 2 33.50 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 35.50 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 37.50 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 20-7/8" MAX. O.C. 6"(A---A') MAX. 3 13-1/4" MAX / 23-1/8" MAX. O.C. 95-3/4" / ® MAX FRAME 84-318" HEIGHT MAX. DLO D-0 \ 4 40' 24-9/18\ MAX. DLO \ A -A 3 37-1 P2" MAX DOOR FRAME WIDTH TYP. DIMENSIONS OF SINGLE DOOR, X HEAD r- ZONE "C" / / a / w w p O N (/ \ m I- SILL I� ZONE "C" LOAD ZONES FOR SINGLE DOOR, X Design Pressure See Sheet 2, Table 1 14t0U0C F law%gf La�A�'bi with 6. Flaf& Aoee syD N.17-OSay.of Def�e-. r' jp7.0 NOTES: • • • • • • • • k- :°;e`"CO°d�' 1) SEE SHEET 1 FOR CLASS AND ANCHOR TYPE DESCRIPTIONS. • • • • • • • • • • • • 2) DOORS MAY BE LEFT OR RIGHT-HANDED. • • • • • • • • • • • • • • • • • 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CKtr 000 • • • • • • • JAMBS (ALQ: 13.114" MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • .00 • • • • • 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14. • •• • . • • • • • • • • . • • • • • • • • . . • • • • • • • • • ••• • • • • ••• • • • • • • • • • • to • • •• •• • • • •• •• ••• • • • ••• • • F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10/17 Y w z w a � (J) naa o o N Y aloa O 7 o' i� 04 3 d O M rc U) O z8 2 Lu w A U fit �B W .0 a Z ~O w F map .oN JM0 W z J O > 'T LU Z U o to atl O or aa45 n ® � Q F � O 2 U Z Z LU J a1oaS O LL Q J U ~ p o � < X g!-S alai 0 \``1111 � i � n 1 ii7i7 N�c... N'��! * : NO.58705 G "'77S!ONAL ll to 11.�. A. LYNN MILLER, P.E. P.E.# 58705 XX DOORS, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1,21 CONC LOAD ZONES m .2 < b J hhJ J a X MAX DOOR FRAME WIDTH MAX FRAME HEIGHT 47.75 79.75 83.75 87.75 91.75 95.75 4 3 4 2 5 4 4 2 5 4 4 2 5 4 4 2 5 4 4 2 51.75 79.75K54 83.75 87.75 91.75 95.75 2 2 2 2 3 55.75 79.75 83.75 87.75 91.75 95.75 5 1 2 5 2 5 R44 2 6 3 6 3 59.75 79.75 83.75 87.75 91.75 95.75 5 5 4 2 5 5 4 2 6 5 4 3 6 5 4 3 6 5 4 3 63.75 79.75 83.75 87.75 91.75 95.75 5 5 4 2 6 5 4 3 6 5 4 3 6 5 4 3 6 4 3 67.75 79.75 83.75 87.75 91.75 95.75 6 5 4 3 6 5 4 3 6 5 4 3 7 6 4 1 3 7 6 4 3 71.75 79.75 63.75 87.75 91.75 95.75 6 5 4 3 6 5 4 3 6 5 4 3 7 6 4 3 7 6 4 3 21 MAX. O.0 6'. 9" MAX. MAX. I I I MAX. O.C. 95-3/4' MAX. FRAME HEIGHT �-- 71,/4" MAX. DOOR FRAME HEAD *• '4 �ZONE'D" , MAX. HEAD ZONED" v� �1F / \ e / \ 13.05" \ O.C. a w z z OH 91-314'N \ / 13-1W �- 20.718' g^ 6" MAX. SILL M•�SILL ZONED" ZONED" 63-3/4" -- -�1 LOAD ZONES FOR XX CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE Design Pressure See Sheet 2, Table 1 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4' MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6' MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8- MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE DETAILS SEE SHEET 14. EXAMPLE: XX WITH GLASS TYPE A, 63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR, ANCHOR TYPE 31NTO WOOD DESIGN PRESSURE = -75 / -75 PSF, SEE EXAMPLE 6, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 6: 6 ANCHORS @ EACH JAMB 5 ANCHORS EACH DOOR PANEL @ HEAD 5 ANCHORS EACH DOOR PANEL @ SILL OSEE CIRCLED VALUES ON TABLE 6. •• ••• • • • • • •• X = DENOTES ANCHOR LCH3ATION. • • • • • • • •• • • • • ••• • •• ••• •• • • • •• • ••• •• • ••• • • • • •• • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUC f REvwAm a ampW" •Ni the Fk*Wx how.geS& Aceepb•w N• i 7-D564.O EapkaW __ac . ' 2 __ aw; [C•eha[ ~ F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS v AND ANCHOR TABLES. -JR- 04/10/17 i �2 2 C W w � � .aa D rc w a o p /n n al°0 10 M 0 _j n LL z W Z D 'o c� d J W =J rL W 0M0 O W zi �Lu 2° g N °6 LL O K co aa45 my O = H U Z 6 LU J aO 5 O LL W J :3 Q xOx X °771 'sad sauas ` Wi LYNAt * : No. 58705 pO �_ ,IONAL IfIll1"`1G` A. LYNN MILLER, P.E. P.El 58705 0 SIDE LITE, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3 ALUM 1 2 CONIC LOAD ZONES 07 7 O w J n x O m ¢ 7 O w J J us x O MAX SIDE LITE FRAME WIDTH MAX FRAME HEIGHT 10.75 79.75 83.75 87.75 91.75 95.75 4 1 1 4 1 4 1 4 1 4 1 4 1 4 ( 1 4 1 4 1 4 1 12.75 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 1 2 4 2 4 2 4 2 4 2 4 2 4 2 19.D0 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 21.75 79.75 83.75 87,75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 5 2 4 2 5 2 4 1 2 27.75 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 5 2 4 2 6 2 4 2 6 2 4 2 36.13 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 36.75 79.75 83.75 87.75 91.75 95.75 6 j 3 4 3 6 3 4 3 7 i 3 4 3 7 3 4 3 7 3 4 3 _ 17-7/8' 6" rMAX- O.C. - MAX. 3 13-1 /4- MAX. 2/MAX.X. O.C.O./ 95.3l4' 84-3/8' MAX. MAX. DLO FRAME HEIGHT F _F 4 33-5/8' 'MAX. DLO B-B 38.3/4" MAX. SIDE LITE FRAME WIDTH TYP. ELEVATION OF SINGLE SIDELITE, O HEAD �- ZON E'E' m t° w w z z O ON m`O a SILL ZONE "E" LOAD ZONES FOR SINGLE SIDELITE, O Design Pressure See Sheet 2, Table 2 NOTES: •• ••• • • • • • •• 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. • • • • • • • • • 2) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4- MIN. O.C. FOR CONCRETE, 4- MIN. O.C. FOR CMU): • • • : : : : : : • : • • JAMBS (ALL): 13.1/4' MAX. FROM CORNERS AND 23-1/8" MAX. O.C. • • • • • • • • • • • • HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4' MAX. O.C. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 4) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15. •• • : • .0. • • • • • • • • • • • • • • • • • • • • • • • : • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUC( REVEW ao+ Oykg whb Ow Fbd& bafJi.K Ctle Accept+aee No) - U)i7 •O I C'pl'.0w• oetl-24 2 Nliay'AnAt mdo+E F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. - JR - 04/10/17 w z 5 Y O > - o "aa Y n o W Op Q 6 N y + Lo O OJ � rn o O LL OO z Z (O 'ro J -wj U U o ®� LU �p w � i ¢ w umo�p .oN ~O W ¢ I'- UMp oZ� 0 to LL ca O K rn ® o P14s # S H iE U z z LL ww to =logs O u- J_ Q J ~ o U Q O 0 a171 '�sep s ILL \`111111u1//// LICENSE'• * : N0.58705 �'�7S�ONALIEN A. LYNN MILLER, P.E. P.E.9 50705 xo & ox, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2 3, WOOD 3 ALUM 1,2, CONC LOAD ZONES mg Q O w J 3 uai x O JJ J = X m X m < 0 iu = 8 x O o J 3 x X m X MAX SIDE LITE FRAME WIDTH MAX-X DOOR FRAME VVIDTH MAX FRAME HEIGHT 10.75 25.50 79.75 83.75 87.75 91.75 95.75 4 2 3 5 4 2 2 4 4 2 4 15 1 4 1 2 2 4 4 2 4 5 4 2 2 4 4 2 4 5 4 1 2 2 4 4 2 4 6 4 2 2 4 12.75 27.50 79.75 83.75 87.75 91.75 95.75 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 5 4 2 2 4 4 2 4 6 4 2 2 4 4 2 4 6 4 2 3 4 19.00 29.50 79.75 83.75 87.75 91.75 95.75 4 3 4 5 4 2 2 4 4 3 4 5 4 2 2 4 4 3 4 6 4 2 2 4 4 1 3 4 6 4 2 3 4 4! 3 4 6 4 2 3 4 21.75 31.50 79.75 83.75 87.75 91.75 95.75 4 1 3 5 1 5 4 2 2 4 4 3 5 6 4 2 2 4 4 3 5 6 4 2 3 4 5 3 5 6 4 2 3 4 5 3 5 7 1 4 2 3 4 27.75 33.50 79.75 83.75 87.75 91.75 95.75 5 3 5 6 1 4 2 2 4 5 3 5 6 4 2 3 4 5 3 5 6 4 2 3 4 6 3 5 7 4 3 3 1 4 6 3 6 7 4 3 3 4 36.13 35.50 79.75 83.75 87.75 91.75 95.75 6 4 5 6 4 3 3 4 6 4 5 6 4 3 3 4 7 5 5 6 4 3 3 4 7 5 6 7 3 3 4 7 5 6 7 4 3 3 4 36.75 37.50 79.75 83.75 87.75 91.75 95.75 6 4 5 6 4 3 3 4 6 4 5 6 4 3 3 4 7 5 5 7 4 3. 3 4 7 5 6 7 4 3 7 5 6 7 4 3 3 4 AN�;KVK IlUHry 1111C��VR in vvn,�,vv .a,u��„".. ..� DETERMINED INDEPENDENTLY. 9' MAX. Design Pressure 20-718'MAX. O.C. 6•MAx. Reinforced: I See Sheet2, Tables 1 & 2 6 A -A B B Unreinfirced: Sea Sheet 2, Tables 3 & 4 MAX 3 3 13-114" MAX' NOTES: \ � 1 \ SEE TABLES 1-0, 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE ..J_ SHEET 2 FOR DESCRIPTIONS. 2 \ \ REINFORCEMENT 2) DOORS MAY BE LEFT OR RIGHT-HANDED. MAX. X. 0 O.C. \ REQUIREMENTS. }T ® / 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS MIN. O.C. FOR CONCRETE, 4" MIN. O.C. 95-3/4' FOLLOWS (4- 84-3/8' i / MAX. FOR CMU): FRAME JAMBS (ALL): 13-i/4" MAX. FROM CORNERS AND MAX. DLO / HEIGHT 23-118. MAX O.C. / HEAD & SILL OF DOORS: &' MAX. FROM CORNERS. / 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" / E-E MAX. O.C. HEAD & SILL OF SIDE LITES : 6" MAX. FROM / 4 CORNERS AND 24.3/4" MAX. O.C. 24-9/16" 33-51W / MAX. DLO MAX. DLO 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT / AVAILABLE SIZE. 13-1/4" MAX. _ 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. A -A 843 SIDE 6) ILE LOC WHERE THE DOOR E 37-1/2' MAX. DOOR LITE/FRA WIDTH ABUTSREINFSIDE WITH ABUTS A SIDE LITE ARE NOT AVAILABLE WITH 73 1/2' MAX. DOOR+SIDE FRAME WIDTH LITE FRAME WIDTH TYP. ELEVATION OF XO CONFIGURATION (OX SIMILAR) HEAD 9• MAX. N�� HEAD 60MEAXE --} \ m \ w 2 N O m 20-7/8" 1;. L� m / a SILL ZONE "D" L ZONE 6" MAX, F�p LOAD ZONES FOR XO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE (OX SIMILAR) 7) SIDE LITE OVERLAPS DOOR BY 3/4' ONCE ASSEMBLED. 1m uC in �i6ald i 17•dSv�•o�f t�iy�3•�,-r+35ios� '(/ALL EXAMPLE: XO WITH GLASS TYPE B, 36' X 84" SINGLE DOOR WITH 36" X 84" WIDE SIDE LITE, ANCHOR TYPE 31NTO CONIC. DOOR DESIGN PRESSURE = •75 /-75 PSF DOOR ANCHOR REQUIREMENTS FROM TABLE 8: 4 ANCHORS @ DOOR JAMB 3 ANCHORS @ DOOR PANEL @ HEAD 3 ANCHORS @ DOOR PANEL @ SILL 4 ANCHORS @ SIDE LITE JAMB 3 ANCHORS @ SIDE LITE @ HEAD 3 ANCHORS @ SIDE LITE @ SILL •• ••• • • • • • •• • •• • • • • ••• • • • I AI?CIRCIRM VALSES ORTAILE ✓ 1 • X = DENOTES ANCHOR LOCATION • ••• •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F) NEW SHEET COMBINING SIZE °-, ELEVATIONS, ZONE ELEVATIONS .m AND ANCHOR TABLES. - JR - 04/10/17 i N Y LU =_ > v o as W O } to O a)ap N O `' CD N Q 6 w O j O O /n Cl O Z LL D � J LU U V o • V) xe -'Cl LU_ co = a 1- c1 LU J .oN pMp LU > a O Z 0) uJ Q � LL O O � r 41a4S ® N O U Z a Z LU Ha- 0 0 _j ILL X J W 05 O L) a XO o 6 eql saps \\)�,.,.,,r7j � ..... L.... . .... •.�j_ _ * : No. 587M ,�ORIOP,. •'�� ',, 701VAL 1E ,1� A. LYNN MILLER, P.E. P.E.# 58705 OXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3' WOOD 3 ALUM 1,2, CONC LOAD ZONES 4 O W 2S x O IL es x x O W J rn ? O IL J m _ x MAX SIDE LITE FRAME WIDTH MAX DOOR FRAME WIDTH MAX FRAME HEIGHT 10.75 25.50 79.75 83.75 87.75 91.75 95.75 4, 2 7 4 2 3 4 2 7 4 2 3 4 1 2 7 4 2 3 4 2 7 4 2 3 12.75 27.50 79.75 83.75 87.75 91.75 95.75 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 5 4 2 7 4 2 5 19,00 29.50 79.75 83.75 87.75 91.75 95.75 4 1 3 8 4 1 2 1 3 4 3 8 4 1 2 1 3 4 3 8 4 2 5 4 3 8 4 2 5 4 3 8 4 2 5 21.75 31.50 79.75 83.75 87.75 91.75 95.75 4 3 8 4 2 3 4 3 8 4 2 5 4 3 8 4 2 5 5 1 3 8 4 2 5 5 3 10 4 2 5 27.75 33.50 79.75 83.75 87.75 91.75 95.75 5 3 8 4 2 3 5 3 8 4 2 5 5 1 3 8 4 2 5 6 1 3 10 4 3 5 6 1 3 10 4 3 5 36.13 35,50 79.75 83.75 87.75 91.75 95.75 8 4 3 5 8 4 3 5 8 4 3 5 k6l 10 4 3 5 10 4 3 5 36.75 37.50 79.75 8 4g3583.75 8 487.75 7 5 10 491.75 7�5 10 495.75 7 5 10 4 ANCHOR QUANTITIES FOR THE )DO R AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 6- MAX. 20-7/8" MAX. A -A MAX. g"� 6' MAX. 24-3/4• MAX. O.C. 6" 13-1/4" MAX. 1 J- / / 23.1/8" / MAX. O.C. / / ® 95 MAX. 84 3/8' ® FRAME / MAX. DLO HEIGHT E� \ 4 \ 44 33-5W 24-9/16` MAX. DLO MAX. DLO \ A- B$ 36-3/4" MAX. SIDE 3 3 LITE FRAME WIDTH 37-tYY MAX. DOOR FRAME WIDTH 109-1/2" MAX. DOOR + SIDE LITE FRAME WIDTH NOTES: TYP. ELEVATION OF OXO CONFIGURATION (NOT AVAILABLE WITH(NOT AVAILABLE WITH REINFORCEMEHD HEAD HEAD HEAD ZONE"E"�-ZONE "F'--t-ZONE'E" / m Z / / o N / m a \ ILL v u❑ •c^ f I SILL 20NE "E" LOAD ZONES FOR OXO CONFIGURATION Design Pressure Reinforced: I WA Unreinforced: I See Sheet 2, T2bles 3 & 4 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-11W MXO.C. HEAAD. & SILL OF DOORS: 6' MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7I8- MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4' MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE n SIZE. Z 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 0 14 & 15. m 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 07*SIDE.IiE OVER6APS POOR &Y 3W ON(FASSEMBLED. • 000 • • • • • • • • • •• ••• •• • • • •• • ••• •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IRoDucr �[. e.MMN4Ot Fbddc AeseµpnN• I -b 4•o I Ea#Ir+M•Deu 2 Mi.nr Adr Ce•wal F) NEW SHEET COMBINING SIZE ELEVATIONS, ZONE ELEVATIONS AND ANCHOR TABLES. -JR- 04/10/17 CN Y U LU i > 0 3 ;aa Q N o ti o O aloo U) p r (7 cVa z w w Lo O Z O O � p aF LU Z c0 J w a a pMp OW > J In O Z O o W Q Lo LL O Q "'W3 ® O � H 2 U N Z W Q alu-5 J O LLLL W U Q o 4 0 Q alll �sap sauaS \� 2'C�.•' LICENSE * ; No. 58705 ^0 , c} .j°1OR1DS'. \� A. LYNN MILLER, P.E. P.E.# 58705 XXO & OXX, ALL GLASS TYPES ANCHOR TYPE 8 SUBSTRATE 2' 3' `WOOD 3 ALUM 1,2, CONC LOAD ZONES ¢ O W m w O m Q X J ❑ = X Il J a _ X I { ¢ O W J w O m Q X L L1 J a = x J s i X MAX SIDE LITE FRAME WIDTH MAX DU DOOR FRAME WIDTH FRAME HEIGHT 10.75 47.75 79.75 83.75 87.75 91.75 95.75 4 2 1 4 1 3 6 4 2 1 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 12.75 51.75 79.75 83.75 87.75 91.75 95.75 4 2 5 4 7 4 2 4 2 3 4 2 1 5 4 7 4 2 4 2( 3 4 2 5 4 7 4 2 4 2 3 4 2 5 4 7 4 2 4 2 3 4 2 6 4 7 4 2 4 3 5 19.00 55.75 79.75 83.75 87.75 91.75 95.75 4 3 5 4 7 4 2 4 2 3 4 3 5 4 7 4 2 4 2 3 4 3 5 4 7 4 2 4 2 3 4 3 6 4 7 4 2 4 3 5 4 3 6 4 8 4 2 4 3 5 21.75 59.75 79.75 83.75 87.75 91.75 95.75 4 3 5 5 8 4 2 4 2 3 4 3 5 5 8 4 2 4 2 3 4 3 6 5 8 4 2 4 3 5 5 3 6 5 8 4 2 4 3 5 5 3 6 5 8 4 2 4 3 5 27.75 63.75 79.75 83.75 87.75 91.75 95.75 5 3 5 5 8 4 2 4 2 3 5 3 6 5 8 4 2 4 3 5 5 3 6 5 8 4) 2 4 3 5 6 3 6 5 8 4 j 3 4 3 5 6 3 7 6 10 4 3 4 3 5 36.13 67.75 79,75 83.75 87.75 91.75 95.75 6 4 6 5 8 4 3 4 3 5 6 4 6 5 8 4 3 4 3 5 7 5 6 5 8 4 3 4 3 5 7 5 7 6 101 4 3 1 4 1 3 1 5 7 5 7 6 101 4 3 1 4 3 5 36.75 71.75 79.75 83.75 87.75 91.75 95.75 6 4 6 5 8 1 4 3 4 3 5 6 4 6 5 9 4 3 4 3 5 7 5 6 5 9 4 3 4 3 5 7 5 7 6 1 101 4 1 3 4 3 5 7 5 7 6 1 101 4 1 3 4 3 5 DETERMINED INDEPENDENTLY. V V V " v V 20-7/8" MAX. O.0 6' MAX. - 23-1/8" MAX. O.C. "» 0 N 9" MAX. 9" MAX. 24J/4' MAX. O.C. �-A 3 6"MAX. / \ LA 23.1/8" SEE TABLES 1-4, SHEET 2 FOR MAX. DLO ® \ REINFORCEMENT / \ REQUIREMENTS. 96-3, MA) A / FRAP \ / � HEIG 84\3/ MAX. D,LO / / 4 LX2-911.1O\ / j MAX DLO A -A B-B 3 3 36-3/4" MAX. 71-3/4" MAX. DOOR FRAME WIDTH SIDE LITE FRAI 107-3/4" MAX. DOOR + SIDE LITE FRAME WIDTH TYP. ELEVATION OF XXO CONFIGURATION (OXX SIMILAR) ZONED" ZONE�F"-ZONE "E" / / \ \ m z SILL SILL SILL • • • LOAD ZONES FOR XXO CONFIGURATION • ; • (OXX SIMILAR) Design Pressure Reinforced: See Sheet 2' Tables 1 & 2 Unreinforced: See Sheet 2, Tables 3 & 4 t" E IT 1E WIDTH NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4' MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4' MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8' MAX. O.C. HEAD & SILL OF SIDE LIT'ES: 6' MAX. FROM CORNERS AND 24-314" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • 5)6ORIANCHORAGF•INSJALLAjIQN DETAILS SEE • SHEETS 14d, 15• • • • • • 6)EONAGQRATRON§%HERE -WE DOOR LOCKSTILE • A�,J,� Sf6 RTE ARE:OT AV/LABLE WITH • • REItJ1`dRCEf NT. • • • 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRODUC f ittyM n a �Wr� Wkb tlr F7asr Atecptaa[s lvs 1 -O • D ) Sapkatlrrw D•tc �r t� W -L Im IW ftndt Rrodwt Covwd F) NEW SHEET COMBINING SIZE II °g ELEVATIONS, ZONE ELEVATIONS ' AND ANCHOR TABLES. - JR - 04110/17 z LUIX 1 a N W v O W O CiN ? W 1n O OJo �� Z Z ILL. O r LU U ULu ®� LU e vwo p b I- W it a OAG O^ i Lu rA O Z T So0 � n °C U. O 0 J _N taavS UF LU z Z ;yJ °ram s W Q LU L- Jl O w °d o O U Q ep�y sap s uag \j11111111//!/ ONY LYNAI ''•,� •'-%CENgF N,�ii * : No.58705 B41A � 0 %,ssio A. LYNN MILLER P.E. P.E.# 58705 OXXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, 3' WOOD 3 ALUM 1.2, CONC LOAD ZONES m CD <= O w y < O �JJ y x< X m C O IL W o O I` N w x X MAX SIDE LITE FRAME WIDTH MAX DOOR FRAME WIDTH MAX FRAME HEIGHT 10.75 47.75 79.75 83.75 87.75 91.75 95.75 4 2 1 6 1 4 1 2 1 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 12.75 51.75 79.75 83.75 87.75 91.75 95.75 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 7 4 2 3 4 2 1 7 4 2 5 19.00 55.75 79.75 $3.75 87.75 91.75 95.75 4 3 7 4 2 3 4 3 7 4 2 3 4 3 7 4 2 3 4 3 7 4 2 5 4 3 8 4 2 5 21.75 59.75 79.75 83.75 87.75 91.75 95.75 4 3 8 4 2 3 4 3 8 4 2 3 4 3 8 4 2 5 5 3 8 4 2 5 5 3 8 4 2 5 27.75 63.75 79.75 83.75 87.75 91.75 95.75 5 3 8 4 2 3 5 3 8 4 2 5 5 3 8 4 2 5 6 3 8 4 3 5 6 3 10 4 3 5 36.13 67.75 79.75 83.75 87.75 91.75 95.75 6 4 8 4 3 5 6 4 8 4 3 5 7 5 8 4 3 5 7 5 101 4 3 5 7 5 110 4 1 3 1 5 36.75 71.75 79.75 83.75 87.75 91.75 95.75 6 4 18 4 3 1 5 6 4, 9 4 3 5 7 5 19 4 3 5 7 5 10 4 3 7 5 110 4 )31 5 ANCHOR QUANTITIES FOR THE DOOR AND E D-E LITE TO BE DETERMINED INDEPENDENTLY. 20.7/8" MAX. O.C. _ MAX..1. _ 6 MAX.�A9' AX. j II� 63 � 9" MAX. MAX. 3 9" MAX. 24-314" MAX. O.C. 23-1/8' MAX. O.C. T I} / / / / • / \ \ \ \ \ SEE TABLES 1-4, SHEET 2 FOR REINFORCEMENT REQUIREMENTS. 95-314" MAX. FRAME 84-3 MAX. /8"J® DLO \ / / HEIGHT E-E \ / a 33-5/8' MAX. DLO\ / MAX. DLO B-B A -A 36-3/4" MAX. SIDE 71-3/4" MAX DOOR FRAME WIDTH LITE FRAME WIDTH 143-314" MAX. DOOR +SIDE LITE FRAME WIDTH TYP. ELEVATION OF OXXO CONFIGURATION 1. n ZONE"E' t �-ZONE'F" ZONE'F' ZONE'E' 23-118" / / \ \ m m 2 / / \ \ z N O m \ / fAX. -+{ I �-- MAX. ill SILL ZONE'E" I I 20-7/8" SILL ZONE "F" 9. 6' MAX. MAX. "c ^ ILL • SILL J= 2SILL ZONE "F� • = LOAD ZONES FOR OXXO CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE • : • Design Pressure Reinforced: See Sheet 2, Tables 1 & 2 Unreinforeed: See Sheet 2, Tables 3 & 4 ►L•fk'_3 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4' MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6' MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-N4' MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. EXAMPLE: OXXO WITH GLASS TYPE B, 71.3/4' WIDE X 95-3/4" HIGH DOUBLE DOOR WITH (2) 36.3/4" X 95-3W SIDE LITE$, ANCHOR TYPE 2 INTO CONCRETE, DESIGN PRESSURE =+34 /-34 PSF, SEE EXAMPLE 4, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 11: 4 ANCHORS @ EACH SIDE LITE JAMB 5 ANCHORS EACH DOOR PANEL @ HEAD 5 ANCHORS EACH DOOR PANEL @ SILL 3 ANCHORS EACH SIDE LITE @ HEAD 3 ANCHORS EACH SIDE LITE @ SILL SE�FIR 3` EDP ALA E;1N:ABLE 11 fiE1bTI2% AI•CHOR L•CATIONI ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • iwemmwyh{ wNb We F1v" Ne -OS6 •ol BspkWm Oau 22 c�tw1- PA* rrt CeMr F) NEW SHEET COMBINING SIZE ti ELEVATIONS, ZONE ELEVATIONS .m AND ANCHOR TABLES. -JR- 04/10/17 LU U N Y U C U) as w o O A alao O to 04 O V, �" O J co u to O O If o e W Z co J = U LL V �- W vw,ojp oN O LU ^ l7 J Dma oZv p Ln y W ,6 O co ® 0 laa4s g O U J Z a W H 7 s LLO LLW � J w M O o U Z" a O 0 a17g asap sa L_ `1111111111/r�/' ONY LYNN ��'��.•' LIGENSF M * No.58705 ST S'40RID AL 11111110 A. LYNN MILLER P.E. P.E.# 58705 EDGE DISTANCE— EDGE DISTAN CE � SEE TABLE 2X WOOD SHEET 1 EDGE DISTANCE A, BUCK. NOTE it SEE TABLE 1X WOOD EMBEDMENT A, SHEET 1 BUCK, NOTE 1 - EMBEDMENT 1/4" MAX. SHIM 1/4" MAX. SHIM 114" MAX. SHIM SEE T ABLE MA, SEE TABLE SHEET I A, SHEET 1 " DOOR HEAD (WOOD) DOOR HEAD (CONC) DOOR HEAD (ALUMINUM) EMBEDMENT EMBEDMENT—�{ 1/4' MAX. SHIM 114" MAX. SHIM —f 1/4" MAX. SHIM T EDGE DISTANCE ' - EDGE DISTANCE EDGE DISTANCE ' ` STAGGERED STAGGERED ANCHORS SEE TABLE STAGGERED ANCHORS ANCHORS A, SHEET 1 2X WOOD 1X WOOD J BUCK, NOTE I SEE TABLE A, SHEET 1 BUCK, NOTE 1 DOORJAMB(WOOD) DOOR JAMB (CONC) DOOR JAMB (ALUMINUM) SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 SEE TABLE A, SHEET I 1 /4" MAX. SHIM 1/4"MAX. 1/4" MAX. SHIMSEE OiEQ"r�_ TABLE SEE TABLE A, SHEET 1 A, SHEET DMENT EMBEDMENT WEDGE 2X WOOD 1►--►I— EDGE DISTANCE BUCK, NOTE I EDGE DISTANCE DOOR SILL (CONC) DOOR SILL (WOOD) DOF� SILL{AtL MMf W ••• O �--. .• •� • •• • • • • ••• • •• ••• •• • • • •• LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" 1. WOOD BUCKS DEPICTED AS 1 x ARE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). THICK OR GREATER. INSTALLATION TO THE SUBSTRATE 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.l %PN't:T OTH f M ST ULLYS0ImPORt THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MAST141$ REQUIRED BETWIEITFt GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • • • • • • • • • • • • • • • • E?lCTERIDR• IKTfiRIOR 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL S CTIONS) ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • ••• • • rRolluc raEvow n o wbA she Ff." bwdlog Cede Ac.pYstt No f 7- 0 .01 Ear+rww Der uad Pm& rmd d COMM F) CLARIFIED DETAILS, ADDED :-O ALUMINUM. - JR - 04110117 i �2 Y O W > a O � naa O oa O O v a O Ix o 0- a'4a In O OJo LL W Z fD Uwo ®� U J W Uj OLU W _� J JM4 rn r- >� wo oZ� $ ,5 U J LL O d OF Jaa45 ® m 0 W _ _j FF- = U Z H LU ° °J5 J O LL Z w of " -' a 8 -OLL 'asa4 sa��a5 LYNN`''�. ��..• LICENSE •.�/� * ; No.58705 O TE F" •••�� i Cis •'-F ORIOP.•''G\�` A. LYNN MILLER, P.E. P.E.# 58705 SEETABLE DISTANCE 2X WOOD EDGE DISTANCE A. SHEET 1 EDGE DISTANCE BUCK, NOTE 1 --' kDGE •_: EMBEDMENTSEE TABLE A,SHEET1 EMBEDMENT1XWOOD" MAX. SHIM BUCK' /4" MAX. SHIM 1/4' MAX SHIM NOTE1 j*A, SEETABLE SEE TABLE BLE A, SHEET 1 A, SHEET 1 ET 1 SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) SIDE LITE HEAD (ALUMINUM) SEE TABLE EMBEDMENT EMBEDMENT A,SHEETI 1/4" MAX. SHIM 114" MAX. SHIM 1/4' MAX SHIM SEE TABLE GE DISTANCE DISTANCE JEDGEDISTANCE A, SHEET 1 JEDGE SEETABLE SEE TABLE A, SHEET 1 A, SHEET 1 a SEE TABLE U A, SHEET 1 2X WOOD BUCK, NOTE 1 1X WOOD BUCK. NOTE 1 SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) SIDE LITE JAMB (ALUMINUM) SEE TABLE A. SHEET 1 -SEE TABLE A, SHEET 1 SEE TABLE A. SHEET 1 114" MAX. SHIM 1/4" MAX. SHIM 1X WOOD BUCK, NOTE 1 1/4' MAX. SHIM SEE TABLE A, SHEET 1 SEETABLE —EMBEDMENT A, SHEET 1 i . - EMBEDMENT 2X WOOD EDGE DISTANCE BUCK, NOTE 1 � _ ' - EDGE DISTANCE SIDE LITE SILL (WOOD) I ---- -EDGE DISTANCE SIMLr MS:LC (��WIVV�N�J�01• SIDE LITE SILL (CONC) • • •• • • • • • • •• • • • • •.. • 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1l2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 10 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS ENGINEERED HAVING 2. IF SILL TIGHT TOSUBSTRATE, G OUT OR OTH R MATERIAL IIS NOTEQUIRED. FUSED, NON- HRINK NON-M TA LIIC GRO T5 (3 0 PSI MIN.), (DONE9OTHER9/ 111US1•FULLY 9LWVORT•THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 304 FELT PVEt OR,4�IASTICLREQ:14D BETVON :HJGROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • • ; • • • EkERIdt •IN`EF:OR • • • (A L HEAD ALL SECTIONS) V 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • /ROBUC t REVi13M e o�plyis• w1iY ut FbMtL Wtlhtlt ITsA� Aceept•scc Ns 17- 0 )ro . D I gapirnMt•OHe .. IHt, a DWI C�•d F) CLARIFIED DETAILS, ADDED ALUMINUM. - JR - 04/10/17 W N Y U) U` . N a •- Q y 0 O O co U' N z H O O_' o 0 c� y �a to O o LL p Z LU Z co = LLI R rc _j to XB t— W O I l o Z a'' g 9 J LL 0 of O W Q Lo — laa4s w m O U Z z aw°s ¢ O W tL H J U� L1J O J Q Q y Q aNl 'asad 5 uas `"111111I I", NOG * No.58705 X\ ilhP 10NAL ENG. ��tllnnll�� A. LYNN MILLER P.E. P.E.# 58705 M IAM I DADS MIAMI-DADE COUNTY ® "' PRODUCT CONTROL SECTION DEPARTMENT OF REGU ATORY AND ECdr�6i le'RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATIQN DIVISION"'' T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE"( PAI rvwrv.miamidade.eoy/economy 1070 Technology Drive North Venice, FL 34275 JCOPE: •••• This NOA is being issued under the applicable rules and regulations governing theewse of ediT tructiorr • • • • • materials. The documentation submitted has been reviewed and accepted by Mipjr i;D� de CMat� RER - • • Product Control Section to be used in Miami Dade County and other areas where.q.111WVd by the A.uthoriq * * * Having Jurisdiction (AHJ). .... ...... This NOA shall not be valid after the expiration date stated below. The Miami-Dacfe•C"hy Pr6dLi"Eontroj .... • Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade,' otmv-�y) reserve the right., • • • to have this product or material tested for quality assurance purposes. If this pfVdt" or material' Fails to*.... perform in the accepted manner, the manufacturer will incur the expense of suclVetl 1k and the •AHJ may . • immediately revoke, modify, or suspend the use of such product or material within their juris(Utipb. RER• • • • reserves the right to revoke this acceptance, if it is determined by Miami —Dade Ceurity Product Control.... Section that this product or material fails to meet the requirements of the applicable building code • * • ' This product is approved as described herein, and has been designed to comply with the Florida Building Code. inchtdina the Hieh Velocity Hurricane Zone. - [DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 90° & 135° corners — L.M.I. ,�VYFMIVAL 11VUUryi INJL: Lrawing 1No. YtyiviJu, imea --Jenes / W Anrm. -3kiii - i tvi lmpacu-, sneers I through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. / NOA No. 17-0420.12 Expiration Date: February 17, 2020 91f7 _ Approval Date: September 28, 2017 Approved Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123. 10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets through 22 of 22, dated 10/10/14, with revision C dated .04/05/17, PIM' fired manufacturer, signed and sealed by Anthony Lynn Miller, P.E.'.. • : • • • . . ...... TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, p:: •MC, TAS'202-94 • 2) Large Missile Impact Test per FBA.S 20144 3) Cyclic Wind Pressure Loading per FBVTAS'203;94 ..... Along with marked -up drawings and installation diagram of Af fl"nprn Sliding Glass .' Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fefiestra:4" J'psting • • • • Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 are Ftl.-89A, dated 02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, PJ,1%• • (Submitted under NOA No. 16-0629.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2 Uniform Static Air Pressure Test Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 Large Missile Impact Test per FBC, 7TS 901-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 14-0123.10) 3. Test reports on: 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loadin per TAS 202-94 3) Water Resistance Test, per TAS 202-94. orce Entry est per . . . and TAS202-94. 5) Large Missile Impact Test, per TAS 201-94 6) Cyclic Wind Pressure Loading, per TAS 203-94 along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, . (Submitted under NOA No. 09-0826.10) Jorge M. Plasencia, P.E. Puct Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E - 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) S. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. I5-0430.08) 0000 • 000*00 C. E. F. CALCULATIONS - • • - 1. Anchor verification calculations and structural analysis, complying•ovith F$C«fml .. Edition (2014) and FBC-61" Edition (2017), dated 04/18/17 ahVeMsed on 08/10/17; • prepared by manufacturer, signed and sealed by AnthonyL mi • • Oer, P.F..' 2. Glazing complies with ASTM E1300-09 ...... . • _ _ • QUALITY ASSURANCE """ • 1. Miami -Dade Department of Regulatory and Economic Resources �AER).:... % MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "TrosifolO Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18, STATEMENTS 1. Statement letter of conformance with FBC-511 Edition (2014) and FBC-6"' Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. G. OTHERS 1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135' corners - L.M.I. approved on 08/04/16 and expiring on 02/17/20. Jorge M. Plasenc a, P.E. P duct Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-2 .. ... .. ' .. SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2 DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NONS, ANSUAF&PA NOS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE.HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554 TABLE Glass type B, SEE DETAILS ON SHEETS 4 & 5 Description (Listed from Exterior to Interior) G3 7/1(r Laminated: (2) Laes of 3116' HS Glass with .090' PVB Intedayer G3A 917E Laminated: (2) Lies of 1/4' HS Glass with.09E PVB Interlayer G4 711W Laminated: (2) Liles of 311E HS Glass with .090' SG hte l ayer 04A 9118' Laminated; (2) Lkes of 114" HS Glass wllh .090" SG Intedayer G5 V Laminated I.G.: 3116' T Exterior Cep + 318' Air Space + 711E Laminated; (2) Ules of 311E HS Glass with .090' PVB Intedayer G5A 1" Laminated I.G.: 1/4" T Exterior CAP + 511E Air Speed + 711E laminated; (2) Likes of 3116" HS Glass with .090" PVB baedayer G8 V Laminated I.G.: 311E T Exterior Cep + 31V Air Space + 711E Laminated; (2) Liles of 311E HS Glass with .090' SO Intedayer G(V Ttamineted l.G.:114'TExterior Cap+WIT'AIr Spats +7/16' Laminated; (2)Utesol3/1EHS GIasswllh.09E SG Intedayer G7 711E Lemineted: (2) L0.ea of 3P1E ANN Glasc with .090" SG Imadayer G7A 911E Laminated: (2) Lltea of 1/4' ANN Glass wtth .090' SG Intedeyer GB 1' Laminated I.G.: 3116' T Exterior Cap + 31E Air Space+ 711E Laminated; (2) Lies of 3/1E AM Glass with .OW SG mtedayer G8A I P Laminated I.G.: 114" T Exterior Cap + 511E Air Spaoo + 7/16' Laminated; (2) Utes of 311E ANN Glass with.OW SG kaedayer 'ANM = ANNEALED -HS"=HEAT STRENGTHENED T' TEMPERED 'PVB" _ .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. 'SG"=.09T SENTRYGLAS®BY KURARAY AMERICA, INC. DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1, 2 8 3 ON RATED FOR LARGE 6 SMALL SHEETS 6, 7 8 8 MISSILE IMPACT RESISTANCE CODES I STANDARDS USED: a2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION eASTM E1300-09 •ANSIIAF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM OESIGN MANUAL, ADM-2015 eAISI S100-12 eAISC 360-10 GENERAL NOTES.............1 EXAMPLE CONFIGS.......... 2-3 GLAZING DETAILS ............ 4,5 ANCHORAGE .....................6-14 DESIGN PRESSURES 6-8 INSTALL DETAILS..............12-14 ELEVATIONS .....................15.16 PANEL / SILL TYPES ......... 17 CROSS SECTIONS ............ 18.19 PARTS LIST. 20 EXTRUSIONS .................... 21.22 �" .IRr 04t5H7 1 - C I UPOATEO TO FBC 2017, REVISED TABLES f, 2, 3 & A _ ) N. VEN1CA FL 34275 (941) 480-1600 CERT. CFAUT/L 929298 Anchor Group Anchor Type Frame Member Substrate Min. Edge Distance Min. O.C. Distance Mln. 6nbedment or Metal Thickness A #12 18-8 EMS, (Fy-60 ksl, Fs= 95 ksi) #12 410 SS EMS, (Fy= 90 ksi, F„= 110 ksi) All Southem Pine (ED - 0.55) 9118" 7/8' 1-3(8" 6063-T5 Aluminum 3/8" 0/16" 0.090" A36 Steel 3/8" 0116" 0.050' Or. 33 Steel Stud 318" 0116" 0.045" (18 Ge) 114" Elco Aggre-Gatos@ Fye57 ksl, Fo 95 ksi All Concrete min. 2.22 ksi) 1-1/2' 3" 1-318' Jamb / P-hook Filled Block ASTM C90 2" 3" 2" Jamb I P-hook Hollow Block (ASTM C90 2" 3" 1.114" All Southern Pine (SG - 0.55) 1" 1" 1-3/E B Steel EMS (Gr. 5) #12 S (min. 3 threads r. 5) metal substrate) All Southem Pine (SG = 0.55) 9/16" 7l8• 1-318" 6063-T5 Aluminum 3/8" 9116" 0.090" A36 Steel 3/6" 9/16" 0.050" Or. 33 Steel Stud 3/8" 9116" 0.045' 18 Ga C 1/4" Elco UltmConO Fye155 ksl, F„-177 ksi All Concrete (min. 2.85 ksi) 1" 4' 1-315" Jamb / P-hook Hollow Block (ASTM C90) 1' 6" 1-1/4" 1/4" Elco UltraConO Fy=155 kei, Fe= 177 ksi Ail 27 T2" 4" LNEr Jamb / P-hook Jamb / P-hook Filled Block (ASTM C90 Hollow Block ASTM C90 2.112" 2-1l2" 4' 6" 1-314" 1-114" D tl4" 410 SE Eko CreleFlex® Fy=127.4 ksi, F.189.7 kai Head / Slll Concrete min. 3.35 ksi 1" 4• 1.3/4" Jamb / P-hook Concrete (min. 3.35 ksi) 1" 6" 1-0/4' Jamb I P-hook Hollow Block ASTM C90 2-112" 6" 1 1-1/4' All Sauthem Pine SG - 0.55 1' 1' I 1-3I8' i) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE TFVW ONE OF THE ANUHUK Ur UUu 4 Auuve, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY-33 KSI. 4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. 6) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE. ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET. PRODUCT REVISED 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. as compsyIng with the Florida PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS Building Code NOA-No. 17-0420.12 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS Expiration Date 02/17/2020 / (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER By 11 LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS Miama- a Product Control THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, Nell -SW", NON&MET4LIC OR UT, MAX. 1/4" THICK & 3400 PI MIN., (DO Btl' OSHBRS)9MU6T L�l� • SUPPORT THE ENTIRE LENGTH OFJJE $ILZSH I�NOrT16H-OTO THE SUBSTRATE, AND TRANSFER SHEAR LQipD�O ;�UESTF:kTE.1F• SUBSTRATE IS WOOD, 301 FELT AAQLR ORTOASTIC IS Pf-QWIRFJ)• BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. ANL►OP • • • • • sco-77o NTS 1 a i • 2� 1- -� PGT0130• ••• • • • • ••• • • • • • • • • • ••• • • • • • • • •• •• • �lll ll lllly ... LYNN.411 ��.•.• �10ENgF'•. �(� � No. 58705 CG �� ",'ONAL 10 `1� A LYNN MILLER, P.E. P.E.# 58705 EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH Ac NOM. PANEL WIDTH + 3 PER TABLES I-3 PERTABLES1-3 r s Gc MAX. UNIT t / w J I t4 I W o W l o p o °a 13 MAX. UNIT HEIGHT 9 44 14 l u d o 1 2 y HEIGHT � 1 t m I'� � PER TABLES 1-3 PER TABLES 1-3 Eli POCKET i I POCKET 1 y 1-PANEL , ,3 CONFIGURATIONS _MAX. UNIT WIDTH NOM, PANEL WIDTH A ` t 1 t3 PER TABLES 1-3 9 9 1 13 +y 19 MAX. UNIT` HEIGHT +s 1s PERTABLES1-3 J� NOM. F PEI MAX HE PER TA I I 14 14 o a w Ipa O� lap POCKET j v __rl __1I 3-PANEL CONFIGURATIONS w 13 ,3 CONFIGURATIONS + +3 MAX. UNIT WIDTH c Cc 1 13 1 13 Jw J0 I 19 19 1 I a I 0 + 1w 14 o0 19 / 2py POCKET t y 5-PANEL CONFIGURATIONS (405/17 1 C I NO CHANGES THIS N. VENICE, FL 34276 (941)48f1-1800 CERT. OFAV711. 02 M �oa>r7 roves. wc. c MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc' INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE p)OOCXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90" & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "X" = OPERABLE PANEL, "0" = INOPERABLE PANEL, "p" = POCKET DETAIL LETTER ,�Iw" = WOOD OR METAL INSTALLATION ® "c" = CONCRETE INSTALLATION SHEET NUMBER OM. PANEL WIDTH - 7" DOOR UNIT HEIGHT-10.125" = DOOR UNIT HEIGHT-1.866" MAX. UNIT z wl SEE HEIGHT 79 0 OTE PER 19 z,TNls TABLES 1-3 SHEET. • EXTERIOF• • • ♦ • •• • •• ••, • • • • t,OFM%}E`Rr TYP. 3 • • (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) EXAMPj-E�DI�IGURA]`IbN$ `. • • � • • SERIES 3W Adv. 'S-+Lh 4ACT• • • SGO-770 NTS 2 + A • PGT0130e O ••• • • • • ••• • ••• • • • •• •• PRODUCT REVISED as complying with the Florida Ballding Code NOA-No. 17-0420.12 ExpirationD�ata 02/17/2020 No.58705 13 I ) � • Q, � OR. ST TE F •��\ S �I, ONAL tE �� ` A. LVNN MILLER, P.E. P.E.# 58705 EXAMPLE CONFIGURATIONS MAX. TESTED UNIT WIDTH = 355-7116" @ 96" HEIGHT 300-1/4" @ 120" HEIGHT NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT, 1 1 79 19 e 96" OR 120" 6-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH t 13 t 13 t 3 PER TABLESI3-l`r--- J I 14 1 I 1 3 c MAX. UNIT 3 HEIGHT 1 1 PER TABLES 1-3 t F 1 t 1 1 13 NOM. PANEL WIDTH _ PER TABLES 1-3 1 13 c MAX. UNIT 1 13 HEIGHT 1 1 PER TABLES 1-3 7-PANEL CONFIGURATIONS 8-PANEL CONFI(3UKAI IUNJ v Jc I l 14 I � ono I�¢N I��+g POCKS: j H • • • • • • • • • • • •• • • • • • • W---� • • • • • • 41'so • �17 13 1' •• •• • • • •• CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90" & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "X" = OPERABLE PANEL, "0" = INOPERABLE PANEL, "p" = POCKET DETAIL LETTER Wv�' = WOOD OR METAL INSTALLATION "c =CONCRETE INSTALLATION SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = DOOR UNIT HEIGHT-10.125" PANEL HEIGHT = DOOR UNIT. HEIGHT-1.866" N.VENICE.w34s7s - EXAMPLL;COMPIGUR4TID ••• • P41) 480.18M ne • • • CERT.OFAU7H. p19298 rPlrSER1E667Z0 A M.•S •LIN IA2R4CT• • • NO CHANGES THIS SHEET. _ I per •'f • xb: I Po* ^�• ® soa77o NTS 3 a 21 • PGTD130 ••• • • • • ••• • • • • • • • • • • • PRODUCT REVISED as compiyin with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02117/2020 No. 58705 •• 0 VTET `•. S;ONALIENG`�` A. LYNN MILLER, P.E. P.EJF 56705 m lone � I GLAZING DETAILS (G3 G3A G4 G4A, G5 & G5A) 7/16" NOM. 7/16' NOM. 1" NOM. 3116" HS GLASS 3l16" HS GLASS 3/16" HS GLASS .090" PVB .090" PVB D90" SG 3/16" HS GLASS 3/16" HS GLASS 74 3/16" HS GLASS 74 3/8" AIR SPACE 74 3/16" T GLASS &2 82 10 83 EXTERIOR 3/4' NOM. EXTERIOR 3/4" NOM. GLASS 3G GLASS BITE ,24-127 SS GLASS BffE BITE EXTERIOR 80 80 79 54 54 55 7/16" LAMINATED GLASS, TYPE G3 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 9/16" NOM. 9116' NOM. 1"NOM. 3116" HS GLASS 1/4" HS GLASS 1/4' HS GLASS 090" PVB .090" SG 3116" HS GLASS 11/4"TGLASS 74 114° HS GLASS 74 5116"AIR SPACE 74 PRODUCT REVISED 82 as complying with the Florida 83 Building Code AGLAZS 3/a" NOM. 3/4" NOM. NOA-No. 17-0420.12 GLASS EXTERIOR GLAS$ 1p4-127 3/4" NOM.piratlon GLASS Date 0211712020 BITE BITE BITE By EXTERIOR Miami -Da roduct Control a 9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE 135A IIl •00 • • • • • • • •ee pNY LYNN UCENSF •. �� • • • • • • • • • • • �` P��.•'• GLAZING NOTES: • • • • • • • • • • • • • • • • • • • • • •,•P l :' No. 58705 -_ "ANN" = ANNEALED - "HS" = HEAT STRENGTHENED 'T"=TEMPERED SEE SHEET 15 FOR SPACER DETAILS. -� PVB° _ .090" TROSIFOL• PVB BY KURARAY AMERICA, INC. lam TECHNOLOGYORNE N. VENICE, FL 34275 °7a°°' q�ts •GL•4Zf/SG� DETq(t� • • • • • • • • • • %�� STA O �C�`s'•• P40RIOP,.••• �� "SG" =.090" SENTRYGLAS®BY KURARAY AMERICA, INC. (941)450 teoo • • X •..... �� ` W .r — �Y THIS SHEET. CERT.OPAUTH.029M 1E 7UA 1 � �IJTS • D- Lfv1 P a..e"ai n.,: rM'AL LLE--NG �1WYA P.E. JR w"""ei 04NW17 C U NO CHANGES awc covrrsr+r dm? reramusmas e% ® s we,t • SOO.770 4 • m 22 PGT01:i0 C A LYW KEA S8705 JR 10110/14 M ^u aR'1"'��0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLAZING DETAILS (G6 G6A G7, G7A, G8 & G8A) 1" NOM. 7/16" NOM. 1" NOM. 3/16" ANN GLASS - GLASS- HS GLASS 3/16" ANN GLASS .090" SG 090" SG .090" SG 3116" ANN GLASS 3/16" HS GLASS 3/6" AIR SPACE 7a 3116" 82 N S ` 1 74 3116" T GLASS SPACE I 74 3/16' T GLASS ® i •EXTERIOR t EXTLASS �� KI 4 %lip EXTERIOR~ 1" LAMINATED I.G. GLASS, TYPE G6 tt 1" NOM. --I 3116" HS GLAS ,090" SG 3/16" HS GLAS; 5/16"AIR SPACE 1 /4" T GLASS = EXTERIOR a 7/16" LAMINATED GLASS, TYPE G7 9/16" NOM. 1/4" ANN GLASS .090" SG• 74 1/4" ANN GLASS— ' e2 3/4" NOM. EXTERIOR GLASS Gj BITE 3/4" NOM. GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G8 1" NOM. 3/16" ANN GLASS .090" S 3116" ANN GLASS 5l16" AIR SPACE 74 1/4" T GLASS PRODUCT REVISED as complying with the Florida 83 Bullding Code NOA-No. 17-0420.12 124-127 3/4' N S Expiration Date 02117/2020 GLASS BITE By —� Mlaml- a Product Control EXTERIOR 1" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE G8A \`\\j11111j1j7 • •• • • • • ••• • • • • • • • • • �1 � 1k :• No. 58705 GLAZING NOTES: • • • • • • • • • • 000 0�aR�11 "ANN" = ANNEALED "HS" = HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. 3 '•• O�'•, s �� "T' = TEMPERED "PVB" = TROSIFOe PVB BY KURARAY AMERICA, INC. to7p'rE NICE, FL nRrve M. VENICE FL 3(275 •, • • • • • I�IIQG DET,Q/LS �sS •• �ORIOA•,• 61 .090' "SG" = SENTRYGLAS' BY KURARAY AMERICA, INC. (W),1so-lean • • . • • • • • '�i/,ONAL EN "% .090" CERT.OFAUM. #WW •., • • • • & RIE$ 77DALCM. SGD- NJ IMPADP' • JR OMt).'iH7 C NO CHANGES MIS SNEE7. mr°ttnoBromynT PoTMB1tttiAF:t aQ SGD-770 AlT.ci M & 5 •22 _ •PGTO i�O C A tYP.E.R 58705 PE on+"aY Mh GxY"tl By Mle: JR /a�a1q �" • • • • • • • • • • ••• • • • ••• • • IACLt 1: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For comer astragal anchorage on 90" or 135" comer units, see sheet 11 Maximum DP for all sizes: +60 /-60 psf (May be limited by Table 1A) Table applies to Glass Types 3, 3A, 5, 5A, 7, 7A, 8 & 8A and the Stile/Astragal Types shown below. Door Unit Height 8p" 84" 80" 96" 69-7/8" DLO 73.718" DLO 79.71V DLO 85.7/8' DLO Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C D A 1 B C D A B C D Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 +1 54+1 C4+t C4+1 C4+1 C4+1 C4+1 24 Jamb 8 8 8 8 6 8 8 8 B 8 8 8 8 8 8 8 DLO P•hook 6+7 6r7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/SO( C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+t C4+1 C4+1 30" Jamb 8 B 8 8 8 8 8 B B 8 8 8 8 8 8 8 v DLO P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+B 7+8 7+8 7+8 7+6 Head/Sill C4+1 C4+1 C4+1 +1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 36" Jamb 6 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 tk0 + 6+ 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+1 C4+i C4+1 04+1 CA+1 CA+1 C4+1 Cd+1 C4+1 C4+1 04+1 C4+t C4+1 C4+i C4+1 C4+1 4T Jamb 8 8 8 8 8 8 8 8 B B 8 a 8 8 8 8 ag DLO P-hook 8+7 8+7 8+7 8+7 7+8 7+8 7+8 7+8 7+8 778 7-8 7+8 7+8 7+8 7+8 7+8 HeadlSill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 ` Jamb B e 8 8 6 8 8 8 8 8 B 8 10 8 8 8 DLO P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE, 5Et SHtt 16. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP 15 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3) 4', 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE 15 NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. TABLE 1A: SIII Height to Max. (+) DP (Water Infiltration Rating) SIII Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17) Flush - 1-1/2" see note 3 Low - 2-1/2" + 46.67 Medium - 3-1/4" + 60.0 High -4" +60.0 JCC NU I CJ 1-S OH LENGTH x = 0 OH RATIO z 1 0 OH RATIO = OH LENGTH OH HEIGHT DLO WIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT= PRODUCT REVISED DOOR UNIT HEIGHT-10.125" as compiyIng with the Florida Building CCode NOA-No. 17-0420.12 PANEL HEIGHT = DOOR UNIT HEIGHT-1,866" Expiration �Date e02/1712020 By Straight Astragal Lockstile @ 90`Astragal Lockstile @ 135" Astragal Lockstile @ interlock P-hook Lockstile @ lamb Assembly Straight Astragal Assembly 90" Astragal Assembly 135' Astragal Standard Stiles Standard Stile Standard Stile ---Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside C Outside Comer Inside Corner • • • �1�.,-�{' Inside Comer' 1 1 Corror • • • • aujs6le • Gorrl•r • • • • • Part #60 (Stile) Pat Yi19 (Olt► • Rays�Skg #13)2• • •art #61 Part #60 (x2) Part #60 Part #60 Part 467 (Astragal) Part #60 Part # 18((Corner Receiver) Part #120 (In.) (Corn. k Fxd Mount) 1070TECWOL. VENICE, F 34275 LI ANDANCH6 GE• • • • • : • • P40480.1600 —Ti "Is wwa.: CERT. OFAUM.. d2928B S /E 7C A U G - CM P 0495H7 C REVISED TABLE f. covfwa .anr a ety.tm.r • s>v r..c • nm*r • ta1cv14 _ _ o Sco-n@ NTS j 6 - 22 PGT0130 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • i * No.5870530 ' jk� ONAL ISX \\ A. LYNN MILLER P.E- P.E.# 58705 TABLE 2: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) Maximum DP for all sizes: +601.60 For corner astragal anchorage an 9o' or 135' comer units, see sheet 11 (May bA limited by Table 2A) Door UNt Height Table applies to Glass Types 4, 4A,16.9.7 6, 6A, 7, 7A, 8 & BA and the/8" 80" DLO 84' 73-7/B" DLO 90" 79-7I8" DLO 96" 85-7f8" DLO lot" 81.7/8" DLO to&, 97-718" DLO 114' 103.718- DLO 120" 109.718" DL 5(lle/Astragal Types shown below,or Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D e LSill 1 +1 C4+1 +1 C4+1 C4+1 C4+1 C4+1 G1+1 CA+1G4+1 C4+1 C4+1 C4+1 C4r1 C4+1 C4+1 cA+1 C4+1 C4+1 +1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G+24" 8 8 8 8 8 8 8 8 a 8 8 8 8 t0 10 10 10t0 10 10 f0 10 10 10 10 10 10 10 10 DLL Jamb8 7+8 7+8 7+8 7+13 7+8 7+8 7+8 7-8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 B+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 PZok 6+7 6+7 C4+1 NO C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4r1 C4+1 C4r1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1C4+1 C4+1 C4+1 C4+1 Head/Sill 1 C4+1 C4+1 C4+1 C4+1 C4+1 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 3T Jamb 8 B 8 8 8 8 B 8 e 8 8 8 9+10 9+10 9+10 9+10 9+10 9+10 Br10 D23* LO P-hook 6+7 6+7 7+8 7+8 7+8 7+8 7+6 C4+1 7+8 C4+1 7+8 C4+1 7+8 C4+1 7+8 C4+1 7+B C4+1 7+8 C4+1 7+8 G4+1 8+9 C4+1 8+9 C4+1 8+9 C4+1 8+9 C4+1 8+9 C4+1 8+9 Gi+1 a+9 C4+1 8+9 C4at 9+10 C4+1 Gi+1 G4+1 C4+1 C4+1 C4*1 C4+1 C4+1 HeadfSill 1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 8 8 8 to 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Jamb 8 8 B 8 8 8 8 B 8 8 8 9+10 9+10 9+10 9+10 9+10. 9+10 9+10 H DLO P-hook 6+7 6+7 6+7 647 7+8 7-8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+e 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4 I C4+1 CA+1 04+1 C4+1 C4+1 C4+1 C4+1 CS+1 CS+t CA+1 C4+1 Hend/Skl 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 12 10 10 10 a 42' !KO Jamb g 8 8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+B 8r9 8+9 8+9 9+10 8+10 9+10 9+10 9+10 9+10 9+10 g+10 P-hook 6+7 8+7 6+7 8+7 7+8 7+8 C4+2 G4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C5+2 C5+2 C4+2 C4+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 CS+2 CS+2 4f" Head/S81 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 8 8 8 10 10 10 10 10 10 10 10 12 10 10 10 12 10 10 10 48" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 10 8+8 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 8+10 z DLO P-hook 6+7 8+7 6+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 8+9 8+9 8+9 8+9 Head/SIII Gt+2 C4+2 C4r2 C4+Z C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 64' Jamb B 8 8 g 8 8 8 8 to 8 8 8 10 8 8 8 Not available in these sizes P-hook 7+8 7+8 7r8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sitl C4+2 A+2 C4+2 C4+2 G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 Gi+2 C4+2 C4+2 60" - Jamb 8 B 8 8 8 6 8 8 10 8 8 8 10 a a 8 DLO P4rook 6*7 6+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+g 7+g 7+8 7+8 7+8 7+B 7+8 NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-114" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRIES. UNCHANGED). SEE TABLE 2A. 3) 4', 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Sill Height to Max. (+) DP (Water infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psf Shoot17) Flush -1-112" see rl3te3 Low - 2-112" + 46.67 Medium - 3-1/4" + 60.0 High-4" +60.0 NOM. PANEL WIDTH -7" DLO HEIGHT = DOOR UNIT HEIGHT-10.125" OH LENGTH PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" W = 2 OH RATIO 2 1 p O PRODUCT REVISED as complying with the Florida O Building code NOA-No. 17-0420.12 Expiration Datp02/17/2020 SEE NOTES 1-3 OH RATIO = OH LENGTH OH HEIGHT All—o C-+O Cn. AQQPKAR1 V nFTAII C THE FULLUMM6 W ILL e. HJ I MMk1 r--- — -- — I ------- Straight Astragal -•-__._........- Lockstile@ - 90-Astragal --__._ Lockstile@ 135'Astragal Lockstile@ Interlock P-hook Lockstile@lamb Assembly Straight Astragal Assembly 90' Astragal big Assembly 135' Astragal Heavy-dut S[iles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside C Come Corner'T if !rn • • Cornlr• Corr• • Insideide Cor • • tr • • • Part #61(x2) Part #61 Part 961 Part (Stile) Part #67 (Astragal) Part #61 Part #61(Stile) Part #1]8 (Comer PAR#119 (Gdt.f Part #120 (In.) WV 8 jS llej• Parts #31 & M • • • Part M61 Receiver) u (Corn. & Fxd Mount) 107NT EME, L Y DR 34275VE �(� ANCfI • • • • • N. VENA:E, FL N275 REVISED TABLE 2, REMOVED EXAMPLE. CERT. OFAUM 9=08 SERIES 779AP-UM. $GD - [!!M UPAOT • am SGD-770 • NT 7 t22 •PGT0190 Au ararrmAessBvty ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �. ANY LYA/N ., _ * : No. 58705 STATE i ',y OR101" • •' • �� ",,'ON'A1 Ll ENG� A. LYNN MILLER, P.E. RE 58705 TABLE 3: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) Maximum DP shown below For comar astragal anchorage on 90" or 135" comer units, see sheet 11 (May be limited by Table 3A) Door Urdt Hei h1 Glass 4, 4A, 80" 84" 90" 96.. 102" Table applies to Types 6, 6A, 7, 7A, 8 & BA and the 69-7/8" DLO 73- ! " L 79-7/8" DLO RE"' DLO 91-7/e" DLO 97-7/8" DLO Anchor Group Anchor Group Anchor Group Anc hor Gtoup Anchor Group Anchor Group Stlle/Astragai types shown below, D A B C D A B G D A B C D A B C D - Desl n Pressure +/-80,0 / +/-82.5 psf +/-75. I psi 17" Head/Sill C4+1 C4+i C4+1 C4+1 'C4+1 C4+1 C4+1 C4+1 C4+1 C4+t C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 24" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8- 8 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 Deslgn Pressure +/--90.0 psf +1-82.6 psi . +l-75.0 psf 23" Head/S81 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+i C4+t C4+i C4+1 G4+1 C4+1 C4+1 C4+7 C4+1 04+1 C4+1 C4+1 31„ DLO Jamb 8 8 8 8 8 8 8 B 70 8 8 8 10 8 8 8 10 10 10 10 10 10 10 10 P•teok 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+9 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 Design Pressure +/-90,0 psf +1.82.5 psf +/-75.0 psf gt 29" Head1S81 C4+1 04+1 C4+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 C4+1 04+1 C5+1 C5+1 C4+1 C4+1 a DLO Jamb 10 8 8 8 10 8 8 8 10 1 8 8 8 12 10 8 8 12 10 10 10 10 10 10 10 `� P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 (+ti 7+8 -1!.8+9 8+9 8+9 8+9. 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 E Design Pressure +/-90,0 psf +/-82.5 psf +/-76.0 psf 35" Head!Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C6+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 C5+2 C5+2 C5+2 C5+2 4Z" 10 8 8 8 10 8 8 8 12 10 8 8 12 10 8 8 12 10 10 10 12 10 10 10 DLO Jamb P-hook 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 849 8+9 8+9 8+9 8+9 8+9 Design Pressure +/-90.0 Psi see Note +/-82.5 psf +1-75.0 psi Head/S01 C5+2 C5+2 C4+2 C4+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 Cb+2 C5+2 raw C6+2 C6+2 CC6+2 C6+2 C5+2 C5+2 a"4V DLO Jemb 10 8 8 8 12 10 8 8 12 10 8 8 14 12 8 14 12 10 10 14 10 10 10 P-Mok 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 6+9 8+9 9+10 9+10 +10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 EXAMPLE ON SHEET 9 NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. DLO WIDTH = 2) WHEN USING THE 2-1/2"SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES NOM. PANEL WIDTH - 7" UNCHANGED). SEE TABLE 3A. 3) 4", 3-1l4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN DLO HEIGHT = DOOR UNIT HEIGHT-10.125" TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT = BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT -1.866" 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 6) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. cl. ACCP-1 V nPTArr R THE FOLLOW] NG 511Lt interlock to Ati)MUAL P-hook i Yr=,' an L�oc vxvrv11-1....- LocksUle@Jamb Straight Astragal Assembly _-_ ::A Lockstile@ Straight Astragal - 90'Astragal Assembly ---------- -- Lockstile@ 90"Astragal - - 135"Astragal I Assembly Lockstile@ 135'Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Astragal Outside Cotner Outside Inside Corner Corner Insides • Corns • � • • Ou7•iie • v Insidelde Cor • • • me • • • • Part #61 (Stile) Part #61 (Stile) palltkl9 (GUM)• P� #6 t e) • Parts #32 • • • art #61 Part #61 (x2) Part #61 Part #61 part #68 (Astragal) Part #61 Part #118 (Corner Receiver) part #120 (In.) #31 (Corn. & Fxd Mount) 107At VEIRNlc"EE,, ° sy+2D�a `� DPANDANCHARAGE• • • • • • • • ie/1J480-1e00 0-0 CERT:OFAU7H f2819a S IE 7CA U LOU-P • REVISED TABLE 3, ADDED EXAMPLE. a.n: �r TMr ° sp o m • NTS 8 1 22 wPGT0130 ' ALtr4IX/8p[6Htna • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Teci r= aA. Sill Heightto Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17) Flush-1-112' see note 3 Low - 2-1/2" + 46.67 Medium - 3-114" + 60.0 High - 4" SL-t NU I t5 1-j OH LENGTH 2 W 0O OH RATIO Z 1 2 O 01 OH RATIO = OH LENGTH OH HEIGHT PRODUCT REVISED as complying with the Florida Building Code NOA-Ne, 17-0420.12 Expiration Date 02/17/2020 Br �� — g1AY LY4 ''/, No, 58705 ' Sz ()NAL ING��`\ A. LYNN MILLER P.E. KEN 58705 NO FRAME "0+10" P-HOOK ANCHORAGE CONSISTS OF: SEE *CS"CLUSTER SEE JAMB (9) P-HOOK ANCHORS, SEE "C5" CLUSTER MAX. UNIT WIDTH DETAILS, SHEET 10 SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS, SHEET 10 FOR SEE "C5" CLUSTER DETAILS, FOR ASTRAGAL NOTE, EXTERIOR PLANE) SEE TABLE 2, SHEET 7 INTERLOCK REQUIRES"CT SHEET 10 FOR INTERLOCK 24" MAX. O.C. THIS POCKETS AND '8" NOM. CLUSTER, SEE SEE POCKET ANEL WIDTH DETAILS, SHEET ti SHEET (10}P-HOOK r-_____ x x �( / x x x x xx xx 6"MAX JAMB MOUNTING ' o-1x� x x f x x x x x x x INSTALLATION, ADAPTER 6, MAX. I! x x x x xx xx x x x x -`-( THIS SHEET ANCHORS MIDWAY i io i L 3"MAX. i 4 PAIRS OF & SHEET 14 BETWEEN P-HOOK \ ANCHORS & AT 3" I ° i x =FRAME 96" x x TOTAOL 8S l FROM TOP & i % 14" MAX. O.C. ° i IO ANCHORS 1.4 BOTTOM o I I o UNIT 21"MAX- ANCHORS) ° I HEIGHT O.C. PER JAMB 4.051" MAX. TO OPENING yI i O ®= P-HOOK EDGE OF POCKET SEE 1 % < I • I 1 a" Mnx, D.C. 0 ANCHORS x (DETA L MB INSTALLATION o W i Z DETAILS'Jc'&'Kc, m� i®ice(!--7r o=P-HOOK BELOW) END PANEL SHEET 14 &PART MOUNTING ANCHORAGE DETAILS'J'&W, i y 1 j®j a MAX. ADAPTER x 24" MAX. (2 ANCHORS) SHEET 19 FOR MAX. ANCHORS O.C. P-HOOK �---------- END 6" MAX. "+2" ANCHORS x, x x x K - X x " x PANEL ANCHORAGE END PANEL x x x x x x x x e" MAX. ANCHORAGE (SEE ANCHORAGE xx x x x x "•+2• SKETCH BELOW) (SF,.F SKETCH BELOW) �,+2'"•2","+2" ANCHORAGE ANCHORAGE CENTERLINE 8' MAX., TYP. ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24" MAX. EXAMPLE 5—PANEL. 2 TRACK 90" OUTSIDE CORNER - pXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN: O.C. 48" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) 6" SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON- STRUCTURAL ANCHORS MAY BE ADDED � 4 NOM. PANEL WIDTH 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3 SHEETS 6-8: CENTERLINE OF INTERLOCK HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE SEE "C5" CLUSTE R TABLES, SHEETS 6-8 AT EACH INTERLOCK AND DETAILS, SHEET STRAIGHT AND CORNER ASTRAGAL LOCATION, FOR INTERLOCK PLUS SPECIFIED QUANTITY OF ADDITIONAL "+2" ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM. AS NEEDED TO ALIGN THE EXTERIOR HEAD OR SILL IF A SPLICE 21" OCCURS AT THE P-HOOK. MAX PRODUCT REVISED O.C. as complying with the Florida Bullding Code NOA-No. 17-0420.12 5'64" Expiration Date 2/17/2020 6^ MAX. BY JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR iaml- a ro uc on ro CENTERLINE OF PANEL 2 O.C. (P-HOOK) U fILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE P-HOOK ANCHOR DETAILS ON SHEET 14. FRAMEJAA MB FRAMEJAMB ANCHOR PAIR +2" ANCHORAGE REQUIRES SEE "C5" CLUSTER END PANEL "C6" CLUSTER, SEE CENTERLINE CENTERLINE f�-OF DETAILS, SHEET 10 OF ANCHORAGE DETAILS, SHEET 11 I FOR ASTRAGAL (2 ANCHORS) INTERLOCK ASTRAGAL 4.051" --\ 1 3.5" MAX. F_ CENTERLINE +2" ANCHORAGES CENTERLINE "+2" OF PANEL 3 OF PANEL 4 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS 1070 TECHNOLOGYDRNE N VENICE, FL 34275 M41)480•1800 CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES. CERT.M OFAUT7H. i2028B 1 • • • • - ��•'• iCEN �� 'i .'� _= No, 58705 * _ • • • CENTERLINE :HORAGE OF PANEL 5 %O •. 57 TE ywe••• ID • ••• • VCHVRAGE6•PACXJ_ ( EXA �PLBPL�4NS OF %�� .,F(ORIOP..•' "/ONALcRl '' A.WRAwLLLMNGPE`. •77a AZUII7. SG - A T• —, • x• 'WG• SOO.770rTSi 9 a 22 P13 P.E.058705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASTRAGAL OR SPLICE LOCATION INTERLOCK --[—IF NEEDED CENTERLINE 1 3.5" 1.75"' 4'DIA . 2.04" EXTEEnRIOR 3.5" 7" V 2-TRACK FRAME HEAD/SILL (a) ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4') ASTRAGAL OR SPLICE LOCATION INTERLOCK --[`IF NEEDED CENTERLINE 1.75" 3.5" 4" DIA F I 2.04" 2.04 I P4"DIAG. 7 3.5"EXTEERIOREXTERIOR 7„ v 2-TRACK FRAME HEAD/SILL 15 2-TRACK FRAME HEAD/SILL Q ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6°) ASTRAGAL OR I (FOR SPLICE INTERLOCK i CONDITION, USE CENTERLINE "C6" CLUSTER DETAIL) 7' 7" ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGALOR (SPLICE LOCATION INTERLOCK -—IF NEEDED INTERLOCK CONDITION, USE INTERLOCK-`-j _ IF NEEDED CENTERLINE I CENTERLINE I "CW CLUSTER DETAIL) Q%2.04" 3.5" — 3.5" o 2.04" 14.08. 4.08" EXTERIOR 4" DIAG• EXTERIOR7" n� j 7" 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HTERL LL 0 ASTRAGAL OR INTERLOCK (a@ ASTRAGAL OR INTERLOCK . (cb ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C4) ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR «SPLICE LOCATION INTERLOCK+-i IF NEEDED CENTERLINE ! 4-TRACK FRAME HEAD/SILL (a ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "04') 74 M7 C j NO CNANGES THIS SHEET. ASTRAGAL OR II (FOR SPLICE INTERLOCK I CONDITION, USE CENTERLINE "C6' CLUSTER DETAIL) 3.5" r- EXTERIOR 15 4-TRACK FRAME HEAD/SILL (� ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") N. VENICE, FL 34275 (841) 4841800 CERT. OFAUTH.#200 �ammrlraan7 anismxs Ixc. ASTRAGAL OR (FOR SPLICE INTERLOCK I CONDITION, DO NOT ncnrrcol I& USE THIS DETAIL) 6' DIAG. " 2.04" 2.04 EXTERIOR 6"DIAG. 21" MAX. O.C. EXTERIOF 21" 5.64" MAX- D.C. "MAX. 5.64" F-2-TRACK FRAME JAMB 6" MAX. ANCHOR PAIR ( 4-TRACK 6" DIAG. FRAME JAMB EXTERIOR ANCHOR PAIR 2.04" ANCHORS MAY BE INSTALLED 21" EITHER IN THE EXT. OR INT. MAX, TRACK (INT. SHOWN) O.C. NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 6" MAX. 2. FOR HEAD OR SILL SPLICE tT -- LOCATIONS/ANCHORAGE AT 3-TRACK FRAME JAMB P-HOOK SEE SHEET 9. ANCHOR PAIR FOR SPLICED CONDITIONS_ ONLY: SPLICE LOCATION VF NEEDED �1 3.5" 1 --- 2.04" 4" DIAG. 2.04" 4"DIAG. f" 2.04" • • 3.5" EXTERIOR 7" • • •!� •0•�.5• • V • • 4-TRA CKiR,:AEttEYD/AL1: • • • • @ 9kS1RAGAL4VR INTERLOCK • • (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") WITH & WITHOUT SPLICE CONDITION T-OO NC • •RAGM EXAMP&E CLU'u;�CA?IRI $ERItj 770 3L OL SGD-770 NTS 10 r 22 PGA30 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as compsying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 ey _-. , LYIVV No.56705� SOT . STATE4 //'ONAL A. LYNN MILLER, P.E. RE.# 58705 2.04" 2.04" INTERIOR INTERIOR ?4'DIAG. 6.12" 6.12 ""� INTERIOR 90 3. INTERIOR EXTERIOR I I ---A 3.O 4„ 2.04' J EXTERIHOR 90" CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4°) 4.08" INTERIOR 4" INTERIOR 4.08" INTERIOR 2.04" INTERIOR 7" 4° DIAG. 8j3.5" /� �r\r 3.5" 7/ \ INTERIOR _- INTERIOR , 3.5" 4" 2.04" TL�7„ EXTERIOR 90' CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") EXTERIOR INTERIOR 4.08" 3.5' \ \ 4» EXTER OR 7" ' 90" CORNER 3-TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) INTERIOR .G.12" ERIOR 4"DIAG. 4" DIAG. 4" 2.04" EXTERIOR 4" 2.04" 7. EXTERIOR 8.94" 135° CORNER 135° CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "� ANCHORS ARE REQUIRED, "C61) INTERIOR "+1" ANCHOR i 3 CENTERLINE OF PANEL "+2" ANCHOR 2.04° 4" DIAG. 3.6' CENTERLINE OF PANEL 4,08 "+1" ANCHOR "+3" ANCHOR 7.41" EXTERIOR 7" 4" 135° CORNER 3-TRACK FRAME HEAD/SILL (^C6' ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) INTERIOR 2.04" 4^ EXTERIOR 5.88" \ INTERIOR iR 90° 3.5» 135° 4" T 2.04" -j I I ---A 35' 4" 4" DIAG. �� 3.5" t 4" v- EXTERIOR 7" EXTERIOR 90" CORNER 135° CORNER 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL ("C8" ANCHOR CLUSTER REQUIRED ('C8" ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, i070 rECHNOLDGYDRNE 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE K. VENICQ A9N275 IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. MI)480-1600 R. ey o.rK Reww.x: CERT. OFAUTH. AMPS .m n.vll c I NO CHANGES THIS SHEET. 2.04" 4" DIAG. EXTERIOR 7" CENTERLINE CENTERLINE OF PANEL 4' OF PANEL 2-TRACK FRAME HEAD/SILL IN JE ON ^+2" ANCHOR INTERMEDIATE ANCHOR LAYOUT EXTERIOR L VIEWS V 4"DIAG.4 PRODUCT REVISED as complying with the Florida Building Code 2,04" NOA-No. 17-0420.12 12" 3.5" CENTERLINE Expiration Date 02/17/2020 OF PANEL By Miami -Dad rod=t Control "+3" ANCHOR 2.04" 4.08" D1 EXTERIOR 1111i 11! • CENTAIiLf • �` h0 ,....... N,y� 2.04" • • I "• OFNANEL • • • � N .•'yIGENs•' �( 4• . 705 TRI�CS No. 58 �F�( R •• MMMAANC LAW) = * _ (3-TRACK SIMILAR) --D c C// �f%rT," '• <U�; ANCIIIDRAGr,•EXAWt C b TERe 0 ' CCS"-": ORIDP•.•'' T—i SERIES 770lALUM. 963 - bM;WRAQT • • '7l"I' M't ON -- A. LYNN MILLER, P.E.. LYNN MILLER, i'.E T SGD-770 IV 1.5' 11 ).22 • PGTOA0 c P.E.#56705 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • INSTALLATION DETAILS EDGE DISTANCE: Gj"SEE SHE ET 1 6"' EXTERIOR1/4" MAX. SHIM EMBEDMENT: T I �C'I� lI i SEE TABLE A, -J 0J u SHEET 1 2X WOOD WOOD ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 ®2-TRACK FRAME HEAD w WOOD INSTALLATION WOOD ANCHOR TYR, 2X WOOD SEE ANCHOR NOTES TYP., SEE ANCHOR & TABLE A. SHEET 1 NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4° MAX.) l EXTERIOR I 2-1/16" « EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 E 2-TRACK FRAME SILL I7v' WOOD INSTALLATION EMBEDMENT: SEE TABLE A. SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 1/4" MAX. EXTEMOR C� SHIM EXTERIOR 2X WOOD WOOD ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 3-TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHORTYP., 2X WOOD SEE ANCHOR NOTES TYP., SEE ANCH SEE & TABLE A, SHEET 1 NOTE 3, SHEE ANCHOR NOTE 5, SHEET 1� 1 (1/4" MAX.)TERI1 EXOR 2-1116"' EDGE DISTANCE: SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 3-TRACK FRAME SILL Ew WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 �) EMBEDMENT: SEE EDGE DISTANCE: 2X WOOD 2X WOOD TABLE A, SHEET 1 f� EDGE DISTANCE: �IIUI�', SEE TABLE A, SEE TABLE A, V SHEET 1 TYP., SEE ANCHOR SHEET 1 TYP., SEE ANCHOR NOTE 3, SHEET 1 NOTE 3, SHEET 1 WOOD ANCHOR TYP., WOOD ANCHOR TYP., In SEE ANCHOR NOTES SEE ANCHOR NOTES & TABLE A. SHEET 1 O & TABLE A, SHEET 1 EXTnERIOR I EXTERIOR V 1/4" MAX. SHIM 1/4" MAX. SHIM 2-TRACK FRAME JAMB k.QwV WOOD INSTALLATION ®3-TRACK FRAME JAMB Hw WOOD INSTALLATION 1070 TECHNOLOGYMW N. /911/4eo-le00FP JR 104N5^17 C . NO CHANGES THIS SHEET- CERT. OFAfliK A7B206 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1 /16" ' METAL TYP., SMS ANCHOR TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 4, SHEET 1 & TABLE A, SHEET 1 ta 4-TRACK FRAME HEAD cw METAL INSTALLATION MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE NOTES: 1/4" 1. ALL DIMENSIONS MAX, SHOWN ARE BASED SHIM ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE HEETS 10 & 11 T SMS ANCHOR TYP., METAL TYP., DETAILS, S OR SEE ANCHOR NOTES SEE ANCHOR 1 SEE & TABLE A, SHEET 1 NOTE 4, SHEET 1 ANCHOR MIN. OF 3 THREADS BEYOND NOTE 5, THE METAL SUBSTRATE SHEET 1� (1/4- MAX.) T z., , , ..•,-: :.. . EXTERIOR I EMBEDMENT: SEE TABLE A, SHEET 1 �2-1/16"' EDGE DISTANCE: SEE TABLE A, SHEET 1 4-TRACK FRAME SILL Fw METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 T EDGE DISTANCE: SEE TABLE A, METAL TYP., SHEET 1 SEE ANCHOR NOTE 4, SHEET 1 SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 MIN. OF 3 THREADS • • • • • • • C L'�TERIOR EYQAdTHE r - • •9 ,UBSSUBS �j • • • • •iRATE •1 j4� M!►Y• �-III� • � • • • 4-TRACK FRAME JAMB W METAL INSTALLATION SERIE6 770s LUM. 16i; - ZM:M?ACf sw- b I TOTS 1 12 •22 1 • PGT0930 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02117/2020 P?'' UCENSF'• ,C�C� NO.5A705 =_ s'FZORIDP, ••G��: TONAL Illrlt III` A. LYNN nil�il:K P,E. P.E.# 58705 2-TRACK FRAME JAMB k.QwV WOOD INSTALLATION ®3-TRACK FRAME JAMB Hw WOOD INSTALLATION 1070 TECHNOLOGYMW N. /911/4eo-le00FP JR 104N5^17 C . NO CHANGES THIS SHEET- CERT. OFAfliK A7B206 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1 /16" ' METAL TYP., SMS ANCHOR TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 4, SHEET 1 & TABLE A, SHEET 1 ta 4-TRACK FRAME HEAD cw METAL INSTALLATION MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE NOTES: 1/4" 1. ALL DIMENSIONS MAX, SHOWN ARE BASED SHIM ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE HEETS 10 & 11 T SMS ANCHOR TYP., METAL TYP., DETAILS, S OR SEE ANCHOR NOTES SEE ANCHOR 1 SEE & TABLE A, SHEET 1 NOTE 4, SHEET 1 ANCHOR MIN. OF 3 THREADS BEYOND NOTE 5, THE METAL SUBSTRATE SHEET 1� (1/4- MAX.) T z., , , ..•,-: :.. . EXTERIOR I EMBEDMENT: SEE TABLE A, SHEET 1 �2-1/16"' EDGE DISTANCE: SEE TABLE A, SHEET 1 4-TRACK FRAME SILL Fw METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 T EDGE DISTANCE: SEE TABLE A, METAL TYP., SHEET 1 SEE ANCHOR NOTE 4, SHEET 1 SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 MIN. OF 3 THREADS • • • • • • • C L'�TERIOR EYQAdTHE r - • •9 ,UBSSUBS �j • • • • •iRATE •1 j4� M!►Y• �-III� • � • • • 4-TRACK FRAME JAMB W METAL INSTALLATION SERIE6 770s LUM. 16i; - ZM:M?ACf sw- b I TOTS 1 12 •22 1 • PGT0930 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02117/2020 P?'' UCENSF'• ,C�C� NO.5A705 =_ s'FZORIDP, ••G��: TONAL Illrlt III` A. LYNN nil�il:K P,E. P.E.# 58705 4-TRACK FRAME SILL Fw METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 T EDGE DISTANCE: SEE TABLE A, METAL TYP., SHEET 1 SEE ANCHOR NOTE 4, SHEET 1 SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 MIN. OF 3 THREADS • • • • • • • C L'�TERIOR EYQAdTHE r - • •9 ,UBSSUBS �j • • • • •iRATE •1 j4� M!►Y• �-III� • � • • • 4-TRACK FRAME JAMB W METAL INSTALLATION SERIE6 770s LUM. 16i; - ZM:M?ACf sw- b I TOTS 1 12 •22 1 • PGT0930 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02117/2020 P?'' UCENSF'• ,C�C� NO.5A705 =_ s'FZORIDP, ••G��: TONAL Illrlt III` A. LYNN nil�il:K P,E. P.E.# 58705 SERIE6 770s LUM. 16i; - ZM:M?ACf sw- b I TOTS 1 12 •22 1 • PGT0930 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 02117/2020 P?'' UCENSF'• ,C�C� NO.5A705 =_ s'FZORIDP, ••G��: TONAL Illrlt III` A. LYNN nil�il:K P,E. P.E.# 58705 INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET I EDGE DISTANCE: EDGE DISTANCE: CONCRETE EDGE DISTANCE: SEE SEE TABLE A, SHEET 1 CONCRETE SEE TABLE A, SHEET 1 TABLE A, SHEET 1 CONCRETE PERTABLE PER TABLE 2-11i 6` 2-1/16"' PER 2-1/16"` A, SHEET 1 A, SHEET 1 A, SHEET I EXTERIOR114. j'.�'• :: .�.. :-.:... ,. ... .. .. :-.... . .. i4L.J, 1 MBEDMENT: 1/4' EXTERIOR MAX. EXTERIOR 3EE TABLE A, u MAX. a SHIM r SHEETI SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 2-TRACK FRAME HEAD da 3-TRACK FRAME HEAD Ac CONCRETE INSTALLATION RC CONCRETE INSTALLATION NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 1/4" • DIAGONAL O.C. IS MIN 4' (HEAD & SILL) SHIM OR 6" (JAMB) SEE DETAILS, SHEETS 10 & 11. PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE L SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 4-TRACK FRAME HEAD cc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 5, SHEET NOTE 5, NOTE 5, 1 (1/4" MAX.) SHEET 1� SHEET 1� 1/4" MAX. ::,,.. (1/4" MAX.) - - j ( ) - � . EXTERIOR I EXTERIOR ...�:.;,..<•. 2-1/1 ry __qt EDGE DISTANCE: CONCRETE EDGE DISTANCE: SEE TABLE A, SHEET 1 PERTABLE SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 - 2-TRACK FRAME SILL 3-TRACK FRAME SILL W CONCRETE INSTALLATION Ec CONCRETE INSTALLATION EMBEDMENT: SEE —...�I TABLE A, SHEET 1 EDGE DISTANCE: PROPERLY SECURED SEE TABLE A, IX WOOD BUCK TYP., SHEETI SEE ANCHOR NOTE 3, SHEET 1 2-1/16"' CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEETI CONCRETE EXTERIOR i OR CMU PERTABLE V1/4' MAX. SHIM A, SHEET 1 2-TRACK FRAME JAMB Gc CONCRETE/CMU INSTALLATION NO CHANGES THIS EMBEDMENT: SEE TABLE A, SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 PROPERLYSECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3', SHEET 1 EXTERIOR V 1/4" MAX. SHIM EXTERIOR I a2.1 /16" .,. CONCRETE EDGE DISTANCE: PER TABLE SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 gh 4-TRACK FRAME SILL Fc CONCRETE INSTALLATION EMBEDMENT: SEE �+- TABLE A, SHEET 1 jm fl--r EDGE DISTANCE: SEE TABLE A, SHEETI CONCRETE OR CMU PERTABLE A, SHEET 1 6EI3-TRACK FRAME JAMB He CONCRETEICMU INSTALLATION 1070 TECHNOLOGYGRNE N VEMCE. FL275 J� (9H)480•fB0000 CERT. GFaU7H. AIB296 EDGE DISTANCE: SEE TABLE A, PROPERLY SECURED SHEETI 1X WOOD BUCKTYP., SEE ANCHOR NOTE 3, SHEETI r7 40.: CONC./CMU ANCHOR 2-1/16" TYR, SEE ANCHOR NOTES & TABLE A, SHEETI CONCRETE `�� OR CMU • • FX� � .:�, • *PER TABLE • fvl • • • f{, MEET 1 010 MAIKOIIM h-'- • • • • • 4-TRACK FRAME JAMB Ic CONCRETE/CMU INSTALLATION R,W8RA& bETA4LV • • • • • • • • • • • • Is• rrolct ��n •1I I IAM !(SA _ •AAIAA0A(AT • • 8G0.770 I NTS 113 + 22 1 • PGT01!10 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • CONCRETE PER TABLE A, SHEET 1 PRODUCT REVISED as complying with the Florida Ballding Code NOA-No. 17-0420.12 Expiration Date 02/17/2020 No.58705� , :Q I �� •. kf F� : • (V�: Cis ''• R,tORIDP.•''• I/lflll lltl A LYNN MILLER, P.E. P.EA 58705 INSTALLATION DETAILS NOTES: 1. ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693" MIN, ON MIN. ALLOWED. INSIDE POCKETS EDGE EMBEDMENT: SEE TO PREVENT DISTANCE 2. FIGURES ON THIS WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR WOOD ANCHOR TYP., INFILTRATION CONC./CMU ILLUSTRATIVE SEE ANCHOR NOTES ANCHOR TYP., SEE PURPOSES ONLY. SEE EMBEDMENT: & TABLE A, SHEET 1 2S ANCHOR NOTES & TABLE A, SHEET 1 FOR SEE TABLE A, (ALSO SEE TYP. TABLE A, SHEET 1 ALL APPROVED SUBSTRATES. SHEET 1 28 ILLUSTRATION, SHEET 9) 1-1/4" MIN. EDGE DISTANCE _ DISTANCE: SEE ExrERIOR 3. SEE TABES 1-3, TABLE A, SHEET 1 EMBEDMENT: SHEETS 6-8 FOR __ SEE TABLE A, _ P-HOOK MOUNTING REQUIRED P-HOOK 26 SHEET I ?,, :'- ,` _' ::'' ADAPTER COC./CMU AND P-HOOK EXTERIOR MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP.,ID P P-HOOK ANCHOR TYP., SEE ANCHOR QUANTITIES. SEE ANCHOR NOTES CONCRETE OR ANCHOR NOTES & TABLE ALSO SEE EXAMPLE & TABLE A, SHEET 1 EMBEDMENT: SEE A, SHEET 1 ON SHEET 9. (ALSO SEE TYP. CMU PER TABLE . TABLE A, SHEET 1 (ALSO SEE TYP. 2.693" MIN. A, SHEET 1 ILLUSTRATION, SHEET 9) EDGE DISTANCE ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH ANY SILL RISER J\�L-J PARTS #18, #20, #22 OR #24, Jc PARTS #18 #20, #22 OR #24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-NOOK MOUNTING CONCRETE OR EMBEDMENT: SEE _ ADAPTER CONC./CMU EMBEDMENT: SEE ADAPTER SMS TABLE A, SHEET 1 ANCHOR TYP., SEE NOTE 4, SHEETTABLE A, SHEET 1 CMU PER TABLE MIN. OF 3 THREADSS ANCHOR TYP., SEE A, SHEET 1 ANCHOR NOTES &TABLE BEYOND THE METAL ANCHOR NOTES ; , , :'r:4 A, SHEET' SUBSTRATE & TABLE A, SHEET 1 (ALSO SEE TYP. 28 EMBEDMENT: i';i'„�:',,:: PRODUCT REVISED (ALSO SEE TYP. ILLUSTRATION, SHEET 9) — complying with the Florida SEE TABLE A Bmidm coae ILLUSTRATION, 2g s EMBEDMENT: 1 SHEET 9) SHEET 1 f. Noa-rto. 17.0420.12 SEE TABLE A, EDGE DISTANCE: SEE Expiration Dat 02/171202-- SHEET 1 TABLE A, SHEET 1 1-1/4" MIN. EDGE DISTANCE By -077 P-HOOK SMS ANCHOR TYP., / SEE ANCHOR NOTES J EXTERIOR RR P-HOOK CONCJCMU ANCHOR TYP., SEE EXTERIOR 15 & TABLE A, SHEET 1 V ANCHOR NOTES & TABLE (ALSO SEE TYP. 2.693" MIN. A. SHEET 1 2.693" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) ga P-HOOK FOR USE WITH BOX SILL RISERS da P-HOOK FOR*J•E W1514BQK S4LL RISERS. • • • \L-j PARTS #19, #21, #23 OR #25, Kc PARTS #19, 21, #23 O #21 • • • • • • • METAL INSTALLATION EXTERIOR CONCRETEIWTALLAT R1bR•• • • • • • (SEE TABLES 1A, 2A & 3A MOUNT (SEE TABLE yy�� 1R, ZA & 3N • IZ : : . • FOR WATER RATINGS) ONLY •: FOR WATEFZ FTATINMS•ONLY • • 1070TECHN0L0GYGMVI N. VENfCE, FL 34275 (941)4E0-1600 CERT. OFAUfH. #29296 JR 1 041USI17 1 C I NO CHANGES THISSHEET 'I A471'GRAU DETAV; .' . •_• : • • • • • • . • • SE 7 LW-SSD • LN IMPACT • • ix emr� ` "-• ,wean SGD-770 NTS 14 a 22 PiM130 • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • Nr LTN '/. 0......... . Pa� • No. 58705 ;gyp'. I •,,tS ATE OIF ke�` RIDPI 'O/VALIOtl" A. LYNN MILLER, P.E. P.E.# 69705 CONFIG. EXAMPLES MAX. UNIT WIDTH HEADER DETAIL'N, MAX. SHEET 18; INSTALLATION DLO DETAILS'Aw &'Ac', WIDTH SHEETS 12 & 13 NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR I PANEL PANEL TYPE PANEL TYPE PANEL TABLES, SHEETS 6-8 FOR MAX TYPE QS' AS' TYPE PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION NOM. DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. MAX. PANELL—NOTE ! PANEL / / 2) (1) LOCK (ITEMS 75 & 107-110) AT HEIGHT WIDTH TYP. PER / EACH LOCKSTILE, LOCKING INTOE 2 TABLES 1-3 KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL.� X 3) PLEASE SEE APPLICABLE X X X ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES NOM. PANEL WIDTH TYP. PER TABLES 1-3 I MAX. UNIT MAX. HEIGHT DLO PER HEIGHT TABLES 1 1-3 90° SILL DETAIL'D', SHEET 18; INSTALLATION DETAILS EXAMPLE_ 90' INSIDE CORNER, 4 PANELS - XX/XX 'Dv/ &'De, SHEETS 12 & 13 — —SILICONE #10 X 1-1/2" PH SMS SILICONE STRUCTURAL HERS POLYISOBUTYLENE WITH DESICCANT EXT. GLASS-V #8X1' PH SMS STRUCTURAL SILICONE NON. FOAM WITH DESICCANT EXT.GLASS� WIDTH EXTERIOR 90° CORNER DETAIL'N2', SHEET 19 & CORNER ANCHORAGE SHEET 11 INTERLOCK DETAIL 'M', SHEET 19 EXTERIOR INTERIOR JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS J 'Gw' &'Ge, SHEETS 12 & 13 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866' HOT-MELTBUTYL —3YI6"NOM. <4� \ --INT. CLASS V//,- —INT. GLASS ,z4 KODISPACE 4SG TPS +25 SUPER SPACER@ NXT'M \I AI II II II IIUy REINFORCEMENT pOLYISO- DESICCANT FILL AREA BUTYLENE a 5110"NOM. PANEL CORNER FRAME CORNER srls"NDM. SEAL DETAIL DETAIL BUTYLROLL-FORMED SILICONE SEAL DESICCANT FOAM STAINLESS STEEL EXT. GLASS Part # Description Material EXT. GLASS 124 Kommerling 4SG TPS Spacer System • • • • • 125 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for • • • • INT. GLASS• • • � � • • • • • ri'.ILASS• • 126 Quanex Duraseal Spacer Materials • • • • • • • • • • • • 127 cardinal & Edge spacer ,zs DURASEAL@ SPACER z7 XL EDGE'MSPACER IT I 04M-V17 I C I NO CHANGES THIS SHEET. I A VENICE, FL 34279 ANLYILJKA(:it Ut /AIiLJ / ftx,-Wt-L= CLC (941,1460-1600 • • • CERT. OFAU771. #29290 M. SER 770• UM. AMWABT atrwe� sn,.e xa T^ T"'�� soo-rro NTS 15 d 22 PGTO30 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comp)yingwith the Florida Building Code NOA-No. 17-0420.12 Expiration Date.02/17/2020 q YIV ... L..... , No.58705 •� AO� STA I p A. LYNN MILLER, P.E. P.E.R 58705 CONFI G. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18; Y—INSTALLATION DETAILS'Gw' &'Gc', SHEETS 12 & 13 IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A', SHEET HEADER DETAIL'A', SHEET 18; SHEET 18; INSTALLATION DETAILS'L1' & 18; INSTALLATION DETAILS INSTALLATION DETAILS 'Aw'&'Ac', DETAILS'Gw' &'Gc', L2, SHEET 19 'Aw' &'Ac', SHEETS 12 & 13 SHEETS 12 & 13 SHEETS 12 & 13 S/ 90" PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE R, L, ,D, A, M / NOM. PANEL / / HEN WIDTH TYP. PE MAX. PER SEE TAB DLO TABLES 1-3 NOTE 2, 1- HEIGHT SHEET 15 a a j O -k— MAX UNIT WIDTH - r GHT PANEL PANEL PANEL TYPE TYPE TYPE X. A 'CS' OS' IT SILL DETAIL R 'D', SHEET MAX. / / PANEL / LES 18; WIDTHTYP. 3 INSTALL DLO PER DETAILS HEIGHT TABLES 1-3 SHEETS 12 a a &13, X X X , !A L' — MAX. DLO VIDTF TYR PANEL TYPE SEE - NOTE 2; SHEET 15 a MAX. UNIT HEIGHT PER TABLES 1-3 PANEL CORNER SILL DETAIL'D', SHEET 18; � MAX. UNIT WIDTH—� CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 15 . 2-TRACK 'DW & Dc', SHEETS 12 & 13 EXAMPLE: 90° OUTSIDE CORNER - XX= (2-TRACK) JAMB DETAIL'11', SHEET 18; ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'Iw' & JAMB DETAIL'G3', SHEET �18; INSTALLATION DETAILS 'Gw &'Ge, SHEETS 12 & 13 INTERLOCK DETAIL 'M', SHEET 19 90' OUTSIDE CORNER DETAIL'Ni', SHEET 19 & CORNER ANCHORAGE `SHEET 11 ,/ INTERIOR -3 EXTERIOR NOM. PANEL WIDTH TYP. PER TABLES 1-3 UNIT WIDTH L2, SHEET 19. \ INTERLOCK DETAIL'M', SHEET 19 IC, SHEETS 12 & 13� 1 HEADER DETAIL'C', SHEET HEADER DETAIL (1 1 18; INSTALLATION DETAILS J ETAIL'H2', SHEET P-HOOK DETAIL'J' &'W. SHEET B', SHEET 18; Cw' &'Cc', SHEETS 12 & 13 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION Hw &'Hc', SHEETS 12 & 13 Jc','Kw' &'Ke, SHEET 14 DETAILS'BW &'Be, 7 DETAILS 'Iw' &'Ic', SHEETS 12 & 13 SHEETS 12 & 13 r- MAX. UNIT WIDTH ---- - t MAX. UNIT HEIGHT PER TABLES 1-3 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' V NOM. NEL TH P MAX. DLO LES 1-3 HEIGHT S j15 0 X X --- MAX. UNIT WIDTH --- PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE M' ,F, 'F' P' M XAMPLE: OXXXp SILL DETAIL'E', SHEET 18;�J EXAMPLE: XXXO • • SILL S umL- W, SHEET•18;f (3-TRACK, RIGHT POCKET)TRACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK, BY-PASS) INSTALLATION DETAILS 'Eve &'Ec', SHEETS 12 & 13 Fw' &'Fe, SHEETS 12 & 13 7070TEG ICE, Cir IJ/5 • • • • • • • N VENlCE, FL 3417b EJ(/Nt'1ALE VATIO� • • M41)480•t800 ims • • • • • • • CENT. OFAUTH. C9298 SE @ 77 LLIIM. -!LA* IMPACT • • NO CHANGES THIS SHEET. mvrwcurromlf cwtrnmr. • sb.e • avw". �r, rort ov_s w s•wG ® Sco-77o IVTS 16 a 22 PGTC�30 • • • • • • • • • • • • • • • • • • • • • • • • •• e• • • • •• •• ••• • • • ••• • • T GT R LS 3 • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 E Expiration Date 02/17/2020 ,.`'.tll 111 ll it i��, nNY.LY/yN �� '• UCEMg . ti//� No. 58705 -A VTTIE0� 1 ' �: ��'•, (V 4c)RIDP.. ' \,� S70NAL IENG ` A. LYNN MILLER, P.E. P.E.#58705 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL BOX OUT ASTRAGAL BOX IN INT CORNER 90 LOCKSTILE EXT CORNER 90 LOCKSTILE EXT CORNER 90 RECEIVER INT CORNER 90 RECEVER EXT CORNER RECEIVER EXT CORNER 35 RECEIVER INT CORNER 36 RECEIVER TYPES INTERLDCK OUT INTERLOCK IN STILE W/ tiANOLE BOX OUT BOX IN W/ HANDLE W/ HANDLE W/ HANDLE W/ HANDLE W/ HANDLE W/ HANDLE #118 #118 W/ HANDLE #31 W/ HANDLE #31 —� #12 #119 #118 #81 #6 #61 #81 SINGLE F PP /,�` L TR TQ TC TA TV TW INTERLOOUTCKM]1'" 1 a lenr0up SINGLE B E P A C C /C SQ SC SA SV SW INTERLOCK ffar- IN (Bo,� mWm FIXEE RR R S S FD FC FV FW �- 1BOx0ur moxM) LOCK3TILE D A /� J J W/HANDLE ��/� (amour) Isaxn.9 w ASTRAGAL BOX OUT LR PANEL NOTES: W/ HANDLE lV' 1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL ASTRAGAL soXIN / / V LEFT SIZES & DESIGN PRESSURE. QINTERIOR RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF w W/ HANDLE max" PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS EXTERIOR AND ARE NOT AVAILABLE. f- ASTRAGAL T (1 STILE STILE 3. 90° ASTRAGALS TO USE HEAVY-DUTY STILES (� LLLL .BOX OUT ASTRAGAL C) reaT reaxo�l 7. , r (AND EITHER CORNER RECEIVER INTERIOR PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR EXTERIOR (#119) OR INTERIOR (#120) CORNER w BOX IN �]5- (J APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. soxw max p 4. 135°ASTRAGALS TO USE HEAVY-DUTY STILES INT CORNER 90 LOCKSTILE RT Cl (#61) AND CORNER ADOON(#31). J w W/ HANDLE #120 --� r-"•— .232" SILL RISERS OPTIONS -.232" z Q go LOCKTIL 80 L HANDLE # W/ HANDLE #11g EXT CORNER ''1I1,,``VV{��{ 90 RECEIVER Q T ^ ! T VVV QS CS/\`'Y�'C'^ --�{ I••'-- 232" EXTERIOR PRODUCT REVISED —►I II--�� 232,. I I EXTERIOR (�-I .082' as eomplying wlth tho Florida E _R1 I� EXTERIOR ,062" �Y 4055• Building Code I J_ a .062" NOA-No. 17-0420.12 3.305" W/HANDLE #118 MT CORNER #81 IN RECEIVER AT C AS DF 2.555" 1.56T Expiration Date 02/17/2020 •062" sY W/ HANDLE [[[ :�� -.} mill. -Da Product Control EXT CORNER #118 gO RECEIVERA CF 18, SILL RISER FLAT' FLUSH 1-1/2" 20 SILL RISER, FLAT SILL RISER FIAT 24 SILL RISER, FLAT GLOW, 2-1/2" OMEDIUM, 3-1/4" OHIGH, 4" 8 #31 EX7 CORNER 35 RECEIVER 1 �T VS VF I�-750" EXTERIOR WI HANDLE #61 INT CORNER >t31 35 RECEIVER V ' WT W S i A /F V`/ ' EXTERIOR /1-� .062" EXTERIOR EXTERIOR fir' /�—►j .906" 4.055". .062" 3.305" W! HANDLE #61 _ 1.587" \I1111111!!)/I .062" 2.555' • • • • • • i • �7 • • • • •'' UCEN •' �•' SF •.��<% • •• • • • • ••• • 13 19° SILL RISER, BOXI' 21 SILL RISER, BOX • *3 SILL ftlSEit 90X• • rYSiLt RISE BOX 1 * ; No. 587p5 MM I I �' _ •: FLUSH, 1-1/2" * NOT VALID LOW, 2-1/2" 3} 1,71 FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 =per '• �� FATE F� 1070TECHNOLOGYDRIVE » • • • • • • • • • • • T� .• 'O<O IDP . �� ` N. VENIC✓~ FL 34275 PA 9YPE5 • • • • %7ss% • • •. R .....NG`\ �: (941)4861800 : : 77/ �NAL n.v"o 97: aem m.lw,a CERT. IA.. 4/19298 11� SEf"770•. tLft - MhMA T • • JR a w ONDNf7 C NO CHANGES THIS SHEET. nn0 rir�.a -- corvnrcxremn �rsBEs�FRY�ED sax"+bet • 8be° • �++Yp°" • • °" A. LYNN MILLER P.E. ® SG.770 NT$ 17 r 22 PGT0130 C P.E.#58705 JR 10/f0/14 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS (SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS) LLENGTH JAMB 2-TRACK JAMB 6" LONG CLIP #105 I @ W/ RETAINER #106 MIDSPAN (SHOWN WITH FIXED PANEL TO THE INTERIOR) u— EXTERIOR 14 E W #10 X 314" 123 FULL LENGTH OFJAMB 2-TRACK JAMB A SMS, X 3 CLIP #80 OR #1056" LONG W/ RETAINER #123 (SHOWN WITH MIDP AN 80 FIXED PANEL TO OR 61 THE EXTERIOR) EXTERIOR 121 SEE DETAIL ON SHEET 15 -EXTERIOR 121 EXTERIOR a SHOWN WITH 2-TRACK W/SCREEN OPT. SCREEN FRAME HEAD TRACK EXTERI a 2-TRACK WlSCREEN D FRAME SILL ' ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. THIS SHEET. U G3 2-TRACK JAMB (SHOWN WITH OPERABLE PANEL) fii-T\ G4 2-TRACK JAMB WlSCREEN SEE DETAIL ON SHEET 15 106 FULL PANEL JAMB LENGTH 60 OR 61 105 17 16 5 SEE DETAIL G1 FOR FIXED PANEL CLIP o—.— ,5EXTERIOR EXTERIOR �,9—RIOR3-TRACK JAMB 3-TRACK JAMB �v/4-TRACK JAMB 4-TRACK JAMB (TEN -SHOWN WITH H2 (SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) 121 SEE DETAIL ON SHEET 15 EXTERIOR EXTERIOR a a PRODUCT REVISED as complying with the Florida Building3 TRACK 4-TRACK MAX. UNIT NCA-N. coax E NOA-No. 17-0420.12 eFRAME HEAD KC FRAME HEAD HEIGHT PER TABLES 1-3 Expiration Date 02/1712020 By ; Miami -Da a oduct Control k., k EXTERIOR EXTERIOR A' �I �R73 A A R73 E 3-TRACK W FRAME SILL 070 TECHNOLOGY ORIVI N. VENICE, FL 34275 (941)480./800 CENT. OFAUTH. 918208 • • •• • • • • 4RA -TCK • • • • • • • • • F IL ••• • •• • • •• • • • ••• 78 r 22 r--PGT0129 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • \`1s11Inu1/7 � IvIv a�•.•' LIGENg�' * ; o-Nd`o. 58705 Of T !v . F S70NAL 0,1\\• A. LYNN MILLER. P.E. P.E.# 68706 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) �I EXTERIOR vva P-HC ij (EXT. ID EXTERIOR da EXTERIOR a 4 INTERIOR INTERIOR EXTERIOR lu INTERLOCK XTERIOR E LA 113 U J3 EXTERIOR 113 v __ _ L9 `'-'J - ITEM #61 (HEAVY-DUTY i13 103 119 I-1 EXTERIOR _ _ 7 STILE) SHOWN, ITEM #60 67 68 (STANDARD STILE)ALSO fiE_�, STANDARD ASTRAGAL STILES #61 da90' OUTSIDE CORNER APPLICABLE SEE TABLES OWNER 1-3, SHEETS FOR DP WITH STANDARD STILES 60 L2 WITH H HEAVY-DUTY Nt 2 TRACK SHOWN N2 2-TRACKS IA IT (PSF) ASSOCIATED WITH EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN STILES. (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) 11 5 7 14 ®135° OUTSIDE CORNER 01 2-TRACK SHOWN 01106117 1 C I NO CHANGES TWS SHEET. G kelBl. D°Y: 0/10/14 INTERIOR PRODUCT REVISED as complying with the Florida 31 LOCK PART Building Code NOA-No. 17.0420.12 75 & 107-110 INTERIOR Expiration Date /17/2020 5 By Mia '- a roduct Control 11 7 135° 14 5 61 32 103 EXTERIOR //j,, 10, B1ga \\�111111111 ,% • • • 135° INSIDE CORiGER • • • i VtCEN F ''• � Q-: - •.F� • • • • • • • • • • i 02 2-TRACKSHOWN • • • • • • • • • = y¢: No.56705 'O•••F�ORIDP..•' .\`�� G Om TECHNOLCUYORArt N. VENI FL 34276 Dz • • • • • HOHMZON7k• SEC 41'ON D • TAILS, L(64NOS /aallseafe0o "/g91ONAL EN♦`♦ �., `—rr SERO,%776:4g L& - • • 1AAPA T • • OFAUTH.#29286 7'0IIIIII1`1 CURT. Drnrsmeromlr A. INN MILLER• P.E. °�' • °•�`' e'°r • "OipD°' • • rm. rordmwrw s. wC ALLRN;IrtSREamm • SOD-770 Ai�'.S i9' °� 22 PiiT0130 C REP 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Item WGT# PGT# Description 1 17305 017306 2-TRACK HEAD 2 17303 017303 2-TRACK HEAD WITH SCREEN RAL 3 17309 '617309 3-TRACK HEAD 4 17312 - 617312 4-TRACK HEAD 5 17314 8t7314 FRAME SCREW COVER 8 17317 617317 FRAME HEADAAMB ADD -ON 7 17304 617304 2-TRACK SILL 8 17301 817301 2-TRACK SILL WRH SCREEN RAN. 8 17307 617307 3-TRACK SILL 10 1T310 817310 4-TRACK SILL 11 17313 017313 FRAME SILL TRACK INSERT 12 17315 617315 FRAME SILL SCREEN ADD -ON (SEE NOTE 3) 13 17311, 617316 FRAME SILL SCREEN ENDADD-ON (SEE NOTE 3) 14 17305 617305 2-TRACK JAMB 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 16 173i. 817308 3-TRACK JAMB 17 17311 617311 4-TRACK JAMB 18 17322 817322 SILL RISER - FLAT, FLUSH, 1-1/2' 19 17319 017319 SILL RISER - BOX FLUSH, 1-112- 20 17321 817321 SLL RISER - FLAT, LOW, 2-1/2" 21 17318 817318 SILL RISER -BOX LOW, 2-1/2" 22 17355 617355 SLL RISER - FLAT, MEDIUM, 3A14" 23 17354 617354 SILL RISER - BOX MEDUM, 3-1/4" 24 17323 617323 SILL RISER -FLAT, HIGH, 4" 25 17320 617320 SILL RISER - BOX, HIGH, 4" 25 17333 617333 POCKETP4HOOK 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 28 17334 617334 POCKET P-HOOK MOUNT 29 17335 617335 P-HOOKCOVER 30 17348 617348 POCKET P-HOOK FOR BOXRISER 31 17378 617378 135 CORNER 32 17370 017370 1 135 F04=D MOUNT ITEMS 4053 ARE SCREEN PARTS: 40 4319 OM58 SCREEN SIDE RAIL - LOCKSTILE 41 7LOCKWGSK SCREEN LOCKSET 42 41618 SCRFFN KEEPER SPACER SET 43 8152 88152 SCREEN INTERLOCK ADAPTER 44 4428 04428 SCREEN DOUBLE INTERLOCK 45 4317 612256 SCREEN TOP RAIL 46 4318 612257 SCREEN BOTTOM RAIL 47 668 7SRAZ STANDARD ROLLER 48 W8 7SRAX STANDARD ROLLER -ST. STL 4344 64344 SCREEN ASTRAGAL 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 1692 61892 SCREEN SPLINE -.165" E12 1694 61694 SCREEN SPLINE-.160' 81816C20SCREEN CLOTH !2" X4" X Ilia" SET. BLOCK, NEOPRENE 85 -1-6 1T26 1"X4" X 11I&' SET. BLOCK, NEOPRENE 85+15 I JR I 0410517 I C I NO CHANGES THIS SHEET. I Item DwGT# 9• PGT# Description 60 17325 1 617325 PANEL STILE 61 17326 617326 PANEL STILE (HEAVY DUTY) 62 17327 6 77327 INTERLOCK ADAPTOR 63 1225 6TP248 VINYL BULB WSTP. -THIN ONSIDE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRIP PAD 65 17328 617328 INTERLOCK SCREW COVER 67 17329 617329 ASTRAGAL 17339 617339 HEAVY DUTY ASTRAGAL 17324 617324 TOP & BOTTOM RAIL 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 1695 71695 1-1/2" X 1" X3/4" HIGH FIN SEAL DUST PLUGS F 8153 78153X TANDEM ST. STL ROLLER ASSY. B153 78153N TANDEM NYLON ROLLER ASSY. SILICONE DOW-899, DOW-995 OR GE-7700 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 71032XIFPFX #1032 X V FL. SS SCREW W/ TYPE "F" TIP ' 7103239 1032 STEEL ZINC U- NUT 17357 517357 1" IG BEAD 17359 817359 1/16"BEADI FIXED PANEL CLIP [77 17360 611360 9/16"BEAD 1224 6TP247K VINYL BULB WEATHERSTRIP 61745 1145 LOWE NC, 112"X1/16" SGL SIDE ADH. TAPE, POLYETH. 8052 48052 ROLLER ADJ. HOLE PLUG 72087 AMB BUMPER 102 1U90 71696 DUST PLUG 103 8186 78186X 1" KEEPER 104 653 7SOKEEP SCREEN LOCK KEEPER 105 17344 011344 FOED PANEL CLIP - 6" LONG 106 17352 817352 FDPD PANEL RETAINER -911V 107 1739 71739 HANDLE KIT- INTERIOR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KIT- RASED EXTERIOR HANDLE 109 1/31 78162SN HANDLE KIT -RECESSED INTERIOR WITH THUMB TURN 110 1732 78178 HANDLE KIT- RECESSED EXTERIOR PULL III 710)04PPSDAX #IO X3/4" PH.-PN. TEK - S.S. 112 1235 67SIG WSTP,.270 X.170-FIN SEAL 113 1712 64068 .187"X"U'FNSEAL 114 710X115PPX NIOXI-112" Its 710�PT #10X1" 116 720XIX #14-20 X 1" S.S. 117 72OXI 12X #14-20X 1-1/2"S.S. 118 17336 617336 90 DEGREE CORNER RECEIVER 119 1 17337 617337 90 DEGREE OUTSDE CORNER ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL 123 17352 617352 FIXED PANEL RETAINER, 7/8" N. VENICE, FL 342T5 (941)490-16M CERT. OFAVIX #29Z8e NOTES: 1) ALL ALUMINUM = 6063-T6 2.) ITEMS # 33-39, 56-59, 66, 78, 84-99, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR 913 REQUIRES MIN. 910 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. PRODUCT REVISED as complying with the Florida Building Codo NOA-No. 17-0420.12 Expiration Date 02/17/2020 No. 58705 L� l a '0A/AL A. LYNN MILLER, P.E. P.E.# 58705 I 5.069" 8.562' 0.080' 1.505" L .211"j-Lj-"Lj4 T-1 0.081" 02-TRACK HEAD 10 4-TRACK SILL (6063-T6 AL) (6063-T6 AL) 6.198" 1.211 0.081" O2-TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) 6.52 0.080" ;4=4 1.505" O9 3-TRACK SILL (6063-T6 AL) 7.105" � 6.221" 0.080" 1" 1.505" 0.081' O3-TRACK HEAD O2-TRACK SILL W/SCREEN TRACK (6063-T6 AL) (6063-T6 AL) )8" 2-TRACK JAMB W/ 15 SCREEN TRACK (6063-T6 AL) 9.142" 4.49" 0.081" 0.080" z 1" 1.5105" 7.105" M- 0.081" O4-TRACK HEAD O2-TRACK SILL (6063-T6 AL)----►►��{ (606346 AL) -� 1.514" L_I 0.062" [-'0.060" 0.532" 0.760" 1.260" L 0.060" 1.516" 1.990' FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN • OADD-ON • • • 12 ADD-0N 1s END • is 9-TRACRJPMB• (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) • 0 -T AL • • REQUIRES MIN. #10 SMS REQUIRES MIN. #10 SMS • • • • • • • • OR 3/16" MASONRY OR 3/16" MASONRY SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24" MAX. O.C. ANCHORS @ 24" MAX. O.C. N. vEN10E, FL 34775 (941) 460-1660 CERT. OFAUTH. 0=0 I JR I 041OW17 I C I NO CHANGES THIS SHEET, I -may 1.36" -►{ 1.872" f-- 0.062' Lo 1.019" 0.081" SCREEN 40 STILE (6063-T6 AL) 5.069" 1.045" 1•99 0.062" 5��REIIIIIIIIEN � � 14 2-TRACK JAMB 45 TOP RAIL (6063-T6 AL) (6063-T6 AL) �+- -y 0.875" 1.993-"FI i-��---hhhCC��--- 0.062° 0.081" SCREEN as BOTTOM RAIL (6063-T6 AL) ' I PRODUCT REVISED as complying with the Florida 3.lfding Code NOA-No. 17-0420.12 9141" Expiratlon Date 02/1712020 I By • J. • 17 4-TRACK JAMB (6063-T6 AL) „xaaee • eF• SGo-no NTS 1 21 r 22 PGTO130 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • No.58705 •� 33 �I,1ONAL A. LYNN MILLER P.E. P.E.# 58705 3.802" q0.752" 0.574" 0.062 0.080" 0.264" 0.075" 5 FRAME 11 SOU 26 P-HOOK SCREW COVER OTRACK (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 2. 0..080080" 1 0.830" 016" 1.974 14 - 2.44" 31 135" CORNER (6063-T6 AL) 1.488" .080" 1.870" 32 135" FIXED MOUNT (6063-T6 AL) 2.304" 0.00.796" 62" P-HOOK MOUNTING 28 ADAPTOR (6063-T6 AL) f- 4� 4" " - 0.062" 0.133" 1.6001 7.600 3.125" I►- 3.125' 60 STANDARD STILE (6063-T6 AL) 1 61 HEAVY DUTY STILE (6063-T6 AL) -� 3,802" -�(1 0.752" -►{ I 0.885" 0.233" J U062" HOOK SCREW 2g CP-OVER 0.080" 3o P-HOOK FOR BOX RISER (6063-T6 AL) (6063-T6 AL) 1.739' 0.062' 1.888" OINTERLOCK � ADAPTER (6063-T6 AL) -►( 1.303" 0.325" 0.062" s5 INTERLOCK SCREW COVER (6063-T6 AL) 3.979" (-� 4.125" flu 0.062" 1 33l04" 1.050" (� 1.050" (� 1.050" (� 0.075" 0.075' 1.645" t LLII [qL1.645" � 1 .289.. .6F141:;] .485" 045 H -- 3.25" . I "�- 0.125'"' 0.281" 1 GLAZING 7/16" GLAZING 9115" GLAZING s7 STANDARD ASTRAGAL 66 HEAVY DUTY ASTRAGAL es TOPlB0770M RAIL 7s O e1 PRODUCT REVISED 6063-T6 AL ( ) ( ) BEAD (I.G.) BEAD, FIXED BEAD ( ) 6063-T6 AL 6063-T6 AL 5063-T6 AL PANEL CLIP 6063-T6 AL as comp)ying with the Florida i ( ) ( ) Builtling Code (6063-T6 AL) I NOA-No. 17-0420.12 1.003" 1.03" 4„ 5.621" O'757 � 0.080" 0.050" -tl• O105 FIXED 9 0.133° PANEL CLIP D.709" 2.gg3" 0.133" 1.498" (6063-T6 AL) 550" L - 10.863 L 0.080" FIXED PANEL 5.621" • • • • • • • • 4� • • • 0.709" 123RETAINER,7l8' �9� IN' CeRNFR}SlRAGAL 0.080" ---I � (6063-T6 AL) 2.826" 119 90" OUTSIDE CORNER ASTRAGAL •.• • : (� • 6 •) : : • : • • FIXED PANEL 11& 90' CORNER RECEIV(6063-T6 AL) ER • • • • • • • • • • • • 1os RETAINER, 9116" (6063-TEAL) (6063-T6 AL) 107V TECHNOLOGYORA/E " • • • • • • • • • • • N. VENICE, FL 34275 L� S • • • • • • P41)480-IMO may; �,,• ��1 o.�r rtew.bn"� CERT. OFAUTH. W238 SErnfcS 77(%L.LA4. - MPA 'T • • JR 06al1 C NO CHANGES THIS SHEET. ca"rnw .2011 sy ydy. • r!° • ,"yK' • • r. 'r• o"n. a,."x.e a ror sm�x wF ® sG0-77o NTS 22 s 22 PGT0130 C JR 10N0/}4 Na rtkros 5eemveo ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • Expiration ` LY ' . N NN " OCENSF Z. * No.58705 7 � %�0� •. STATE 0 ' (V i O(ORIOP . 'NA►. A. L11tS14NILLEk) A.E. P.E.# 56705 M lAM I-Mb-M MIAMI-DADE COUNTY RIDGE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND +ECONOMIC RES07JRCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE NOA = www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 COPE: This NOA is being issued under the applicable rules and regulations governing the, use op;pNtructio� • • • • • materials. The documentation submitted has been reviewed and accepted by M%Tar L2ade C"inty RER - . • Product Control Section to be used in Miami Dade County and other areas whera duowed by the Ailthority...;. Having Jurisdiction (AHJ). • • • • • • 0 0• This NOA shall not be valid after the expiration date stated below. The Miami -Dade emwty Prpdnet �ontr • Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) rese"8 the right*: • • to have this product or material tested for quality assurance purposes. If this p;oddcl:or malesitf fails tb" perform in the accepted manner, the manufacturer will incur the expense of suck J esling and tM AHJ may immediately revoke, modify, or suspend the use of such product or material withoi tlfeit juris4ctioV. RER. . . % reserves the right to revoke this acceptance, if it is determined by Miami —Dade County PrOdtler Control Section that this product or material fails to meet the requirements of the applicablWAng code. . : •' • • This product is approved as described herein, and has been designed to comply with the Flor+da Ouilding Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: ".Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorg M. Plas 'a, P.E. NOA No. 17-0630.01 M[AMI DADS COUNTY Expiration Date: May 26, 2021 Approval Date: November 09, 2017 Page 1 Approvved PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, %,gpred by manufacturer, signed and sealed by Anthony Lynn Miller, P.E • . . .... ...... 5V 11a E. TESTS • • • • • • • • • • • • • • • I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 .... • • • • ; • • • • 2 Uniform Static Air Pressure Test, Loading • iwFAC, TAS 202-94 .... • 3) Water Resistance Test, per FBC, TAS 202j •; • • • • • • • • .... ...... Large Missi e Impact Test per - . 5) Cyclic Wind Pressure Loading per FBC, TFS V$-94 • 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-i4• • • • along with marked -up drawings and installation diagram • of elipp ed . aluminuM •' • mullions, prepared by Fenestration Testing Lab, Inc., Test Report No' - L-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5t Edition (2014) and with FBC 6" Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-6" Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by m:14Vfacturer, signed and sealed by Anthony Lynn Miller, P.E. .... ...... G. OTHERS """ ' •' • • • 1. Notice of Acceptance No. 16-0218.03, issued to PGT lndustrig§, Inc. for jtj� Serieg• • • •; "PGT" Clipped Extruded Aluminum Tube Mullion '.i�.M.L, tpjar.Wed oil.... 04/14/16 and expiring on 05/26/21. • • • • • • • • •. %. .. .. .... ...... . . . . ...... Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: $ i NON -IMPACT OR LARGE AND SMALL 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE ICAL APPLICATIONS ARE SHOWN. EACH ON QUE AND BE MISSILE IMPACT -RESISTANT PRODUCTS FENESTRATIOy P pCUCT INSTALLATION. ATION.LER FOR THE BEST INSTALLATION METHOD. OPTIONIAAL 11X ORI2X WOOD BUCKSHOULD IF USED, GEEVALUATENERAL NOTES........_.._...._...... INSTRUCTIONS .... .............. __...... 1 + MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ELEVATIONS .............. ....... ......... .. 1 MULL TO 2X WOOD ......... _.......... .. 2 oz U FIGURE 1: 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS MULL TO 1X 8 MASONRY ........... 2 MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE HAVE BEEN TESTED AS "FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL INSTALLATION NOTES........_....._. 2 MULLIONS / -� SIDE DETAILS INSCRIBED INSIDE MUI TO MASONRY .......... _.._....... 3 N R 5CTANGGSCRIBE INSIDE NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. MULL TO STEEL STUD ......_.._._.... 3 (..) A•D,G.H: SHAPE o SHEETS 2i 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED gL�fELRNATA E CLIPS....._.._._. _ 4 (0 e W �j _ DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.U180. THE 1/3 STRESS INCREASE WAS NOT USED BAY MULL MSTALLATICN........_....4 W j IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 1 X 2 X .t25 MULL SPECS..._......__ 5 N i X 2 X .375 MULL SPECS -_......... 6 J 4) PROPER SEALING OF FNTIRE ASSEMBLY IS THE RESPONSIBILITY OF OhIERS AND IS BEYOND THE SCOPE OF THESE t X 2.75 X.376 MULL SPECS........_? � B fn INSTRUCTIONS. 1X2.75 12X.65MULL SPE:PECS...._.....8 1X4X.12 MULLMULLSPC-CS........1 2 W Z fib' H 1X4X.125 MULL SPECS..__._..._10 O SEE OEraLs / Y i /L4 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X4 X.375 TUBE MULL SPECS ....11 j H r�i W A THRu c; _ �! SEE DETAILS ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNIT CONSIDER 1 X 4 X .375 "r MULL SPECS..._...t1 J F- Q m (0 SHEETS G I ATHRU G; ONLY TWO ADJACENT UNITS ATATIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN 125X3.188X 266 MULLSPECS._12 ¢ 2 W Z PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 125 X 3.25 x.100 MULL SPECS.._ 13 Z W z m = OPENING 125 X 3.25 X.624 MULL SPECS_._74 15 6 U VERT. HEIGHT 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND W TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 X4 x 25 MULL SPECSSPE� ... 16 z O MULL FOR 2 X 5 X.25 MULL SPECS......_.._...17 r J Q Z LFFIGTH Ho 20NTAL 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST 126X 2AI X.125 MULL SPECS_. 15 y Q SEE DETAILS,MULL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT 30• X 325 BAY MULL SPECS......._ 15 o F- W SHEET 3 AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 45' X 325 BAY MULL SPECS.....__ 20 H. Z 2 MULLION S CLIP DIMEN910N5..0 EXAMPLES 1 82..¢ N � REACTIONS. _.• 4 ♦- H. Q Z C) Z coES._........._....._2Oa FENESTRATION 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACONlAGGRE-GATOR NOA'S LOADING EXAMPLES................_....25 ^ UU)) oO oO PRODUCTS MAY Y U) BE OF ANY TYPE. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE RGOUIREMENITS OF THE FLORIDA BUILDING ® U W 3 MUST BE CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH Q MANUFACTURED PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. O Z aO /-I BY PGT. d E O O J III I 10) MULLIONS ARE M COMPLIANCE FOR USE IN THE HVHZ. p � � /SEE DETAILS 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING HORIZONTAL A-D,G,H; PRODUCT REVISED MULL SHEETS 24 WIDTWHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA as eomPl ing with the Florida LENGTH Building Code HORIZONTAL [N. No. 17.0630.07 MULL INSTRUCTIONS: LENGTH Expiration Date 05/26/2021 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT'J FOR THE OPENING USING THE ASCE•7 STANDARD. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: By 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. MlamF de Produet Gontr MULL OPEMNGWIDTH I—HORM MULL LENGTH-1 LENGTH ` 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR' OR "TRIANGULARIfRAPEZOIDAC. OPEN P 4) FIND THE CHOSEN MULLIONS MULLION CAPACITY (LBS1M FROM TABLES 1A THROUGH i 6A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING HEIGHT THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING ff THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE FOR vERT. MULLION CAPACITY (LBSlFT'1 OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FP) FOR THE OPENING OBTAINED IN OPENING LENGTH � � mo�M� ` ` �' MULL STEP 1). HEIGHT I'!GTH / / LENGTH 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE L ` REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. , •• ••• (V 7 OPENING WIDTH 6) FROM THE ANCHOR CAPACITY LB TABLE ON THE SAME SHEET AND USING YO�'R L R NDIT�fI ( MULTIPLE ; �ANY L...... SINGLEMULLION SINGLE MULLION FOR VERTICAL MULL / OPENING WIDTH ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AI•ANCHOR CIiP PA N ND ND OR REQUIRED ANCHOR ; �� •' V1C,ENSF •. �( FORveanOALMULL CAPACITY IS MET. • • • • • • • 090 • • • • • • • • • • No.58705 '• '1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7) IF THE MULLION CAPACITY (LBSIFT'1 OBTAINED IN THE TABLE IS HIGRA THAA" DES" PRE&SURF•REDUIFiFUAT (LBS/FT1 FOR THE FROM FIGURE 1 ABOVE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA- TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS f �� CODES /STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION O ATE OF (v •2014 BUILDING CODE (FBC), STH EDITION 8) VERIFY THE DESIGN PRESSURE RATING (LBSIM FOR THE FENESTRATOU BRODUCT'j[1�E US�D R DHCO P ARE WITH LEA FENESTRATION MULLIONE FINAL %�S''• A,< ORL01;••' •ANSI/AF FLORIDARI A BUNDS L 15 FOR WOOD CONSTRUCTION CAPACITY (LBS/FT) OBTAINED FOR THE MULLION SYSTEM. THE LftEL OF I E TWO SHALL APPLY • •• • �'/,; S/ONAL EN �`N •ALUMINUM DESIGN MANUAL, ADM-2015. PRODUCT ASSEMBLY. • • • • • • • • • • • •ALU ALUMINUM A. LYIGFI �AILAffiR;�.E. •AISC 360-10 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIr �PPLI TION WHC aU61N0 0 NOA T• AR4LYi:R•'t PERMIT. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EImER THE STANDARD O a OFFSEL MULL c CLIP MAY BE INSTALLED BY d mis r�moD. e e a. a e d d e EXTERIOR p �h m gQ o s. . DETAIL B: MULLION k� TYP. ANCHOR MULLION ATTACHED TO 1X BucKsralP oz � PER SUBSTRATE, WOOD BUCK AND MASONRY AT. AND DMEN SEE SEE TABLES IB-12B (STANDARD CLIP SHOWN) BY OTHERS O SEE NOTE 1. N U MULLION 1 SHEET 1. ❑ (1) $N W ZO W e g I MIN 2.7 KSI - EDGE NSHEETS J = 21--23 OR HOLE d b I CONCRETE OR CMU 1 oISTANCE. --J�-SEE SEE TABLES D LOCATIONS a EDGE DISTANCE IB-13B r _ EDGE a ° e FORMASONRY W Q O D ~ DISTANCE e I ANCHORS (17 O (n -FOR WOOD d° I I SIDE VIEW O Z SCREWS 2. MAX FOR °d . ALL MULLIONS c EITHER THE V H C e STANDpRO OR 2 z U d m = OFFSET MULL Z �� U ✓� 'd< CLIP MAY BE w 2 gO INSTALLED BY K - PO@ Z ° EXTERIOR G, THIS METHOD. I"Q Z EDGE 4 DISTANCE Z FCRm F Q d O Z N MASONRY THEOFFSETCUP IS ANCHORS D. (n ¢-B 80�0 RECOMMENDED F-OR a N J FIN-FRAMEDLU WINFDOWS, BUT MAY F Y Y ALSO BE USED FOR ® DO Cl) (n OTHER FRAME TYPES. = Z Q Q D 4 ZmO O O 0 s00 TYP. ANCHOR i! o w rcof TYP. ANCHOR PER SUBSTRATE, �� 8 1. ANCHOR PER SUBSTRATE, SEE TABLES 18-138 PRODUCT REVISED PER SUBSTRATE, SEE TABLES 1 B-18B BA TRIP as complying with the Florida SEE TABLES 13-168 �.ISTAANNCOE ND Building Code 17-0630.01 TABLES T •. '' ATTACHMENT PIOA-No, 11!jSEE BUCKSM'P 1B-138 EMBEDMENT BY OTHERS. BEENOTEI. ExplretiooOateD$/26/2021 AND �•. SHEET 1. ATTA By THE BYOTHERS, - - •' •,' Mlami rot uct Control . • 1 3EE NOTE 1, SHEET 1. ' ' MN 2.7 KSI CONCRETE OR CMU FRONT VIEW SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THETABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED- 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 114' S.S. AGGREGATOR MASONRY ANCHORS. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• a ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 111U11111// �'��-'• LICENSE Q': * ;� ND. 5870� -� f 0 'STATE OF, . {ri s ••FE ORIOP.•'•G\�� .S70NAL e,, A• LYNINi ki1tLILER, P.E. FL P-E.# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) 1 TYP. ANCHOR EITHER THE I I FERSUBSTRATE, STANDARD OR I SEE TABLES IB-133 OFFSET MULL CUP MAV BE I 1 EW E DISTANCE INSTALLED BY II I FOR MASONRY THIS METHOD. 1 1 I I I I ANCHORS 1 e I I^ I 4 EXTERIOR Gn 8 a THE OFFSET CUP'S EDGE DISTANCE RECOMMENDED FOR FORMASONRY - /� FIN -FRAMED ANCHORS WINDOWS, BUT MAY _ ALSO BE USED FOR g ' c OTHER FRAME TYPES. TYP. ANCHOR G d PER SUBSTRATE, 4 SEE TABLES 10.138 TYP. ANCHOR PER SUBSTRATE, BUCKSTRIP SEE TABLES 1 &138 ATTACHMENT AND BY OTHERS, EMBED)IA6Yi •,• - .. SEE NOTE I, SHEETI. .. EDGE " ,. DISTANCE SEETABLES MIN 27 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1B-13B FRONT VIEW SIDE VIEW DETAIL E: MULLION TO MULLION [—•125- MIN. INTERSECTION I � (U-CLIP) VARIES TOP VIEW VARIES i c LINTERSECMON U-CUP FRONT VIEW NOTES 1) MAY BE INSTALLED IN -TEE' OR 'CROSS" INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 FOR CORRESPONDING MULLION. 912 STEEL SCREWS, SELF -DRILLING OR PRE -DRILL MULLION AND USE SMS EXTERIOR SEE SHEETS 21-23 FOR HOLE LOCATIONS EDGE DISTANCE SEE TABLES 1 o-130 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: J V V V ` TYP. ANCHOR 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a PER SUBSTRATE, SEE TABLES I6-13B 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ` °� `� SEE SHEETS 21-23 FOR ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE HOLE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE LOCATIONS FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAYBE USED. MULLION 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4"S.S. AGGREGATOR MASONRY ANCHORS. I • • • • • • • FOR STEEL STUDSTHI Goy° • • • FRONT VIEW cooEAA B sEl ATAC 8EXTERIOR !�e• • • i USE W AN STYE VIEW NOTES: 1) FOR 24 WLOWQpACKED STEEL STUDS, WOOD ANCHQR VftLliEtlAY BE UJ" • • • • • • 2) SEE OWRRESF�NDINP lItle"N'QtBL�S, • • • • • SHEE16 5410, FOW.SUANTIV O SC • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complyyIng with the Florlda Ballding Coda NOA-No. 17-0630.01 expiration Date 05/26/2021 EDGE `T 1........ 1/1 SEETABBLLES `YLY'N ........4IV f IB-138 P\1'� r't.10ENSF'•. * NO. 58705 0 ATE /sSlZ . �NG ` FL P. . 58705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETAILS A-D, j" SHEETS 2 AND 3 FOR INSTALLATICN y� TO SPECIFIC SUBSTRATES. SIDE VIEW SHOWN WTTH 1'X d'X.125' r^� MULLION L1 .EXTERIOR STANDARD MULLION CLIP MODIFIED TO FIT FIELD CONDITIONS. MULLION "�TYP. ANCHOR PER SUBSTRATE, SEE TABLES IB-131I INTO WOOD, STEEL, STANDARD CLIP TO BE ALUM, CMU OR MASONRY MODIFIED IN -FIELD. EXTERIOR O EDGE DISTANCE PERANCHOR NOTES FOR INSTALLATION OPTIONS R 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 2.11' X.125 MULLION. 2) SEE TABLES 1B-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL G: DETAIL H: ANGLE MULLION CLIP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) _30' OR 46' BAY MULL V,,,.:3 O O I I TYP, ANCHOR PER SUBSTRATE, t SEE TABLES 1513OR 15B I EXTERIOR I I 2'X6-ANGLE CLIP, ` 2 PER MULLION END. MUST BE INSTALLED INSIDE OF BAY MULL. W PRODUCT REVISED as com yin with the Florida Building Code NDA-No. 17-0630.01 Inrro woo0, STEEL, ALUM OR MASONRY EXTERIOR ix EXPlration Date 5/26/2021 llli ix By Mlaml-D Product Control y EDGED Psg 1 EDGE O DISTANCE Z PER PNCIiOR of III I w .YNN,y� NOTES FOR INSTALL AiR]N OF -I MN 0 & R. • • • • • , . ....AY / 41 O 1} USE 2 ANGLE CL%PER MiLDON.Ai.. CI=PSjU jg jNS;RTED INSIDE OF MULLION. CI z 2) DETAIL G SEE T&4& 1%rV4F0R AH0*R ptAN•}ITI j5 AW4SHEETS 21-23 FOR HOLE n~O. *- .' No. 56705 ' LOCATIONS. AND SHEET 22 FOR HOLE ••. G -� f -7 4 T 3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES O ATE r' ' LOCATIONS. • • • • • • • • • • • • F_ :�t�s •••"4ORIOP,.•' �� •..... �i • • • • • • • • • • .. • • • • • c1 > S '/// ONAL ENS• • • • • • • • • • • • a A. 1 fWWNIMALL�'fi, RE. • • • • • • • • • • • • FL P.E.# 56705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1A Mulion Ca act Table bslR Opening Width (forvedira1"pern mu0i0M) c 0pentn9 Height(forhOdmNaksparrdrg n0cns) 1601n eo N 901n 10D in 1201n 140 in 501. fiectanpJlOr TaplTnerg. 60N Remari9ular 7raprtdenDVNI 70 N TrepTdang. Ree:anprar 1rR✓THvn6 LaadN9 Recnrpular Lvedn 9 Tmrnarg. Loads 9 Recten9lder Loading Tr4PrM."g. Loafing Rectmgutm Loafing TnPrtrien9. toeing RMenguler (mdN9 T'r4pffn'ang. Losing RedenpllM Lve•rg TraDRdang. Ldng 1 X 2 X .725 Alum. Tube . Loeding z• Loafing x r Load, P Loafing g a L-am �' xx Loadng _ % a ,, ' " ,. > s 8 £ g F gh I a ' � `Mulliony �d 3�E _u_ u"�i �� iiee IS g a t� a� 8� E$� ar fi 8� 's €i t� s �z o� a8� Ego s�o a r�rc�Sc drK`2� 111.9 108 129.5 332 S�a•`s de' 93.2 408 Cg fc drC3 114.5 325 a� K 107.8 321 f K421n 89.9 408 �o 104.4 319 62.t 4oa 16/.0 319 55.9 405 104.0 719 61.0 Zu I6.6 /09 31.2 312 1a4.0 319 61.D 244 39.9 108 20.8 312 f01.0 319 61.0 244 408 372 104.D 319 a1.0 24d 73.4 252 61S 229 53.5 312 45,6 261 87.0 248 55.7 224 46.0 312 39.9 201 a32 248 52.1 222 41.8 312 35.5 281 61,3 244 50.1 220 37.6 312 31.9 2a1 4a3 219 26.8 291 48.3 219 22S 281 247 49.3 2is 38.1 193 251 [16-4247 49.7 219 78.1 197 l8 in 7{8 312 83.8 258 624 712 50.6Zin a3.9 231 70.6 234 53.2 281 $ 54 in 92.6 247 57.5 207 4].9 247 49A 202 37.8 247 44.5 199 32.9 247 41.5 Ise 29.2 247 200 39,1 194 21.1 159 26.3 247 192 200 3A4 193 23.9 157 21.9 247 fa.0 200 3S1 193 25.0 159 19.8 c 60N 38.4 200 41.2 170 32A 200 35.4 168 27.4 200 31.5 163 24.0 200 28.9 16D 21.3 631n 3J.1 1a1 95,7 155 27.8 181 30.3 152 7d.7 tat 2e.9 149 20.7 161 24.5 146 18.4 131 22.5 144 16.6 181 21.7 143 S f BB In 28.8 165 30.6 142 21.0 fay 2a1 139 20.6 165 27.1 136 18.0 165 21.0 134 721. :22 IU 23.3 120 Is.$ Im 19.9 118 15.9 139 17.5 116 ' 18.9 121 19.T 109 15.7 125 1B.8 107 701. 78N 17.3 17a 18.2 104 -- - - AOCDOr Ga el IaDla IDs CMUPTWood Metal Sutetrete: 1.7k Co11PtHe 3.Sk Cane- IDo SI1B" Elco 1J4' Se Eao s 1h0SteN #12S[eel #12 StedAnchmType: 3/19' EICO Ultracm 114•EICD Utt- Y1C Eko Ultrxon L10EkoLflt-n �Ho�;C-MU�FlW 1tm Uttm- Ag7sGaar 8-(G5) S-(G5) Smex(GS) Anchor Cilp PatternsEdge 1&1rz Ilr 2• O./a• 0.324- Ohiance (n): t2-irz 1-'SUB' 1-1IIb I-IIC 2' t�/a' Ia 13'0• reMa Yn 990ID4 18441Da 2701bs 2a01ba 354 01c 7401M 3741ha 6641be 9161ba 341 Ds 442IDa 580 9a 2 AnCtnn ®4.75" Min. O.C. / Stendald m Ohel Alp (Fq. 11: 390ID6 390IDv I50 N/A 380Ibc WA NIA WA WA WA aa2 m 8851ba 1120 Yx 4 Mchon ®1.15' Min. O.G I sandal (m OBaeO CYP (Fry. 2): lBO lba 700IDa WA WA NIA WA 760109 718 9)a 8901ba 1892 the 882 Ya 895 bs 1120 as 4 Anolnn Q 3" N9M1 O.C. / R) 2k5 Angb Clpa I (Ru. 3k Nag I W 7a0 8a 890 ex 1500 tbo 1899 IDa 410 IDe 58D IM NIA WA WA WA WA NIA it5lbs 2 Alchors ® OAF MN. O.C. / I1L11p, NtD .f25'ALen. lFe. 4k WA WA WA WA WA WA WA WA 10T Ihs 3i21 W l73lbt 17010e 2211ba 28016a 1 Ana1KK / FLYD (Ffp. Sk 195 Da 195IDa 225ID9 6451ha 972 ®3 5]511a 1401D9 i771ba 3701bf WA WA 341 Ib4 M21ba 5001bc 2AMhorc @ 1.15' MN. O.CI F121p (FN. a) 2401. 350 be NIA WA 'rc ..�..--11- WA Ac- WA 190 IDa CTAMnARn r71P. WA N/A NIA I NUIt:--.rr-u,r,.....� -.- -._. _.. FIGURE 1: FIGURE 2: 0 FIGURES: O • 11 O • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES: FIGURES: ANCHOR CAPAC ITY ADJUSTMENT FORMULA: (DP ) X ( ANCHOR CAP ANCHOR ANCHOR CAP.,,m MULLION CAP.,,a,,.ea USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 'r SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. -•'1 1.000" 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000" FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HQLCOW AND•C�201=T-FIiL.E4 • • • • • 125' 4) SUBSTRATES: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL SE PRESSURFrTRE41TjD •YELLOW • WITH AN SG OF 0.55. ALUMINUM LL BE • • GAUGE SBT W JCTUyRAL S7EEl/IO 9E AN THICK STEEL STUDS TO BE A MINIMUM PINE GRADE 33 AND 045" TH THICK (18 AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAMID3 SGRE/N gHRE01)@ BEYOND • 1• X 2' X .'I!5' MULLION • • • • LEAST .125" THICK THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, J M S.S. OR 410 S.S. • ••• •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LU uJ N D F- L e- Z3 f a N R 0 11, o W X Y X Q - Z I 1 a mO II O -�2( g `s Ix PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami-D� Product Contro Y LYNN� /% * . NO. 58705 = ;0 6�z' STATE F: • !V� �",2'ONAL A. 'GNTE IN IUW), P.E. FL P.E.# 58705 TABLE 2A Mullion Ca ac Table bslftx 60. TMP'Tdarg. Loading 3 170.0 119.2 aB 478 410 Reetang4lar Loading 129.7 88.9 10in a8 662 507 Opening Trep7dag. Loading TLili 77110 1087 WWth(foreert 506 403 Raetarp4lar Loading 113.5 70.0 so 2• 662 507 ilysparrdrgmullion)or to TILoading. Loading gg�8 189.5 7026 578 399 Reoangger Loading z 100.E 67.6 901n L. 682 50T Opening TrLoading Loading y, 168.E 99.6 '87.3 Height(forhori23x11a1"panring . 577 397 Raoaing Loading ID &QB 80.8 100 r 882 507 466 N11 TraWTdang. Loading >^ tB8.9 B9.0 800 i 517 396 366432 millions) Rttl 2 7S7 60.7 120 relay 2• G62 $07 456 In TLad�. 2 168.9 99.0 60.0 L 517 398 35fi R!OWAV = 848 43.4 37.0 14o 662 SD7 456 h �bv. & t869 53.0 80,0 2 577 396 356 RLe� 3 36.7 38.0 324 1B0 lay Bei 507 656 N Tr�ron9. 1889 89.0 W.0h at 517 396 1 x 2X.375 Alum.7ube Mullion So R-tan981u Leading In 7npTdan9. Loedina Relanlgular Loadng g g 170.0 g8 435 t51.3 882 42 in 170.0 B20 48m 121.6 5P/ t36.0 419 101.4 507 C 89.9 80.9 57.5 49.2 42{ 371 325 270 248 Y15 191 74.1 61.0 44.5 3a.4 45S dm 324 2B6 90.5 72.7 St.2 43.6 -1 372 264 241 �7 188 64-8 534 38.9 M.6 29.Z 226 456 400 324 294 2� 225 202 80.6 B7.3 469 398 341 25.6 7.i3 350 31847.5 26D 237 218 1e5 1C7 57.6 34.6 2AB 28.0 20.0 17.0 456 40D 324 294 tea 225 202 64.0 43.9 37.1 31.6 23.5 7g.7 367 315 257 234 216 iB2 185 51A 427 31A 28.9 23.6 1A0 t83 /00 324 29d 268 Y25 202 62.3 420 332 29.9212 27.1 181 374 256 232 1&0 183 3i6 280 224 19.5 180 128 {00 324 294 268 225 202 61.83135 40.5 33.5'192 28.0 20.3 t87 253 210 tP te0 222 187 129 10.9 900 324 24 268 225 201 61.8 10.5 33.4 27.7 t9.8 1S996 313 253 230 209 176 26.7 19.5 16.8 14.6 11e 400 324 294 288 226 102 87.8 40.5253 33.4 27.7209 15.6 7528.3 313 230 178 60.625mMw.a2a4 114.8 379 �.4 4L0 83.3 336 71.2 400 65,9 278 51.9 324 63 h 66m . 67.4 49.6 752 230 44.8 39.0 294 288 1963o.022S32.2 30.6 20Z iffi23.6192 -320 1P 2S3 272 27.2 25.7 773 165 13&4t225 110 162 1A2 17.7 74G 19.7 158 15.7 792 18.1 157 14.2 18'2 IB8 155 t1.8 792 15.2 752 10.1 192 14.4 t50 8.9 182 142 150 90 in 18.5 144 19.0 128 15.4 146 18.1 126 961n 152 727 15.6 --- - Anchor ca ac Ianie 1G6 Wi nv CMU Filed CMU PT Wood 51•aimta0. in C- Me 3.5k Cane. Elco 114' SS Ek•A Bto Stttl #12 SteelllActor Type: 3/1T Eeo IMmcan 1W Elee Ulil - 5111' Ekp Ultmoon Y16' Ekp Ut•can 1M' Elao Ulbeoan�pnAggnGator MrS5r10' Screw (G5) Semv (G5)Anchor E#�12 CUP PatlemsEdge 2-t!f 3-1l8' 1' 2-12' 1' 2-1rY31/8' 2' 0.48' Distance 6n7 1' Z-112 1 1-&4 2 -1.114" Y 1-3re" 1-3�8" i-NaEmbedment 5nT 13'4" 1-Y4" 1.3'4 2701M 3541ts 740 Wf 37i Iba 6811ba 9461ha 317 la 442168 560IM 2 KOFO Q 4.75' MN. O.C. 7 StandNd m Ousel Olp (Fg. 1k 3W ¢a 390 IDo 4`A a 69p lbs 1M416s 3B0Iba 380 N/A NU WA WA WA B82Ibe CBS Ibe 112o Ibe 1 Arrotan�7.15"Min. O.C./5laldrd (or ghet)DIP iFiD.2k 460 Iba 700IW WA WA WA WA Too bs 748 Ihs 6B0 bs 1692 IDs BB2 Ibe BBS los 1120 •s 4 Anctsn ®3' Nm. O C. / (21245 Angle Crga / (Fig. lk 780 Iba anit. 680 ms imo Iba 18981ba 540 Ill 5w Ibs NIA WA WA WA WA WA 71316s 2 Arobaa Q 0.45' Mh O.O I U.CIip, No .125 AWm. (Fig. 4); WA NIA WA NIA NIA WA N/A WA NIA 370 Ott 187lbs 332 be 4T31ts 7701be R21 Ito ZBO Ibs 1 Armtor / F-pb (Fg S): 195169 1951t+a 225 bs 4451M B221ba 1.i5 8a 140 Ca 177 o8 _N/A WA WA WA 34/Ibs 4421ba 500 ba 2 Aiwhon Fg1.7S MIn.O.C.1 F-CIiP (Fg.6): 24U Ibs 350IM WA WA WA WA 190 I61 WA N V 1 t: rUn i ne vrruc r vur, w� , � �.- .....••- •--_.._....... _. FIGURE 1: FIGURE2_' FIGURE 3: 0 177�� ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: II II •-MJ • e ANCHOR CAPACITY ADJUSTMENT FUKMIULA: (DP-) X ( ANCHOR CAP., .,,,,\ _ ANCHOR CAP.,,.. MULLION CAP_-) USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A M INIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE - TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, 1 000- j--' SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT. TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 2.000- HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. • • • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 0 • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GFfOUT-FI LLIED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM -90. WOOD SHALL BE ftSSUF��TRFII • • • ' YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AN, � A Iu u�1M F•- 5" • GRADE 33 AND THICK (18 GAUGE). STRUCTURAL STEEL O BE AT r X't' 375' MULLION THICK STEEL STUDS TO BE A MINIMUM .045- LEAST THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND .125" THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• 0.9 • • •• •• ••• • • • ••• • • G G � W X Y U X Q O Q Z to U E. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0630.01 Expi-tion Data 05/26/2021 ANY LY ryN ''�, ` * No.58705 -0 t SO--. SATE F �''/S�ONAL Er1.�• A. LYNN IfatILLER, P.E. FL P.E.# 5870.5 TABLE 3A n Po in 7o T.Recoawgdar Trapffdang• Rectangular MuOion Ca achy Ta61a (IWIft Opening In Trap/Tderg. iN(dth (tor Remng Ler " 80 der ly-sparri in hL..lBr g. muliorls) R-0.1• or 901n Opening Trep/Ti Height n. (Tor Redelwlar Loafing rod mrlta"paMrg 100 a Trap/Trleng. Leedhg mu6ions) Reetan9War Loafing 120 in TgYttiog. Lmdng RecWngUler Loadrg 140 In Trap dng Leadn9 150In Rachnpdar Loadrg > �ga 50 ReclenBuhr Lowing t x 2.75 X .376 Alum. padag. Loafing Lagnv Wmsng LPadnB a. Z. t L• " L Loadn9 Londn9 Lcedng I.aedFg Loaf ^g y71� ¢c 's3 a a,. % a.. "' �'"� �°�� .�Tuba € Y 3 8 8 g a t? 2 d € i � 3 Mulgon cR a33. 6� aS� Tz 5Ea`7"e 75 fiF'+ �n a¢ f da g fE d1 �rc d"z sE drc s d 170.0 435 170.0 T14 170.0 678 1ro.o 868 t70.0 501 170.0 992 770.0 170.0 508 WO 170.0 1700 8!R 1113 170.0 170.0 519 661 170.0 151.8 1116 Ilm 1740 170.0 621 677 170.0 136.E 1240 1139 1ro.0 770.0 621 680 148.7 113.9 1301 1139 1T0.0 170.0 427 600 127.5 17.1 1301 1139 77D.0 521 170.0 680 111.5 1Po1 85.4 1139 1740 521 170.0 650 42h 1T0.0 820 18 in 170.0 708 17I1.0 52d 170.0 Cg0 it9B 170.0 W7 1679 1032 7T0.0 684 148.E tOJ2 170.0 723 130.5 1032 170.0 747 117.4 1032 17MO 766 97.9 iW2 170.0 758 W.9 1072 17D.0 756 T3.4 1032 170.0 756 50.6251n 170.0 7Q 797 170.0 563 170.0 iro.0 612 181.3 907 1ro.0 691 13&2 907 184.7 730 120.9 907 1525 7M 107.5 907 145.0 714 96.8 907 141.1 Tig 80.8 907 140.0 709 69.1 907 140,0 70B fi0.8 907 135 ns 919 571 11.8 974 34 in 601n 170.0 141.1 735 151.5 625 117.6 736 130.7 611 100.8 734 1t6.0 599 082 7J5 106.2 590 76.4 735 99.5 SW 70.4 735 95.1 576 58.8 734 91.8 574 521 50.4 43.5 735 868 81.8 574 75.8 521 44.1 38.1 75.8 521 Win 121.9 066 7]0.0 570 10t.6 668 117.5 &57 31.0 goal 98.9 447 76.2 6'fi6 Po.1 538 67.7 S06 93.9 W1 60.9 66G 79.8 67.9 526 d81 50.8 /42 6W 607 73.0 W.1 178 37.9 6'07 62.7 474 33.1 807 82.7 474 p 1124 522 00.3 907 >K1 511 75.7 B07 85.0 501 1912 607 77A 493 58.9 45A 60T 910 71.5 53.3 486 413 53.0 10.8 W7 S1D 50.0 4D6 ]4.0 510 45.9 402 29.2 510 44.4 38B BB in tOfi.O 607 25.5 alto 14.3 399 J 72 in 81.6 5f0 85.8 4/3 88.0 SIG 73.0 /31 5&3 510 392 49.6 458 64.3 54.1 420 3115 51.0 43.4 510 458 57.B 489 419 378 33.6 4W 44.6 373 34.T 458 t1.8 380 209 455 37.7 362 24.0 456 WO J59 21.7 438 35.7 358 20.1 IJS J22 340 78 in 69.4 468 725 400 57.0 /50 01.7 67.0 M1 53.5 435 58,8 373 45.9 435 48.8 398 /Q1 435 14.7 360 JS.7 435 40.9 355 32.1 435 3&1 351 25.0 435 34.4 344 22.9 435 32.6 341 1B.3 258 IS in Bolo 64.2 41.0 a35 J27 4J.1 290 34.8 327 ]&4 295 29.9 327 31.5 200 2&1 327 283 278 232 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 /8.9 262 232 14.9 327 3S.4 257 25.7 267 29.9 252 24.8 297 06 in SC4 287 21LO 2�48 21.5 287 23.7 244 19.1 287 20.9 240 17.2 287 19.3 237 14.E 287 Joe In 24 2227 24. 2205 20.2 227 20.8 201 17.3 227 18-3 198 13.1 227 16.0 195 /111n -1 211 21.7 111 18.6 215 19.1 191 15.9 215 18.8 100 120 in /7.6 18d 17.9 18T 4NCHOR CAPACITY ADJU TABLE 3B Anchor Ca ati Table Ibs 9Ubstale: 27k C-te 3.6K telW. Hollow CMU VC SS Eko Sne' Eico U ce PT Wood Yf0 Steal Y12 Sled 2 Ste Y72 Steel Anettor ryP% 3It6'Ekol9trecon t/4•EW UMWM S/15' Eko 9It6'EIeo UlDxon t/4"Eka Ultrecon Ag•eGater Uardcon or Suew (a51 Screw (GS) Screw (GS) Anchor Clip Patterns r z-trr W8etw1 sue r atn• 2-uz• 2• 3 tMl-VT D.54' oa 4Embedment Edge OWtrke (h} r atm 7 1-t/4' 1.1/4 1-1/4' 1-1/4' 1-4 1-1/4'11/b 1-3/8" wrrb2 (klt 1-3/4' t-314' 1-L4' 1-9/4' 890 ks tsIba 2001W 351 Iba 7d01tre It 374 Im 8841bs a s41 Ibs 49210s 5l bi Anchom 4.75" MDL O.C. / Stand- 9r OQset "M (Flg. ij: 3901bs 390 bs 450 Ws WA 3801bs WA WA WA WA8821bs e&5IW 1120 10sQ3• rd (aOlWet) Clip B}a. 2): 4801b5 TOO to WA WA WA N/A TOO IDe 7481be BBO Ibs 6B21ba 8IVA 11 1115 Min. O.C.1(2j W Angb pips / (Fi9. 3T 780vs fi801bs 15901bs 1896 9re 5401bs SPo IM N/A NIA WAWA WA 7t5 mei 5 b,�D4S•A11m7.B'g. 4y WANIAWA WA WA WA On NIA 177 Ibs 3701bs 18711. 3321bs WO lbs 221 Ibs 280 bs Ar¢hor /FLAP (Gig 51: 19516s 185 Ibs 2251ba M51D8 8221bs 135 ms 140 NIA WA N/q. IDs 44210s 500 9w 1.IS. Mr. O.CJ F4MP 823501bs W_^WA,,^^WAWA 19011R WA „341 NOTE FOR THE OFFSET CUP, USE THE SAME ANCHOR YAI rnry Aivu wvt.r.�,n ..+� FIGURE 1: FIGURE 2: o O O FIGURE 3: 0 i O ANGLE CLIP MUST BE USED W PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: 1111 0-1 rf:;::� �, CIRCLtD VALutJ - -ED iN I STMENT FORMULA: (DP,a,) X ( ANCHOR CAP.,,,,,,,,,,\ =ANCHOR CAP.,,,. MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: '� 1.000" 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTH) 6S A :O•NrBLj. • • • • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DI§ENSIGNS, S€E S%& 2•:23.•• • • -2.750" HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS•SHOWNQW 34ET621-63. • • • • • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. also ••• • • •• • • • • • • • • •• 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED .375' CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED -T YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE B063T5 AND BE AMINIMUM OF .125' I THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAtli-E). TURAL ST �jI-,, TO If AT • • 6V X 2.5' X .375' MULLION LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND gLF�CREW THgF1tDS BfFY41) • • • THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-B S.S•ORa10 S.S 00. • • • • • • • • • • • • • • • •• • • •• • • • • • • • • or • • • • ••• • • • • • • • • • • Is • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miaml-Da,swprod..t Control 1111i 111/ �, aONY LYNNM �� ;. •'' LIGENSF •. �� * No.58705 A. LI(1N fvll��.ER, P.E. FL P.E.# 58705 TABLE 4A ' Mullon Capacity Table bsRt2 d.0 Pectan0ular Loadn9 - Sc 170.D 170A �7**'lr 110.0 U.9 72.1 8fi.7 43.4 75.8 4pv a� �� 74< t150 7$7 W 571 542 407 358 h TmpTdarp. Loafing 4a s� 17110 170.0 170.0 170.0 1fi2.3 738.9 119.8 91.0 768 7D.8 f54 37.2 ..Bo11 ov z� Qa 19 l78 SU 831 897 781 694 876 546 488 465 355 314 Reda,oa. Leed aMullion o �" �� 170.0 170.0 170.0 170.0 125.5975144.5 108.5 fi4.3 727 81. 5T.1 372 30.7 70In g 'a 4i to �,s 868 fie2 7046 11f0770.0 830 767 635 571 542 407 358 Opening Trep' Taarlg. Loafing o scc Zc 170.0 170.0 770,0 7232 105.9 80.1 1A.4 fi2.1 39.8 32.4 Width i' u: GK 5W 830 8U 75I 746 681 624 530 tl9 458 UB 309 (for Recdnmiar Laadng �' u �g �� 170.0 170.0 170.0 150.7 tOB.9 94.6 125 63.6 54.1 50.0 325 26.8 WerDealty-9partrt4g 801n a a a_ ¢� 992 1133 7195 1130 015 830 757 83B 571 U2 407 358 Trap7Trleng. Lowing D u,- €g �c 170.0 170.0 170.0 1700 1323 1122 96.1 72.2 80.6 55.7 3b.3 2Q8 D �� ygX2 d� Sig 881 723 803 737 670 814 521 477 M9 343 30{ nuAiorls) Ramn9Wer L9edng l� a S� 170.0 170.0 1828 173.9 S7.8 U.4 73.{ 565 48.1) 444 28.9 23.5 or 206, xFs cie c�- ¢� Ilia 1275 1288 7130 915 830 75T 676 571 5/2 407 358 Opening TrQ ri-g. L-Ing u `o- i� 170.0 170.0 1.1219S/in 1700 123.88 tU.B 88.1 1i6.5 55.5 51.0 32.1 25.1 Hight . u 521 877 837 662 608 514 4U 442 3" 300 (tor Reatanguar Loafing 170.0 170.0 120.8 89151.8 75.9 88,0 50.8 43.2 40.0 2&0 21.5 hodzWyr 100 1240 i417 1130 830 757 836 57f 542 407 358 y in TrepT1i@rg. Loafing 170.D 170.0 170.0 894 U2 823 51.8 47.5 29.8 24.0 Sparring 521 880 658 836 60D 508 459 437 334 296 mulions) Reehngula Loading 770.0 141.7 100,5 833 85.0 424 360 33.3 21.7 17.9 120 . 1488 1417 1190 830 757 636 571 542 40T 356 in trWTden➢• Loafing 170.0 1T0.0 170.0 94.5 78.0 5T2 47.0 42.8 26.1 21.0 uo �9 521 680 881 UB 593 500 451 429 527 289 Reatpn91rl9r Lowing 158.7 121.5 U2 472 36.3 30.9 25.6 18.8 i5.3 1401n 1820 1417 830 757 638 6'71 542 407 358 TwpRtlang. Loafing m ONE.0 170.0 170A 94.1 78.2 55.3 - 44.8 40.6 24.1 192 4� 521 680 U9 591 487 447 425 322 2U Rmtanguer Ipedn9 138.8 106.7 47.4 41.3 31.6 27.0 25.0 78.3 iW 7820 1417 830 757 638 571 Sfi 407 in T Ma 170.0 170.0 U.t 782 551 41.fi 40.1 23.0 . rig 521 880 649 501 { 448 319 1 x Z76 x .650 Alum. Tubeo 421n 481n 5O.R5in 60In p 88N 72 in a 761n 781n so In 98In ,min Rectengula Loadm0 TrepTdarg. Ix 2 170.0 2>T1. 620 110.0 435 170.0 708 170.D 170.0 170A 524 Sfi3 612 T01 Tin 17Q0 170.0 747 787 170.0 885 170.0 830 181.9 132)97 101.7 757 636 140.0 108.6 650 552 88.5 571 90.4 498 80.0 521 428 542 tW 758 83.4 63.7 M.I 474 381 320 105In 30.1 283 30.8 255 25.1 223 25.9 251 21,5 263 22.5 247 Mg283 19.9 244 18.7 283 18.0 240 1i1 283 16.5 237 111 In 27.d 267 28.3 242 231 267 23.8 238 18.8 287 20.8 235 /7.3 287 18.3 231 75.4 26718.5 22 B 1201n 2ZD 229 22.3 209 18.3 2M 18.8 205 18.7 229 162 202 ANCHOR CAPACITY ADJUS --- - An or ac IaP1@ 1a Hollow CMU Filled CMU PT Nbod Metal Suhatmte: 2.7k C-nd- 3.Sk Cont. 114• SS Eko "'El- IW SS Eko 810 Sted 4N2Skel 412 Sted AnCWType: 3116' Eko Uraa- IW Eka UOmaon Eko S'7B" Elap Ultraeon 174' E. Ultraarn Aggle w Uaracan Ao mGetor Sannr (05) 6oa:w (OS) SemW (GS) Anchor CUp Patterns Ultr_n ]-1/0• i" 2-772' 1' 2-12• 2" 11/8• 2" 0.1. 0.54' 0. Edge gstafu (nx 1' 2-1/2' 1" 2-t/2" 1-1/P 1-114 i-if4' 1-114' 1-1/4" 1-t/4' 2 1.3/8' iJ/9" �60 Embedment MT 1�/4" 7v'/1' 1-3/4" 1.3/4' 9501bs B901Ss 2' tU1 ms 2701ha 28O Ibs 3541Ss 760Ihe 374 9x W4 Ibs 948IDs 311 Iba 44216e 6a Ib 2"; B 4.75' Min O.C. / Slandafd ar Ofsd GIP (Fig. 1T. 390 Ns 390 ke WA 3801bs WA WA WA N/A WA 8821be 8861 i12010s 112 4 AnoMn®1.79'Min.O.C.l Standmd for Olbei)Cllp (Ffp. 2): 48061a TOO 6n N!A WA WA 5901� WA 7601hs 749Ibs P.aD Ibs 789211e 8821ha 885 bs 1120 gat / AnsteR Q ]' Mn. O.O ! (2) 2s5 Anpk Glps / (Fl0 3} 7801hs 780 Ns B6015e i5601ha 78961bs 540 roe WA NIA WA WA WA 715 ba 2Anohas@0.45"MM.O.C.IULBp, Inlo,125'Altsn. (Fip.4y WA WA WA WA WA NIA NIA WA 1771bs 3701hs 76T It* 3321bs 473 WS 170 1M 2B0 Pos 2211M 1 Anahpr/ FCllp lFi➢. 5): 1951hs 1951M 225IW 445 bs 072 as 135 •s U015a WA WA WA 341 rH 442 We 560 Wa 2AnoharsO1.15' Mia.O.MI Ipfl-r 2401W 750Ibs WA WA WA WA 11101Ss r7 IP. WA N/A _-_..-.-1„ -,s, rum r_ti Aeaol C(]W C47FFr 2d NO h: rUN I r1C Ur1.7c, ..��r. ...a.. �, ��............. _.._....... _...... FIGURE 1: FIGURE 2' 0 0 0 0 FIGURE 3: o ® =** ANGLE CLIP MUST BE USED IN PAIRS, - FIGURE 4: 5: FIGURE 6: loll (FIGURE (DP,„) X (MULLION CAP.,",.-) =ANCHOR CAP.,m `MULLION CAP.,,,,,.,,,,/ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACTIYTABLE TABLE NOTES: -- 1.000" �-•- 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. r SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. I14 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENa ANS, SEEf§iEE:S 4-23a • • • • 2a750 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS WOWN ON SWE-rSJ1a23. • • • • • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLIOW ANIP"UT-FREED • • • • • 650" CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT fi50' MULLION LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEVT 3 S vQ" THREADS WYOV • i'bX 2 75' 4Y THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. Owl04F.S. • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �ry G; I a w Zia N U W W J C7 LU C) o C0 f- n m a r z a1 cO fn Wi In W c� Z Q Z Ji D 6- -i m $ ttO U dZ S C) 0 Q 5 n c a (C -6O U xA' M B N W r V X Q �. c6 Q O d Zm0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 BY OAX L7N/V 41 4a ... . ttCENSF':�C��:i * i N0.58705 4uj %pO ' ATE O ':�CnSS'O oR1D ENG�2�;: ,, NAL 11T1 ` A. LYIJN MILLER, P.E. FL P.E.# 58705 TABLE 5A Mrdlion Ca aeity Tahb bsMt2) - x 3.125" X .600"Alum Mug Win d &B.cma5 n � $3 7" 850 896 956 1063 1049 "958 807 721 086 514 452 Trap'Tdan9. Loadng 2_` �a 170.0 170.0 170.0 17a0 170,0 170.0 151.3 114.9 97.0 89A 57.9 47.0 327 30.1 23.7 3c�:.d`¢ 478 584 631 �1 747 ado 8D1 882 610 587 14e 396 317 301 259 Relanyir Luaeng 1704 170.0 17ao 170.0 158.5 137.D 119.1 e1.B 7&D 722 47.0 38.7 27.2 25.0338 19.8 rain M 9B2 11146 1116 1156 1DU 955 803 721 BM 514500 452 757 289 opening Trepfrdg. Loading r 17o.D n0.0 170.0 troA 170.0 1 55.5 1737 101.1 85.1 78{ 4aB 28.4 26.1 20.5 ylgdth D '� SW 6W 684 751 87B 860 788 87o (io5 578 M0 380 312 2B6 256 (far Rect-0. Lwdin9 L 17o.0 17o.D 110.0 170.0 138.7 119.6 10{2 ea.3 66.3 63.7 41.1 33.9 23.8 21.9 17.3 v1: 6w1Y-sPsmin9 80in S �g 992 1133 7195 1275 1156 1 449 955 807 721 884 514 452 357 331t 289 TreprTden9. Lwdrlg B 17aa 170.0 170.0 170.0 1670 111.7 72t.! 912 78.5 7D.4 44.6 36A 25.2 27.1 18.1 519 861 723 803 928 446 775 659 595 387 433 384 308 292 252 m1L5or R-WgLdr Loedng s� 170.D nag 170.0 168.7 123.3 106.5 l;) or 90 drc 1116 1275 1345 1401 1156 1D42 95 ! 8 9 Opening In Trap/Td"I Loading Q f� 170.0 n0.0 170.0 IM.0 156.5 1320 1128 83.9 70.1 64.4 40.5 32.9 22.7 2i1.6 16.3 M4" Height U d`rc 521 67T 747 331 917 336 765 W9 588 558 42T 378 303 2B8 2{9 (for Pw t.VWlydang. Loadngoading a U s� f� 1d`o: 170.0 170.o 170.0 149,9 111.0 9S9 87.4 _,2 54.6 W,5 72.9 27.1 19.0 17.5 13.8 Icr Z10r8a9ySPanrirg � kS� tJ �� ¢�� drc 1240 un 1194 1401 1156 7049 955 803 721 BB4 514 4W 4S.5720.e ?100,.n f� 170.0 t7a.o 170.0 170.a 149.7 125.5 706A 78.6 654 SBA 37.3 30.3 9.0 4.8 �• U to 2`z 521 6eo 758 658 910 828 757 B62 57B 551 421 373 299 284 246 nldlicrs) Recien9idr Loading 170.0 u7a 141.7 124.E 92.5 79.9 60.5 53.5 {5.5 !21 27A 22.6 15.9 14.8 11.6 12o 1488 tsn 1495 1401 1158 1049 95S B03 72I 684 574 452 757 338 289 in haplTdone Loading 170.0 170.0 170.0 17D.0 114.5 119.3 09.8 722 59.4 54.1 33.0 26.6 16.0 18.5 12.3 Sli sao 736 851 803 820 749 672 589 541 412 385 293 278 240 R iergdr Lwdrg 170.0 13s.t 121.5 1D8.6 79.3 68.5 SB.6 459 39.0 36,1 23.5 19A 13A 125 9.B 14o 1577 157 1d95 1401 1156 1049 955 80.3 721 684 5U 452 757 338 292 in TrapTdarg. Loading S 170.0 1ro.0 170.0 170A 744.5 118.2 98.7 69.8 56.8 51.3 30.4 24.2 10.2 148338 11.4 2^1-hi 521 8B0 756 661 903 819 746 -626 SB4 536 406 359 287 Y!D .., Lcadrg Recl1" 116.2 11e.z 708.3 93.4 69.4 59.9 527 40.1 34.1 31.6 20.6 16.9 11.9357 8.7 1So r .� �g'r4 fi=�6gga 15n 1577 1401 1", 1158 1049 955 eIX! 72I 684 9U 452 28B errry in TmprTnangRectangdlr Lod9 2?Tube u z 170 na.0 17" 770.0 144.5 716,9 98.7 68. 56.1 50.6 29.0 22.8 15,0 13.e 10.4 ennLc" V 52+ m0 756 eel 901 819 M 627 583781nta1.D684 534 403 355 283 269 232 50 in Rectangular Lwdn9 LwdW TrvTdang. Ldadn9 T91i 620 L �_� $r. nab L g$ �� 3n4i 435 2' o� =� 0.1 170.0 17D.o 1".0 170.0 170.0 159.e 138.0 L pl c 75 42 in 17D.0 481n 170.o Toe 170.0 524 50.625 in 770.0 747 170.0 663 54 in 170.0 747 170.0 612 eO In 170.0 8B5 170.0 701 831n 1T0.0 930 170.0 715 881n 186.E 955 170.0 789 72 in 128.6 803 13l.9 697 7aT.0 91.0 76 in 109.2 72I 114.1 629 f05.4 599 81.2 BOin 981n 85.8 54.2 514 /52 87.9 95.7 !86 404 5{.8 l5.2 31.7357 35.8 308 28.2 23.1 338 2eB 120h77.7 289 262 283 TABLE 5B - An nOfca c we P'•y1 Filed CMU SW. Me. 27k (1011tlde 3.69 Can. Hoot CMU 5'16'61co EkoUn2con 114"5S FJco 916'FJca tIr 99-0 ArOtlor'11'peCWA r4cm 94"Ekov9mcon U•ason Y1C EIeo Uniaem 1/r A99reGarJr urazm AgpreGHr Anchor CMp Patterns Edge p5181Ce pn)2-1/7 t' 2-'V2° 3-1AP Y 2-Y2 1" 2-V2' t-V r 7 1-1/r 3V6" 1-t/4" 2 7 Embemlmt ri15/4' 19/4' 1 N4' 2' 144' 1-V4' 1-1 /4' 374 664 U. 81611E 2 AnOrgn l.74 Mlrt O.C_/ Stand a 08 Clip pa9. 1)3B0 ms 450109 890 lb, 16" ns 270IOe 219 b 95d Im 7d01te Ins WA p9 4 AMIIM O 1.15" Min O.G / 91at0ard 1Ur 019et) Cllp pug 2)700 Its NIA WA N/A N/A 3W Nr6 NIA NIA WA 760106 WA 748Ies BW Im 92 1892� 4ArctOn a3'min. O.C.112)2x5 ArglECllp5J 91g 3780U 6W Ibs 1560 its 18961D4 bt01M 5601be LA A WA WA 3 ArciOn �0.45'MIn. O.C.IULBp, 0110.724 Ahun (Flg 4)WA NIA WA NIAWANA In- 370 Me 1871bs 33211x d73 Bs FCdp pig �196Ile 226 D, 445 I1x 622 I� 1351b3 140 bs 177 WA WA 2 AnUOM O 1.15" N9n O.CI FCI� (Ing 5i 2d0 n1s ,,..-." 350105 ... N/A WA IFC ILA &c THE NIA RTANDARD 190 CLIP_ N/A WA NIA NOTE FOR THE OFF51ht GLie, u�t i nc WviE a "MENT FORMULA: (DP ) X (_ANCHOR CAP.,,,,,\ _ANCHOR CAP_ `MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUI RED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: '''��j FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. IIL-- II II�LII lul S ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. PENING WIDTHS 6 ALLOWABLE FIGURE 3: 9 • O ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURE5: FIGURE 6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR O 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE. FOR EXACT DIMW SIONS, SE81SHFoETSe21-30. • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTION90SHOWN ON•HEE-XV-2/1 • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. H&FOW Ajl!&G* O--'�iCLED • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6C63-T5 AND BEAMINIMUM OF.125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 31ti•fiEW THREAD!• BEYGUD THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL. 18-8 S.S. OR 44D S.S.• • • • • •04, • • • • • H1.000"-1 • •.125" Dr, •• 1" X 3.125" X .5' MULLION VF LLION) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comp)yIn with the Florida Building Coda NOA-No. 17-0630.01 Expiration Date 05/26/2021 BY �� jC No.58705 ••� MTEO 'i C�Sn '•.�ORtOP•.••G��;. 'ONAL �� A/LYNNIMihAE ,P.E. FL P.E.# 587(LS TABLE 6A Mullion Capacity Table (Ibs4l'j Opening Width (farverdcally-sparring mt311ons) or Opening Height (for hD62ontaly-spellrling mUllOra) 50 in 6p h TO M W In 80 in 100 h 120 in 140 in i80 M IiefmWlar TrepTderg. Reebngder TapTnang. Reclanpidar TmprMKC- RemangWar Trap'TrlenO. R.InnWar Trepan n. RxWngdar Teprillang. Loading RecbnW1. Tmp/Tdang. Loading Loa<Itg Reeta hr T.WI.g- Loading Loading Ractanp4ar Tre(YTda19. Loading Lead6^.g 1 x 4 x (owing Leading Loading Lo•ding LaMnO Leading Leedi g Lowing Loading Loading Loading .125 Alum. Tube A a, E• £ E = SFs �' .�' u .p a � a �t' ' .. Milan pi g 9 u �9 u"B S RE Uy iyc p� hp @'S 3 &'aQ �•��7 ` a EL d �d B p ndi it T�-';u-i� �� c ay_ § $yR'� 6§8 5 aRRs} 5� apCa sy yb�s? a l 3 7 z� �s d sore E a dtidrc 2rc�ga� 170.0 620 170.0 43S 170.0 744 470.0 4TB 170.0 868 1T0.0 506 170.0 B62 170,0 619 170.0 1116 170.0 521 170.0 1240 1;171 fi21 111,1 1{B6 170.0 521 145.0 1489 170.0 621 127.E 1459 170.0 521 170.0 524 170.0 BW 170.0 584 170.0 892 170.0 00 170.0 1I 170.0 eel 170.0 1275 17Q0 677 156.3 1303 170.0 6W 1303 1303. 170.0 6W 111.7 1303 17a.0 680 97.T 1303 770.0 BW 170.0 708 170.0 563 170.D 595 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 156.1 1235 770.0 747 140.5 1235 170.0 758 I/7.1 1235 170.0 756 100A 1235 170.0 756 97.3 1276 770.0 756 170.0 170A 747 797 170.0 612 170.0 9(6 170.0 ffi1 170.0 1116 170.0 754 154.4 1158 170.0 a03 1371 1158 770.0 837 123.E 1155 170.0 B56 102.9 1158 170.0 881 85,2 1156 170.0 7181 77.2 1165 770.0 8S1 r72 B85 170.0 T01 188.7 1042 1T0.0 747 142,9 1012 te1.1 832 125.1 1042 146.7 E15 1112 1042 136.8 801 100.D 1042 130.2 791 83.4 1042 725.1 7ffi 71.5 1042 f25.1 7ffi 6i.5 1042 125.1 7112 .In170.0 170.0 930 170.0 745 151.2 B92 183.E BIB 12" SW 144.4 799 113.4 992 131.0 782 1048 992 121.4 788 90.7 992 114.8 75B 759 BB2 798.4 745 64.8 992 708.0 7N 56.7 992 108.0 744 1BSA %7 170.0 T09 13T.B %7 145.0 78e 118.1 %7 130.] 76B 103A %7 117.7 752 91.a 7 108.7 738 8Z7 947 1022 727 889 94Tt7a 713 59.7 %7 %.0 711 51.7 947 %.0 711 C136.9 849 142.7 777 1132 %9 711.6 722 ir7.0 H49 1059 708 84.9 &9 9fiA 696 75.6 %9 88.7 6B6 67,9 849 82.7 675 5&6 849 659 48.5 849 72.5 652 d2.5 mg72.4 651 762 1028 652 825 762 90.0 640722 7ffi 80.9 •29 64.2 762 7/.2 RO 57.8 762 692 613 !0.1 762 6ffi 41.3 762 59.9 597 36.4 7ffi 69.4h 761n 115.5 7ffi 120.7 665 96.3 68.8724 74.4 599[38.6 724 68.1 597 53A 774 634 583 11.5 M4 573 381 724 54.3 567 33.4 724 53.5 565 108.9 724 1f1.4 634 89.0724 94.6 621 70.3 724 ffi.9 609 54339,5 446 290 6l3 31.9 476 24.8 54] 321 4W 21.7 Sd3 W.7 !2b 90M 69.8 543 71.8 !63 SBA 5/3 W.7 !74 49.7 543 52.9 466 43.5 643 47.1 458 543 42.8 452U.8 58.9 427 478 478 49.7 419 40.0 478 432 412 36.8 470 30.5 408 478 U.8 4W 20.7 478 320 305 23.9 47825,1 JB6 20.5 478 25.8 3W 17A 4T8 M.2 376 08 M 4D3 777 11.1 341 33.5 an 34.6 335 28.8 377 W.0 3W 25.2 377 26.6 ffi5 377 24.0 321 ffi7 377 22.9 317 188 377 19.0 310 14.4]7T 17.1 304111 h 37.1 357 J7.B 323 30.9 357 31.8 318 26.5 357 9-b 313 23.2 357 21A 309 357 22.0 WS 18.5357 17.4 2% 279 24.5 30B 25,/ 2T4 21.0308 217270 18.3 306 192 211 306 17.3 283 144M 17.D 272 17.2 196 1 TABLE 6B AnchorCapacltv 2Tk Co m Table Ibs 3 5k Coro - IWAoa (24U PT Wand Meld 14- S Elo Anchor CUp Patterns 1-1H 71/4 f 1f4 Y EmbedTanl (Mj ta14' 1-14' 1a/4" 1-TV 2 1-1 /{ 1-114 1-1/1 91e 7401bsgft Ibb 9461ba >41 Ibe 4421bs 5W 0>94 2 Anchors ®4.76- MLv O.C. / Btendald a Olhet Gip (Flp. 182k 3901be 3901be 450 IU 890 lb. 16441be 2701be 280Ibe 354 be IDa NIA W2 We ee5 1120 WsBAnebon Anchors • 2.25 Mln. O.C. /5taM•d (or Ousel) Clip (FI9. 3). 700 lb. 7W Ibs 5801be 141011 a 852 W9 NIA 5W Ibe WA 00 WA 73630s 177016a 2240 Wa4 D I ITIA c O.C. f Siendard (w ODsel)C9p(Ro- 47. 960 Ws 1400 I• WA WA WA WA 7W We WA WAWA Ibe662 Ws ea5lbs t 120 Ws®3" Alare ®3" MI0 O.G / R)2x5Angle Gips / (Fb. 5): 790 be 7W r a 6W 15s 1500 ts 1896 Ws 540 We am 1ba WA 160 We 283810s 10221ba 1327 IM ib80 WSroNwa0.45" MIn. O.C. /R) 2R5AnOin Glpe I (Fig. By /1701ba 1170 Wa 1020 We 2340 Ws 2894 Ibs B101be 840 8s WAlha0Ibs WA WA N/A 7430 WS2 MM. O.G / U Eip, Wn.12W Aean. (FI9. 7): WA WA NIA WA WA WA WA NIA NIAWA WA 341Ws4421E 5W 9rs4 AnUwrs D 2.$' MM. O.C.! F{gip (FIO. Ok 3W Ibe 3W We 290 Ws 705 Wa 4T8sWA 20010a WA 3151M01be WA 662 Ws 885 its 1/201bs An.-®7.75'Mh. O.C.! 11W".. 9k 4W I' 700b WA ""A WA WAWAWA NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Sub57re[e: e n7A' . 1f4" SS Eka 5/18.0 c0 t/4" S9 FJoo at0 Sletl M12 Steel 812 Steil Anchor ]ypC 9f16' EMO Ulracan Eko latracm Sr16' Eko Ullraeen y16" Elen UltreCdl 1/4' Efoo 118mcon AppneGtlor Ulhewn Ag9leGaor Screw (G5) Strew (G5) Screw (CS) Y 0.18• 0.54' 0, 324• Edge OIs18ro• C T lane• tare" ledae TMENT FORMULA: (DP,,,) X (°•NCHOR CAP .,,o,,,K� =ANCHOR CAP. - `MULLION CAP.,,,,,,,., USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE --1 1.000- r TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE • • • • • • • ♦ • •W10. SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.••••• •••• • •• 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENI•G WIDTHS IaALIAWBUN • • • • • • •• • • • • • AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMEII.40N� SEFE SIWE1% 2'1025 ROLES• 4.000' 3 MULLION • TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIO=JI�-101�'I0 j S%t 2i-j fIG1�3ES�H� FIGURES: FIGURE6: FIGURE7: SUGGESTED, APPROXIMATE HOLE LOCATIONS. ♦ • • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AS-, C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW .125' SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T•AND Mi4•AINIMUM 4•i•.125" OHICK. STE21-• • • STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE)PSTMJCTURAL STEEL•r0 BE Af LERST.12T THI& • ANGLE CUP (FIGURES 5&6) MUST BE USED IN PAIRS. AND A36- ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3RCREW T1:-jBE"j Tit MIrElgAL.IA & • • #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. • • • • • • • • • • • • • MULLION ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � z G (n c" d 0 3 r � ri $ W XN Yc o U X � O a zm� o ! €D' PRODUCT REVISED as Complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Data 05/26/2021 �` NY LYNN *: tcAT�E No.58f lV� .S'ONAL EN A. Li' aNrMIL!Je , P.E. FL P.E.# 58705 TABLE 7A Mullen Capacity Table IbsAF) Opening vi[dm (tor vsrgcalty-seaming m dons) or Opening Nekjht (for horimnFal"Pallning mullions) 501n 6o 1. 7D In Bo In 90 in No In 120 In 140 in ise in Psctangdar 77ap/idan0• Recmn�ler hap'Triang. Rectnngula Traprrfl a Raebtgde Tmp/fdang. Rectangular Tmprmang. Rectanou4r Tm9l7dang, Rectengule Lwdlq T"Wdang. L-cing Redanguler Leering Tmp/fiuutg. Loafing Recte&no Load9+9 TrL ftgg. Lowing 1 X 4 X.375 Loadn9 Lowing Loafing LeadnO LoadnO Lmdrrg Loafing lwdng loading Lowing Loedq Lowing AIum.TubE � rg a ^ p• D r _ r i r r �• r r Mu.Tud llion �`HIa Till-11, 191 Tidlll a P ¢ K 8_ �B 3 c +,y� 2 a Q K € - b° f c K fr¢Fk 'S 5i g'�v ¢S $ c F Yi1151 $Tycc C IJS Z 42 In 170.0 62D 170.0 435 170.0 744 170.0 478 170.0 888 170.0 606 170.0 992 170.0 519 170.0 1116 17D.0 521 170.0 1240 170.0 521 17o.0 1488 170.0 621 170.0 1735 17o.71 521 170.0 1983 170.0 521 4s In 170.0 708 170A 524 170.0 950 ,ro.a 584 170.0 992 iT0.0 800 170.0 1133 170.0 681 Vol) 7275 170.0 677 170.0 1417 170.0 B80 170.0 1T00 170.0 680 iT0.0 18e1 170.0 880 157.s 2024 170.0 680 7{7 iro.0 583 170.0 698 170.0 831 170.0 1046 170.0 684 iro.0 1185 170.0 723 770.0 1345 170.0 747 1ro.0 1494 770,0 756 170.0 1793 170.0 758 158.0 1919 170.0 756 136.E 1919 770.0 756 50.8251n 77a.0 812 170.0 956 170.a 691 1118 170.D 754 170.D 1275 170.0 803 170.0 1434 170.0 837 170A Is% 170.0 s5B 159.9 1799 170.D 861 137.1 1799 170.0 881 12D.D 1799 170.0 BB1601n 54 In 17a.0 170.0 797 885 1700 170.0 701 1704 1063 170.0 797 1240 170.a 878 170.0 1417 170.0 944 170.o 15B4 170,0 9% 155.5 1619 170.0 1033 129.6 1619 170.0 1063111.0 1819 iT0.0 1063 8721819 f70.0 1063 745 170.0 1718 170.o B501302 17D.0 940 170.0 1488 1ro.0 1016 156.7 1542 170.0 1076 141.0 1542 170.0 1722 117.5 1542 1685 175E 100.7 7542 t67.8 175T Be.t 1542 ifi7.9 1157 671n 68 in 1ro.0 170.0 930 W4 170.D 170.0 789 170.0 1189 170.0 903 r 1354 170.0 7002 160.6 1472 170.0 1086 142-6 1472 168.8 1148 128.5 1472 158,8 1130 107.1 1472 147.8 1106 91.8 7472 80.3 1472 146.01104Rln f009. 1320 1662 1101 132a 1320 749.9 101l2 117.3 1320 137.8 1008 1058 1320 128.6 1049 68.0 t320 117.0 1024 754 1320 #46D04 1366.o1320 112761n 110.0 170.0 tOril 1122 170.a 1ro.0 87s 937 170.0 149.6 1275 11" 1T0.0 159.4 1013 11e4 139.9 8B4 1123 11M 125.7 978 B9.7 1184 115.3 964 60.8 1184 107.5 252 74.8 11µ 97.8 933 61.1 1184 27 SB.1 1184 923 925 78 In 166.1 7124 170.0 %7 138.4 1124 147e 963 1tax 1124 128.8 947 1038 1774 115.E 937 9Z.3 1124 1a5.8 916 93.0 1124 9a3 il% 692 i124 59.0 B90 59.3 1124 81.3 eel 51.9 1124 go In 108./ s/4 111.5 750 90.7 BM 94.3 7% 841 821 724 67.6 844 73.s 712 60.1 B44 66.5 7o2 64.0 8" 51.4 693 45.0 B44 54.2 678 38.6 8µ 5a.0 66a 33.8 844 47.7 W2 74.2 J42 77.2 852 �77,2 742 8T.2 O41 55.7 742 SB.e 331 49.$ 742 64.1 6ZZ 44.3 742 49.8 614 37.1 742 43.6 600 MA 742 39.s 690 21.8 742 37.6 584 B9.1 742 91.5663 521 588 46.6 513 >0.1 566 11.4 805 34.8 1W 31.3 49a 31.3 586 34.2 49Z 26.1 586 29.6 481 22.3 US 26.6 472 19.5 586 24.7 466 108in 626 386 839 530 32.1 586 53.9 l2.9 687 36.0 Sri5 33.0 556 342 473 28.5 565 31.3 467 24.0 555 27.1 457 20.8 555 24.3 µ8 18.0 555 2Z4 µ2 111 in 57.6 555 55.8 503 43-0 555 49.5 495 413 553 228 475 24.i 404 19.0 475 21.7 395 18.J 475 18.7 387 14.3 475 17.2 SBi 720 in 45.8 7 46,4 43s 96.0 {75 38.0 426 32B 475 3],7 420 28.5 475 29.a *414 473 26.8 409 iµ In 28.4 330 ?A7 7D5 22.0 330 2 -4 301 18.9 330 193 297 785 330 17.0 TABLE 7B Anchor Sutet2le: 2.7k C-dr Capacity Table tx 3.5k Cana. Hollow CMU Filled CMU PT Wood Mete) 918- Eko lie 55 Eko 5/16" El,. 1/4" 138 Ek0 S10 Sled #12 Steel 012 Sieel Andwr Type: Y4 Eft Ulbimm 7M El.. UK- Ultcan 3I78' Elco Ultracon t/4' Elco Ultraeon Agg2Calor LDI=W A09MGat0r SCTx (G°) ScieW (G5) Screw (GS) Anchor Clip Pathlms 2-7/2' 31/8' i' 2-1R' 1" 2-1? 7 3lle' Y 0.48" 0.54' 0.924" Edo Chmme On): Embedment MT i-XV 1-3/4' l-3/4- 1-3I4' Z' 1-ll4' 1-t/4" 7-1/4" 1.1/4' 174' 1-1/4' 2" 1J/8' T3. Velies 2 A110m 6 43T .Mkt. O.C. / Siandad or Oese Clip (Fi9. 182I: 380 ibs 390lbs 450 lb. 89D Ilm 1644 lbs 270IN 28016a 3541bs 740IDs 3T4lbs 8s1 Iln 9481hs 311 16s µ21be 5601bs 4 Ancnas @ 22S W . O.G I Blended (or Omet) CIIp (Fie. 3k TOO Ibs 700Ibe 581 Iba /410Ib 9521b9 WA SBO Ib9 WA 830 bs WA Bea Ibe WA 602Ihs bs 855Ibb 17701bs 1120 bs 2240 bs SAM110o�1.15-MIM O.C./5tended(oro6et)Cllp(Fq.4L 960 ibs 1400lbs WA WA WA WA 76016s WA WA WA NIA WA 12921. 1363 6B2 ga 8851tallXft8AneMrs®7'MfnO.C.12I5 / A1aMrs ®3' Mln. O.C. / l2) 2r5 And. um / (Fq. 5[ 760lbs 7801Rs fi80 bs 15W Ibs 1898 bs 3401os Sfi0 bs WA WA 7801bs 1140 ibs 711 lb, 7172 ias 11801ba 13201ha 2538 bs 1022 be 1327 Ibs4Aehas00.45" Ands Clips I (Fig. fik 11701bs 11701M 1020 bs 23401ba 28641bs 810 bs tN01bs WA WA N/A 4421os4AncNon Min. O.C. 1(1-0b, k10 .126" Ai11m. (Fie. 7I WA WA WA WA WA WA NIA WANIA WA N!A WA 741 bs 2 Atu. ®22S Min. O.G/ W W lFq. eX 350 bs 350 Wa 290 bs 7051bs 42 M WA 2B01bs WA 315 bs WA 4401M ®1.1T Mn. O.C/ Ftllp (Fig, 9k 480 bs 7001bs WA NIN/A WA 3B0lbc WA WAWA NOTE: FOR THE OFFSET CLIP, USE THE SAME ANUHUH FAI I tnN AN Ary mum "- AUJ W 1 Mery 1 (DP-) X ANCHOR CAP. - MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION' CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURES: FIGURE 4: FIGURE 8: FIGURE 9: 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION OSN LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 00 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AN•lOHOPiNIN6 W0 0 IS0 0WABLE. • • • • • • •E role MULLION AND MULLION CLIPS SHOWN ARE ROT TO �CTLE.�OFlEX.RCT %IM�•1%IeNS. SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOj'tWjIRG ERSIdNALakE RICTIORS SHOWN ON SHEETS 21-23. FIGURES SHOW $UGGES�EU,�PPR ATAOLELOCRTIdIVS. FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHER*PINE► WIN AN SG OF1045. ALYMINUM SH "E • 6063-T5 AND BE A MINIMUM OF .125' TFRCK.STEELOSTUDS TG1BE AM 141M LIM GRADE 3314N10.04511 THICK (18 GAUGE). STRUCTURAL STEEL•TQQLE AT EAST .125**ICK /RJD MIS. ALL ANCHOR% INTO METAL SHALL EXTEND AT LEAST %StS-S. T % BE:04 TIE A4�TERIAL06 10� #1� • ANCHORS INTO WOOD MAY BE STEEL, 14 O 4 0 S.S. • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • K PRODUCT REVISED as Complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 BY `aQNY L..... %. 21 � No.58705 O� S ATE F e A. LYNN MI4hE P.E. FL P.E.# 58705 TABLE 8A Mut6on Capacity Table iDs opening Width (forvertica"arving moo or19) cr Opening Height (for honzortally-sparcling mullions) SD in W In TO In Win 90 in 100 in 1201n 140 In 1 W in 126" z R =,,Ldar Loadng 7 p/Tdano. Loading Rwhingdar. Laadn9 TrapTrialg. I.-In9 Raaran9ular Leadl9 TaP/Tdarg- Loading lii m odar Loading TapRdvmg. lmdng R-tan9itlr Lowing Tnprinmg. Loading ReCanpuly Loadrlg TaplTdang Loodn9 Rectalqular Loadng Trap/rd•lp. Loedhg Rectengda Lcadinp Ttap7Tdang. Laadng Reoadingar LoadnO TNp dire Lcadirp 3.188" zTall zz•�.'.265"Alum 8B 0` $y3�Fqfi� S a� aTubeMuf a� �� 6 g�' s s5 }'-bp2<Kt��c a �� d`¢ c d f8 QK f e dnC 3 Ec z Zc¢ Ec dnG c drK Ec QC 42 in 170.0 620 5 170.0 744 IM-0 478 170.0 806 170.0 508 170.0 992 170.D 519 170.0 1116 170.0 521 170,0 1240 170.0 521 170.0 1488 170.0 527 170.0 1735 170.0 521 151.E 1769 170.0 521 481n 170.0 TOB 1 170.0 BW 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 661 170.0 1275 170a 677 170.0 1417 170.0 6W 154.8 15/8 170.0 680 1327 1548 170.0 WO 118,1 1548 t70.0 680 50,11nin 170.0 747 170.0 896 17" 631 170.0 1C46 170.0 ISM 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 756 139.2 14W 170.0 756 119.3 1469 170.D 756 1rA.4 1468 170.0 758 64 in 170.0 797 2 170.0 958 170.0 891 170.0 1116 170.0 754 170.0 1276 170.0 W3 167.1 1376 170.0 837 140.8 1378 170.0 850 1223 1318 170,0 961 104.8 1376 170.0 667 91.7 1778 170,0 881 W1x 170.0 8851 K2. 170.0 1D63 170.0 79T 15a.9 1150 i]0.0 B7B 139.0 11. 167.4 M 123,6 1158 158.E 979 1112 1153 150.0 912 92.7 1158 144.8 905 79A 1158 144.8 905 89.5 1150 714.8 905 671n 170.0 9305 760.1 1051 170.0 6W 1372 1051 156.9 862 120.1 1051 142-0 846 108.7 1051 132.3 837 96.1 7051 125.7 83D W.1 1051 118.3 922 88.6 1051 110.1 821 60.0 1051 119.1 821 L so In 167.1 9679 739.3 957 751.8 805 119.{ 957 134.0 7W 104.4 957 121.6 7" 22.8 957 112,8 787 836 957 106.E 759 69.6 957 100.0 750 69.7 957 08.9 748 52.2 957 98.9 748 c 72 in 128.7 8N8 107.3 804 1162 694 91.9 W4 101.3 671 SDA 804 91.4 00 71.5 804 84.1 650 fi44 804 79.8 613 ii.6 804 723 833 I8.0 804 69,9 629 40.2 80f 69.8 628 J 781n ID9.4 722 114.4 630 912 722 972 618 782 722 85.3 BO6 68.4 T22 76.7 696 W.8 722 70.3 588 54.7 722 65.5 580 45.6 722 59.5 5T0 39.1 722 58.7 565 34.2 22 W2 84 i 78M 1 11.2 667 105.5 W0 tlA 685 89.$ 588 723 665 78.5 577 E3.3 N5 70.6 568 56.2 685 04.5 5W W.6 605 60.1 553 422 685 54.3 643 36.2 685 61.4 537 31.6 685 50.7 536 90 In 65.9 67.' 60.0 457 '-4.9 515 57.5 449 47.1 515 50.1 441 41.2 $15 44.7 434 38.6 5f5 40.8 {28 73.0 515 37.4 922 27.5 515 33.1 f13 23.5 515 30.5 407 20.8 515 29.1 404 961n 54.3 453 3-8 404 45.3 453 47.1 307 39.8 453 41.0 391 33.9 453 36.4 US 302 453 33.0 379 272 453 30A 374 22.0 453 26.6 308 19.4 453 24.3 3W 17.0 /53 229 356 ice In 38.1 J58 39.D 323 31.8 158 J2.8 318 27.2 J59 28A 31J 23.8 358 252 308 212 M8 227 304 19.1 358 2D.8 3W 15.8 35e 18,0 293 111 In 36.1 338 35.8 306 29.3 338 30.1 301 25.1 338 26,1 297 220 336 232 2B3 19.5 338 20,9 269 17.6 338 19.1 285 12o In 27.8 2W 26.3 264 232 290 23,11 260 19.0 290 20.6 2M 17.4 290 182 253 IFA 290 16.4 249 144 in 1 16.7 1 201 1 16.7 1 186 AnchorCeped Table Ibs) 6ua112tE 278C-Ml 13.51, C=. I Hdlov CMU FNWCMU FTWt= Meal 5't6' Elco v4" Ss Eco 5116' clew 174• SS Eho #10 Steet #12 St s1 *12 SITM�I Anchor Type 3'16'0J.U9racm yr Elcoult-a Upton Y1S'J"'U9ieCon we Ekout'.. A97eC�Of Ut2Con A}VeCAIre S-(13'5il SCIs (G1U 5". IGSJ Anchor'Ciip Patfems 1• 2-v2 1" 2-V2" 7 37/9' 7 o.a6' 05r 0.32a' EOge gstarre OnT ENDWneM n 13/4' 13�r 1314- 13/r 2' 1-v4' 1-vr A114' 1-llr 1-114' 1-1/r 2' 1-3'9' 1316' vadea 966 sa 2 Anchors 47s Min O.C.1 9lama0 Or OBSH alp (F}Q 1T 3W @4 3W I[6 d50109 CgO IDs 16M iDs 270 Ds 290 to 35d 03 7a011a 974 Ibs fib! IDS 041 IDs 442 Nn SW IDS 4 AIn @ 1.15' MA O-C. / Sfendn0 (tX (X1Sel) C9p pig ZF 480 "S 7W w N7A WA WA NIA 3W m NIA WA NIA WA WA 6621b4 885 9E it20 8's 4AM"@ S M.O.C. Im 23 Angle Clips I(M 3r 760]Ln 78086 BOOM 1S60� t8961Ds 5401D9 5W b6 NIA 7W IM 7481Ds 8W 28 18921bs 6821D3 Sfli 6)6 112088 dArchois@o'5'MIO.O.C./ ULIIp. IMo.126'Alum(Fig 41 NIA WA WA WA NIA N/A WA NIA WA N/A WA WA NIA WA 14309H 1 Arclnri FClip SIC Q 155 IDS 195 6e 2251Ds 44516s . 822 m 135 Ds 140ID9 il] ID9 3701Ds 16] Ec 332IDs a79ID6 170 m 221 2W 6s 2AnCWa@ttY MIM1 O.CJ F4:11 g6T 24C as 3ifl 68 N/A WA WA t..r cTiA inn nW ltao NIA WA NIA WA WA 94181s d428r3 �00a NOTE: FOR THE OFFSET CLIP, USE THE SAME ANUHUK YAI -RN AND ANinn n - FIGURE 1: FGGURE 2: FIGURE 3: • FIGURE 4: FIGURE 5: ri ANGLE CLIP MUST • BE USED IN PAIRS. FIGURE 5: O • TABLE NOTES ANL:HUK t:At'Ac l IT Au.lua l ma=rv� ry (DP,o) X ( ANCHOR CAP.,,s,,,d,� =ANCHOR CAP.- `MULLION USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL U1N1I3TIdW61D/Q1R OfiENIN%WIDTjIS ISALI-Clil jBLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE PM EMCIeDIMIENSION3t SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE4'IELD FCLCOWNGSIMCJSILNAL REETRIC70NS SHOWN ON SHEETS 21-23, FIGURES SHOW+44a(bE�T�C APA%0:1 S 0 LE:LOJATIs ASP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THf%K STREISTUDS TO IBM MINIMUM GRADMIDAND • .1045• THICK (18 GAUGE). STRUCTURALSTEPL TORE AT LEASr.125" 14MICRAND A36. ALL • • ANCHORS INTO METAL SHALL IXTENCr CEASTCR�VJ 1sfIRFr\D�YU BEND THE IRATER(AL • #10 8 912 ANCHORS INTO WOOD MAY ��IZEL, ; S. , OC41(=S.S: � • � • � � ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED s complying with the Florida Building Code NDA-No. 17-0630.01 Expintlon Data 05/26/2021 By Miami -Dad roduct dantral Oc _ * : No. 58705 � � i .'o[OR... , G ,4SiO N '�/1VALE A LYNN MILLER, P.E. FL P.E.# 58705 TABLE 9A Mullbn CapaeOy Table (6Tsfll2) Opening Width (for9ertically-spenrdng mudion6) or Opening Height (for horhontally-apanning ITIA110re) Do in 100In I 12DIn 140b 160 in 50 b1 80le 70M 801n Reclan9aler Tapliban9. Rsetnryuler Trep7Tda,p. Reelengnlar TnpRAan9. Reetergdsr Tn4 along. anpWar Tapl171en0. Rsolsn•Iler Tnp/Rbn0. RaelelgUer TaplTdaq. LaeON9 Loedln0 Loedln9dln9 Lead9t9 LONInB Lwdiq Lwdlte Lwdhg Realangunr hapRdaiq. Rvalaqular Treplitlea0.R2�17 1.251325 L9eding Lwda9 Leadn9 Lwdn9 LaedI. LaadN U. g Loadhm Laedn9 x -t00 Alum. Tuba k' _ 1 g j� ironiy 4$} 1 yyy5�dcccfi U t�q¢ 9gag 710 2 11d F� n d E S ZV i S�c 6 iYY Ie 2 in 170.0 BYJ 170.0 435 170.0 74! 170.0 478 110.0 BBB 170.0 WB 170.0 992 170.0 519 170L 1116 1T0.0 521 153.3 1170 170.0 52t 11f8 77D.0 621 109.5 1118 170.0 170.0 521 0W 95.8 7S] 1718 878 10.0521486, 170.0 680 170.0 708 170.0 621 170.0 850 1T0.0 584 167.6 978 170,0 WO 146.7 978 17MA 861 13,,4 we 170.0 677 117.3 978 170-0 fiBD978 17D.0 BBO 83.B 976 BBfi 50.823N 7d7 17D9 SW 170,0 W8 .831 150.7 027170.0 884 131.8 927 188S 708 777.2 927 759.1 NB B60 105.5 B27 B27 889 1583 129.0 69B927 65iB69 166.3 120.8 WS 652 75.4 W.2 B27 869 1583 128.8 B95 852 W.9 57.H 927 869 I583 BBO 170.0 94N 170.0 7B7 170.0 612 1fi4.5 888 170.0 891 132.5 BeB 1W.9 8W 115.9 BB9 141.E BeB iW.O 88B 131.0 6W51.2 7/8 93.3 SW N.8 718 933 SW In 746 163.8 634 119.4 L 7d6 1323 820 1023 148 19.8 808 69.5 740 107.0 599 T9.8 746 101.0 $02 71.6 748 W.6 81- 687748 534677 93.3 77.D 529 4d.2 877 78.T 528 36.7 677 78.7 R9 1431 WN1237T7172.0 579 877 ItY1 5fi8 BBA 877 100.4 535 T7.3 877 e14 546 86.7 87705.2 539 61.9 53.8 877 6178.7 4B9817 61.{ 4W 38.4 BiT 83.7 182 936 61T 63.7 482 86N 10l8 817 114.1 fi30 BB.7 617 87.8 519 ifi.9 6i7 BSJ !pB 87.3 817 18.9 500 59.8 $17 72.8 494 d19 41.4 618 50.7 414518 46.6 40B 29.6 $1B 15.D 105259 57878 72N BT.B 518 87.1 /90[54.3 518 74.2 62B /10 398 59,2 50.3 51885.2 485 54.9 d32 3DO 51.8 04.1 578 465 380 494 115 J84 48.1 39.2 5186{.2 /85 45,1 97B 35,2 IfiS 422 3741B5 3a9 387 T5.2 IBS 38.5 984 220 485 382 103 705 B61 (n 78h 465 441 7i7 88.0 406 9BT deli 111 87.7 379 18.8 d{1 90.8 372 40.8 U1 46A 385 381 441 d1.8 3B0 3281/1 38.7 35B 272 441 51.9 349 23.3 18.2 //1 332 W.1 19.6 J/0 262733 20.1 M1 97298N 927 346 42./ 332 436 295 392 37.0 2B8 9C.9 332 323 284 18.5 332 28.8 280 23.B 932 2B.1 276 21.2 3]2 24.1 272 17.7 332 21.3 266 90 h 35.0 2B7 JS.B 280 291 J0,] 26B 25.0 2B1 2&4 252 21.9 ?97 27.5 2dB 19.4 291 21.3 244 17.6 291 19.5 241 146 291 17.1 216 11.1 291 I5.6 272 1081, 14.6 131 26.1 209 230 213 205 17.3 230 18.3 201 15.4 231 111 "1 111 b 128 218 23.7 197 218 19A 19/ 16.2 218 1S8 191 1/.1 218 1/.9 1BB 120 h 173 187 18.2 170 14.9 187 16,3 187 TABLE 913 3uDafrate: 2Tk Cen4mte Anchor Ca aclty 3.Sk Cwc. Table ba Nolow CNU PT Woad M11e1 5Ii B' ElOo 1!4' 99 Eleo SNB' Qco 14 S E 1/4' 39 Ek0 010 Steel 012 Sled 812 Stetl ArcharW. 3/16' Moo Ull=rat 1/4' ENo UID9e0n Mlmaon 3/tC EIa1 Ult.- U4' Eleo Mlaeon A9paGala Lhrecml A99ROal1r Soree (G5) screw (O5) 8e (G5) Anbhor CUP Patterns 2-V2' 1' 2-11Y &ire' 1• 2-1/2" i" 2.1/Y Y 2' O.de^ 03 Edge d3lenee On): 1' Embadmenl (InT 1�/4" 1-3'4' 1-3/4' 1914 Y 1-1/4" 1-7/4' i-11C 1-114' 1-II4' 1-1/4' 1-1/d° 2' 1.3/8' /6' 13/e' lanes 2 A>CDan ®0.75' MR O.G I Slendard a O8ee1 GID (Fi9. 1T 3901ba 300 Iba /50 IDB W D IDa 1ti14 Iba 2701be '1B0Ibs 35410t 7401pe 374 Ibe 664 Ibe WA 9481bs WA xi Iba 8821bs 442 I08 8951ba 5801be t720 bs AA1•Ivs�1.15'MIrt O.G /StrEad (or OBsat) dip (FI9. 2T 4W ]be 70016s WA NIA N/A WA 980Iba WA NM WA 7801bs NIA 7481ba 8W Iba 18921N/ADs 8821ba 6851bs 1120 bs 1 Anolnrs 3" W n O.C. / R12v3 All91e Clips I tFl9. 3Y 7W Ibe 783 Ibs 080Ibe 15W Wa 1896 be 5401ba 5e01bs NIA NIA NIA NIA 950 Na 3 Awhm 0 0.54' Mh O.C. / U-Qlp, h ACO' Alum. (1I9. IT NIA WA WA NIA NIA WA NIA WA N/A 17T Iba 3T0Ibs 1871be 332 Its f3I 4731hs 1701es 221 Me 200 ms 1 Arwhurl F-Glp (FI9. Sk 195Iba 1951be 125 as 415 bs 822 be 135 Ibs 1401ba WA NTA NIA WA WA 3/1 Na {4210a NO bs 2 Anohars Ol 1.16' Min. O.G/ F-O (FI9.8T 240 Ba 3501Ds WA NIA WA WA 1B0Iba FIGURE is FIGURE 2: 0 e • FIGURE 3: � 0 FIGURE 4: FIGURE 5: 1-69D ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 6: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. •• ••• • • • • • •• 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALB►FOR F_XI,CTIDIMGNSNDN%SEG SHEETS 21-23. HOLES TO BE DRILLED IN THE FROLD FOLLOW04G DIIRBNSI(/NAIPRESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGLOS� ED, A'�RO�MA.E HALES CTIIONS. • • 4) SUBSTRATES: CONCRETE SHALL CONFORM f eACI 3tT ACIFaflONS.ZiOLLQW AD** GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .100° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (IS GAUGE). STRUCTURAL STEELTO BET IEAST.125'"ICK AND A36. ALia • • • ANCHORS INTO METAL SHALL EXTEND AT ASS' 3 SCREW THREADS BEYONMHE MATERIAL • #10 & #12 ANCHORS INTO WOOD MAY BE S Le l" t.S. 0%410.0S .Z.e e • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) X l ANCHOR CAP-,,,,,,_) v (DPANCHOR CAP.- MULLION CAP., USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE- 1.250' 3.250" 100, 1.25^X3.25'X.100" MULLION FOR FIELD -MULLED UNITS 3,2 50"T .100' 1.26'X 3.2SX.100' MULLION FOR FACTORY -MULLED UNITS PRODUCT REVISED as compW with the Florida Buildtn9 0 • NOA-No. 17-0630.01 Expiration Date.05/26/2021 ,111111/) LY P��•'• I.ICENSF MV .* : No. 5670b 0,0'., S ATE F (v ",,,, 0NAL SN�t�. L A. LYNIS IL)IILLEL, P.E. FL P.E.# 58705 TABLE10A Mullion capacity Table Qb.IW S C®mmm.®mmmmmgmm��mwwmm;mmw® mm ®�mm10 E3 Mom®m�m�m;®Immm mmmmm®mmmmmmm®mmmm �mmmmmm �Mm®mmmmmmmmmmmm. mmmmm mmmM mmM®mmmE® m7mmmmmmmm mmmm®mmm mm�� mmmmmmmmm;mmm mmmmmm®®mmmmmm mmm �mmmmmmr�m®m®m®m®mmmmmmmmmmmmmmmmm ®mma�mmm®®®mmmmca®®Immmmmmmmmm®mmmmm�mmm �mmmmmmmmmmmm®m® mmmmmmmmmmmMmmmmmmmm mmm®m®mmmmm®mmmmmmmmmmmmmmmmmmmmmmmmm TABLE 10B Sutslale: Aetna Type: Anehor C9p Patens Etl¢OSbrceIIQ: 2.Tn CDrc 8'16Bco Ulracm Mte 1Y3.5k V4'FhDUllrecon Ca¢..... 111C EICD UBrdcoc _-- -- Y16'E7coulydcm Holm CMU 11C ElcoUMN 114'SS Eko AggreGetor 5'tTEIC0 Unratm FllIeD CMU 1/4"SSElco Aggld3da PT p10 Sled Screw (GS)snea WDDtl Al2SIeel (05) Mdtl V1231ee1 Screw(CM i' 2.1/2 1" 2-112' 3-1/8' 1• 2-VT 1" 2-1/2' 2' l'I T 4W' 0.56" D.d. E.M aM n' 13/d" t3'4' tal4" 1.N4' Y 1-114' t-V4" 1-4/10 1-01 1•4I 61 }1 tyI Vales 2 Mclors 0 6.74 M(n O.C. / SWnOatl a Onset cup (Flg. 1) 39O ms SW ltE 4W Ibs 890 Ws 164410s LO Ds 2W IDs 954IDs 7d01ns 9761Ds mib 6641Da 9461D5 IJ 341 Ibs 4d21� 560 ns 11201Ds 4 Ancnols ®7.15 Mlrt O.G / SlaMani (a g6eq QTp p19. Zj 4W IDs 7W Ws WA NIA NIA NfA 3W IDs NIA WA NIA WA NM 6821D5 885 96 SB51. 11201Ds 4An:hDrs®3"MIn. O.C. I M N5Arl4fe GIIPs I(Fig. 37. 780 in 7809. 650 IDS 15W IDs 1606W 5dOIM SW IDs NIA 7W i6s 7481bs BW IDs 189T m5 692Ibs OSD Qrs 9Arclnrs OgSC Mh O.C./US'JIP, Into.U10'Alum (Flg. 9} N/A NIA NIA WA WA WA WA NIA WA NIA 1871bs WA 3321M WA 473 IDs N/A 1701Ds WA 221 Ys 2B0 oM 1Arctarl FCip (Flg. S)' 1051D4 195 tB OFbs 44SU 8?21Ds 195 Ds tC as 1771Ds 37011n WA WA 341 Ns 44T IDs 56D Bs 2 Mcnon Q) Mln O,CJ F�pP (Fl9. 61: 2A0 Ds 350 D5 WA NIA NIA NIA t901bs WA NIA N/A 4NUMVH cAKn trwwsla Im¢ni (DP_) X `M( ANCHOR CAP.,` _ANCHOR CAP.,,^ ULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIIGURE 2: TABLE NOTES: 1.250^ 1,250' GURE 1: F ® e ' 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • O ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT 10 SCALE, GIR EiAC-•DIMENSJON:, SFE • • • FIGURE 3: SHEETS 21-23, HOLES TO BE DRILLED IN THE FIEL IFOLLOWINGUIMEN610NA•. RE6TRCTIONS• 3.250° 3.250" ANGLE SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED APPAC�OMRfE ROLL•II61 • CLIP MUST 4i • • • OLD" • • • IN USED 4) SUBSTRATES: CONCRETE SHALL CONFORM TO RCT301 SWICATI14.. HOLLOW AND• • • IN PAIRS, GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL - FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 624' .624" 6063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND —� • .045" THICK (18 GAUGE). STRUCTURAL STEEL TO RE ATtBPST.I2S THICNAND A36. ALL • • • • ANCHORS INTO METAL SHALL EXTEND AT LEAsr 3SCREIR THREA"BEYONS THE MATERIAL • • y2S X 3,2S X.624• 1.25" X 3.25' X.624" FOR MULLION FOR #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, A S.S.j1R 411S.Si • • • • • 0 FOLD MUULLED UNITS FACTORY -MULLED UNITS • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • w w x (j w 0 0 PRODUCT REVISED as comp.yln with the Florida Building Code NOA-No. 17-0630.01 Expiration Date Q5/26/2021 ICEN t SF * ; �NNo.. 58705 0. A. LYNN MILLER, P.E. FL P.E.# 58705 dih Op ., • • MR] wm =m®:��®.®��®m®��®®��®��ifi'Oi��m CUM Lawm M mm m1m. WOMEN! mm ILIMIMIM ED m ®®®m®im 0 cumEm TABLE I I B AnchorCapachy Table (Ibs) SOr6RdtC 27k C0nclae 2.5kC— hdl0 CN1U Fa CMU FTs'y0ob Meta Arxtwr Type; S'1SEICDOMM tl4'Ek0 Utt2cOn 5'16" ElcO VVEICOUt.. lie Ek ltaa— 1r4' SS EkD Ag¢eGaOr 5'16 Elto UTMM r74. 55 Ec0 AWeGMV WIO StWed Sc!(C)sc ! 112 SIW (35) *12!neei 6ctar(G„O Anchor ClIp Patterns ' um— 3t/8" P 2-V2 1' 2-V2 7 31%' 2 O.aB' O.Sd° 0.924" EOge Dslan:e pn� 1' 2-1/2' t" 2-vT 2' 1-u4" 1-V4' 1 Y114' 1-114" 1-tr4' t-v4' 2• 1•3v 1 14c" -ft EabeOntent Qn} Isla" 1.Va° 3W 2s 1-&4' 4`A ttn IS•4° 89D Im 1644Ibs 2701bs 2s01bs sic 7401bs 97d Ibs 66a Ea 9461bs 9ai IOs 441 Im 560 ns 2 M00w9 ®A7�^ ktirt O.C.I $aMBIC Or Onset Clip (R4 ti 390 ins N/A 960 m WA WA MIA9I WA NlA 6821bs 886165 1170Ibs Mkt O.C. / 5hnm'D (. 006ei) Cnp p 2Y 4 ArcbOta ®1.15RUC) 4B0 Ibs 7001M NIA WA NIA 76016s Tat Ibs 08D Its 181# IW �21bs 8051tn N11 Ibs 4Arc11D.1 Q T Nlrt O G I (� 215A1g clps 1 rgg� 9k 7001D4 780 tta tE01G 15fi71r6 1 fl96 E`5 54010s 5W AE NIA NIA WA WA WA WA 12671te 4 ANIIn3 ®0.53" MHI. O.C, f u-up, kr0.10P P1 E (F19. 4). N/A WA NfA WA WA N/A WA NIA WA 167 M0 3-1te 473 Ea 1701bs 227 E6 2801bs 1 AMWN F-OP (fig. $ 195 Ws 795I0s 226 � ad0 tta 622 Ya 735 be 140IDs 177lbs 97D It6 WA WA .1.1 4z to 501re 2MCI10fs 1.15 Nsrt O.C./ F4:IIp (Fl0. 6J 240 ®9 39D nn NIA WA NIA NfA 1901bs lilA WA NIA (DP—) X (ANCHOR ON CAP.CAP.,:,,,,,,,_) _ ANCHOR CAP.,o, \MULLI USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1.250' FIGURE 1: FIGURE2 TABLE NOTES: O a 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ® 0 ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL h"G1WI&AdD/QR CWENINJ WIDgiS jS ALL�N�IBLE F• • • • • • • • IGURE 3: • 3.94' ANGLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE EXACil DIIfENWONG, SEE CLIP MUST SHEETS 21.23. HOLES TO BE DRILLED IN THL•FIELD {bROWINMIMENS$DNAL• ISTR[aFIONS ® ® ® O BE USED SHOWN ON SHEETS 21-23. FIGURES SHOIJSUSGE.ST•E4, AIRPROVAMAT fIOL. LO.ATi::3 IN PAIRS. 4) SUBSTRATES: CONCRt7E SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE . moe 6063-TSAND BEA MINIMUM OF.100' THWX S'IEf(•STUDS TO�i A MINIMUM GRl+pC V AND•.045" THICK (18 GAUGE). STRUCTURAL•ST&L TOME AT LEA6T.125'VHICll( AND AX AOL • • ANCHORS INTO METAL SHALL EXTENS QQTILFASI•3 SCREWtNREAD* BMOND THEVAATEINAL• #10 & #12 ANCHORS INTO WOOD MAY09E �TEEL,%B SS. C t41: S.I. • • 12S X 3.94" X.624- MuwoN ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o Lu c ., Lu Y � (=7 U N i a_ Z i'O �( O F m PRODUCT REVISED as .—plying with the Florida BYllding Coale NOA-No. 17-0630.01 Expiration Date05/26/2021 \ �.'`a�p1Y LYNAf . VICENgF'•�� * N0.58705 -0 �41, /ONAL t: A. QfNN MH-t)k, P.E. FL P.E.# 58705 TABLE 12A - Mullion Capacity Table bsAtr Opening Width (for tertcaly-sparWrg millions) "Opening Heig19 (1br hm009 SAy-sparring mllions) so n 601n 70 ki BD in W In I W n 120 in 14010 16041 Rectangular Trap/Mmq. Rectanguar Tmpmang. Reclangulr Trap/Td.V. Rett.VJa T.pyTdan9. Re�lanNlar Trap/Tdang. Rmtmgulrlr Topfrdang. Loadn9 Rectangular TrapTn4ng. L9adng Loltdtg Reclangular TnplTnanB. Loadlr9 Loa•ng Rectangular Tnpr1'dzng. LaarOrg Loadrg 27147t25 Leadnp Loednq Loadw Loadng LOadng Lowing LmdN Lowing Loadrlg lnadtp Lowing Alum. MullionyE Tube 8 "B R13 8 a 8.7�i� 3 s s .a= am a 3v s sa s sn s9 !1- LIN! s a a a� a '_ a9 s s9 a 5 frp a� �H 4J5 1700 7M 170.0 {75 770.0 866 170.0 506 170.0 992 170.0 519 17D.0 1116 17D.0 521 170.0 1240 IM-0 527 170.0 1488 170.0 527 170.0 1736 170-D 621 170.0 1983 170.0 521 42 in 170.0 620 770.0 44 170.0 e50 170.0 581 170.0 882 170.0 670 170.0 1133 170.0 SH1 170.0 1275 170.0 977 170.0 141T 170.0 690 -170.0 17W 170.0 BBO 17..0 1983 170.0 NO 170.0 2267 170.0 NO /8n 70.8231n 170.0 170.0 70a 747 170,0 170.0 563 170.0 898 1711.0 6J7 170.0 104a 170.0 654 170.0 1195 170.0 723 17011 1345 1]0.0' 747 170.0 1484 1R0 758 170.0 7793 170.0117 .0 2W2 17D.0 756 170.0 2397 170.0 738 797 170.0 612 170.0 955 170.0 6B1 170.0 itt6 1T0.0 754 170.0 1275 170.0 B0.i 170.0 1{34 170.0 B37 170A 1594 170.D 956 170.0 1913 170.0.0 2231 170.0 8B1 170.0 2550 17D0 '861 54In 170.0 985 170.0 701 1700t 0 797 170.0 1240 170.0 873 170.0 1417 170.0 94/ 170.0 1594 170.0 996 170.0 1T71 170.0 1033 170.0 2125 770.0.0 2479 170.0 1083 160.8 2680 170.0 106361n Wn 170.0 1302 170.0 940 170.0 1488 170.0 1013 170.0 1673 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0.7 2557 170.0 1171 745.9 2557 770.0 1t71 170.0 970 170.0 745 170.D0 550 170.0 1364 170.0 1002 170.0 1553 170D 1086 170.0 1753 170.0 t155 170.0 1868 170.D 1210 170.0 2W 170.0s 2437 170.0 1256 132.8 2437 170.0 12B6 66n 770.0 B74 170.0 789 170.00 903 170.0 1913 170.0 7315 170.0 2t25 170.0 1387 145.E 21& 170.0.6 2184 t70.0 1529 709.Z 2/Bd 770.0 15W76n 721n 170.0 1083 170.0 878 170.00 10a9 t70.0 1/88 170.0 1126 170.0 1700 170.0 722E 170.0 f70.00 1080 170.0 7570 170.0 1209 170.0 1794 170.0 1322165.1 INN 170.0 1421 148.6 1980 170.0 1505 123.8 1960 161.6 154,D 1535 929 7980 152T 7531 3 170.0 7122 1]0.0 937 12So 170.0 1842 170.0 136B 152.7 1861 170.0 1474 737.4 1861 153.1 ISW 111.5 1861 147.3 1473 139.8 1459 85.9 1881 37,8 1t 54 751n 170.0 1151 170.0 967 1161 170.00 149.1a 1116 1210 170.0 127.6 1611 1398 170.0 135.0 1195 111.8 130 121.3 1179 99.4 1398 110.2 1162 58.5 1398 101.6 1147 74A 1388 89.8 1122 ti27 1105 559 1398 78A 1098 go In e6n 170.0 147.4 1328 1229 1T0.0 151.5 1046 122.9 1229 127.8 1078 105.3 1229 111.2 1081 82.1 1729 98.9 1W4 8f.9 1221 89.6 1029 73.7 1229 824 1016 61.4 122E 72.2 993 65.9 977 46.1 1229 62.1 967 89.D SW 74.0 971 ]7.2 849 64.7 B71 68.4 837 67.5 071 67.8 825 SL8 971 56.5 816 43.1 971 49.0 796 M.0 782 324 971 40.8 771 109 n 103,5 971 105.5 877 85.3 971 91B 629 794 53.0 919 5a.7 754 47.7 919 51.8 774 39.7 gi9 44.8 T58 402 742 29.8 919 37.1 732 111 n 95.4 919 97.3 932 79.5 919 81.9 619 65.1 919 70.9 W6 SB. 41.9 786 44.4 677 37.7 786 40.5 ass 31.5 786 34.9 653 27.0 786 31.0 641 23.6 786 25.4 531 120n 753 7B6 76.8 778 629 788 84.5 703 53.9 788 5S6 893 472 786 49.4 686 546 25.3 479 21.8 646 229 474 t92 545 1g,5 464 15.6 54H 172 465 13.7 546 15S Me 1M In 43.7 546 442 604 36.4 548 31.0 496 31.2 646 37,9 487 2T.3 546 192 485 24.3 TABLE 12B Substrate: 27t C=fc4e ,wr�als�uT Fm Cmc. ,. HdlOw CMU F41e0 CMU Fr Wood Meta y16' SILO V4" ss Ekc 5nB IXD 71r SS Bc0 4110 Sleo #12Stee1 $rI2 Steel A+rchor Type' y1S EIc0 Utrdcrn V4•EkOUttacal UlPaton 3MVEICOUimrDtl Vd"EICA UOracon ro4 U9.acon A1g Gacr S[rew (( Shaw 4G5j Strtw ([3) AnchorCBp Patlam• 2-V2 1" 2-ifY 3-t18° 1• 2-VY 1" Y 31/B' Y 0.46' 0.5r 0.32C F11g8 Dlsbrce Onk t' Y 1-1ld" t-i/r 1-tfd" 1-V4" 1-1/4• 1, Y 1-3'8" 1-& ; S FJnDeU11m10n7 Min O.C. / Slan0enl or OlGet CUP p=1g 182)' 13/4' 390Ibs lair 9901tn l3/4" 4501b, 13'4" ago 105 1644 IDS 270 bS 28J lbc 354 9s 7d01te 37d IDs fifi4 Itb S46 pE 341 bs 442 7bS %0 8x 2 AMrnrs ®4.75 O.C./Stmlaarltl (tr Orbel)C1p (Fig 9) 7401D5 7401W 6W IDS 14051Is 1424 IM N/A Sm 1b, NIA 69511tS N. 8B0Ibs WA 652IDs 885165 t1�5M 168D Its 4ArchaS®26B"Min 6ALl Q1.71•MIn O.0 /9MrItgN (m Croet)Ctlp (Flg. d): BBS IDS 09)1 758IDS 184688 M'A N/A iQS D>5 WA 79g109 NIA WA WA IDs 1t23IDs dArctttn R3•Mn. O.C.f l212t5 Angle GllxlpiO Sk 7W IDs 7 ID6 6W IDS15E0114 i9B61D4 b5 56DSx WA 7601Cc50.11M 1892 is182 2838 P6fBA bs I 88S 13WA 16B00s 6An,WrsQ " Mtn. O.C.f (2) 915Ang10 CIIpa/I-Bk 1170 b6 11708n 1020 bS 2340[d 2644 IDS 61 8408n NIA 11401be 17221Ds 13W 0s WA 1073 SAtt OGs®1.34'MIn.O.C.IULIIp, InW.12T AWm(FIg 7k NIA WA NIA WA NIA NIA WA WA WA NIA WA WA NIA 21 Rc 6Att MI30134"Mn, O.C. I Ud:IIp, IM0.125'ANSL (Fig Sk 0 C NA WA NIA WA NIA NIA WA NIA WA NfA WA 440 1Ds WA WA N'A Sd1 8» WA d421DS '.EO IIS 2 Anc /� 268' N9rt O.C.l Ft9p (Flg Dk 370 bs 370," 315 IDs 743 m 7 NIA 2W IM NIA 3461Ds NIA WA WA 57t bs 66d IM BA0 3Arcttxs m 1.71-MIn. O.CJ FCNp(Rg_ 10k 443 bs 52a Ts 3 IM 9731M NIA NIA 9531M N/A M I� NlA NOTE FOR THE OFFSET CLIP, USE THE SAME ANUHUH PA I I t:M ANU 7v`ll.nvn - FIGURE I: FIGURE2: FIGURE 3: FIGURE4: • • • • • • • • • • FIGURE 5: FIGURE 6: • • • • • • • m FIGURE7: FIGURE B: FIGURE9: FIGURE10: ANGLE CLIP FF� me (FIGURES IIR9II ((ptll� MUST BE USED IN PAIRS, Q__J CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. TMFNTFORMULA' (DIP-) X `ANCHOR CAP.,,,,,,.,,)=ANCHOR CAP.- MULLION CAP_ USE THIS FORMULA TO OBTAIN 11'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION, IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND 4I&,E7 jj FQR IWFOJMATIQN ON JOAJING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • • • • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OP&4ING W✓pwi5 To AILOWAS1.6. • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. F@FfEXA(3Ir0WENSI6;3, SEDSHEEWS 3-23"LES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23- FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPrAGFIC#TJWS. HOLL04WD VOUT-FILr ONCVE BLOCK UNIT S►I (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PPESRE-$4EATED YW-LOW SQUTWERN PINE�TH QN OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' •HIDBL STEFL STUDS "BE A MINIMUM GRACC- 33 AIlP WI?THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125- THICK Alb A36. ARL AN( HORS IWO METAL S•ALWEXTEN4AT 11FAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 8 #12 ANCHORS IN -it •WSOD N�'FBE STEAL;1" `'VS. •� 410 S.6.• • 006 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• •44 `N I W PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miam �" Product Control * r N0.58705 %�O ST TE O '`j' S+& •....... • ' �G �� ''rrONAL E11,�. A. L'4 N MFLL N, P.E. FL P.E.# 58705 TABLE 13A Mullicn Capacity Table sdl2 . !:' 435 sza SB3 612 701 746 7B9 678 937 967 1144 1232 1409 1454 1586 1445 f7•ctm9uler Lmdng #:' 170.0 170.0 170.0 770.0 170.0 170.0 110.0 170.0 170.D 170.0 1700 1T0.0 1T0.0 170.0 170.0 104.3 60 21 o 7" aso 000 958 1063 1116 1189 1275 1346 1381 1594 1700 1113 1960170.0 2125 1564 in Ttep7T4eng. Lo11dnA ID 17LO na.o 170.0 77a0 170.0 170.0 170.0 170.0 770.0 t70.0 170.0 170.0 170.0 170,0 106A 478 s5a 631 891 797 6w 903 11709 1D00 1118 1325 143! 1H47 17a0 1850 1425 Rectengdm Leading D _ 170.0 no.o 170.0 170.0 t70.0 170.0 170.0 170.0 170.0 170.0 170.0 770.0 170.0 17U 1541 80.4 70In 2^ 30 99z 1046 1116 1240 1302 1364 1488 1570 1811 1859 1983 2231 2293 2252 1584 Opening TrepRO laadrg $ 170.0 ttD.o 1T0.0 170.0 179.0 170.0 170.0 170.0 t70.0 1T0.0 1T0.0 17D.0 170.0 170.0 150.0 915 Width m. f 5D5 s3o 604 754 878 840 1002 1128 1209 1250 1498 tan 1870 1032 1991 1437 (for ftecian9dar lrsediq sS 170.0 tto.o 170.0 170.D 170.0 170.0 170.0 170.0 170.0 170A 170.0 170.0 170.0 170.0 ..964 7112 1erHm09-Bpanni 80in �• ^. 992 1133 1105 12T5 1417 14BB 1558 1700 1794 18/2 2125 2257 2550 2821 1564 T1xp/fd•nA• Lowing t ��a`z 170.0 170.0 17D.0 170.0 170.0 IM.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 80.7 L S1A 661 723 603 814 1066 1015r17 1223 1322 1369 I= 1794 2078 2149 1390 mullions) Rectening Loadrp 170.0 170.0 170.0 170.0 170.0 170A iW.S 151.E 120.1 69.5 or go a .. 1118 1275 1345 1494 1594 1673 t753 1913 2019 20T2 2391 2550 2781 2832 2252 1566 Opening in Tra9Rrim9. LOAM 170.0 170.a 170.0 17D.0 170.II 170.0 170.0 170.0 170.0 170.0 170.0 170.0 170.0 102.9 12T2 72.3 Helpht 521 677 747 637 See 1D76 1755 1315 1421 1/74 1793 1852 2271 2245 1938 1373 (tor FbllOngdar Landing 170.0 170.0 170.0 1700 170.0 170.0 170.0 170.0 170.0 170.0 1709 170.0 148.3 136.6 1--1 62.6 h3rizorllalyspamrg 1001n 1240 1417 1lBl 1594 1771 1859 1948 2125 2243 2302 265B 2833 2781 2632 1212 1564 11ap/Tnan9. L0•drrg 170.0 170.0 170.0 17a.0 1Ta0 170.0 170.0 170.0 17D.0 170.0 770.0 170.0 18'.9 148.4 110.1 65.T 52t E80 756 856 f033 1122 1210 13e7 1305 158! 19/6 2095 2333 2216 Isis 13565211584 mullions) Recl Londng 170.0 17D.O 170.0 170.0 170.0 170.0 7740 170.0 170.0 170.0 170.0 760.0 123.E 113.8 90.1 12D 911. „ 1486 1700 1793 1913 2125 Z271 23J8 2550 i892 2767 318E 9189 2781 2832 N;2- 1n Rapf lmdn➢ 170.0 170.0 170.0 170.0 170A 170.0 170.0 170.0 170.0 770.0 170.0 170.a 140.4 128.4 Se 58.0 fie% le� 521 sea 756 B61 108I 1189 1275 1lB6 1629 1700 2125 2339 2291 2188 i.72 1330 Rod Loadn➢ 170.0 no.D 170.0 170.0 170.0 170.0 170.0 770.0 1T0.0 170.0 15H.0 137,1 105.9 1R.8 772 l4.7 1401n ngdar 8 �¢� 173s 1963 2092 2231 2479 2603 2727 2975 3140 3221 3413 3199 2781 2632 2252 156! TraprTAarrA. Load a so 170.0 17D.D 170.0 170.0 170.0 170.D 170.0 170.0 170.0 170.0 170,0 iBB.B 125.9 175.1 88.9 !92 g n d�rc s2t sao 756 861 1063 11T1 1286 1629 16'54 1777 2273 2470L92.7 Y134 2128 1836 1305 R¢ctdng I�adrq fg iN.D 1To.o 170.0 17a0 170.0 170.0 170.0 170.0 170.0 170.0 136.5 !Win rc 1063 2267 2391 2550 2833 2876 3117 3400 7469 3861 3413 3190 2761 ?63i 7152 15W TL..dang. LnadrlA o 170.0 n0.o 17a0 170.0 170.0 170.0 170.0 170.0 170.0 170.01788 170.0 158.1 716.0 108.3 31.4 44A Y ac 521 6e0 756 887 1063 1171 1286 1530 +705 2767 7428 21ill 20961771 18081554 1Z83 2x6x.26 Alum. Tubs Mullion 42 in 4aN 50.825 in 541n 80N 631n t BBN C T2 in J 78N f 781n go In go In 106 in In Treprtban lnadng Recterlgular Loerbg S01n Z^ 170.p 17ao a 8211 Toe 170.0 tTo.D 170A 170.0 R0.0 170.0 170.0 170.0 747 170.0 17a0 170.0 797 B85 830 1T0.0 97} 170A +70.0 t0e3 1122 170.0 170.0 170.0 170-D 1T0.0 170.0 1T40 170.D 170.0 f70,0 1151 1326 1417 1504 170A 1638 170.0 170.0 126E TABLF_ 138 Anchor Clip Patterns EmbeenentC Y 2 Ane#on 1Y 4.75' MN. O.C. / Standard W ota•t C11p fFp. l a2): 4 AncIMH ®4.68 Mla O.C.I SarWard for o6ae[I dlp (FW. 3): 6 Ancnera lg l.TM MIrt O.C/8antlad (ar OlbeOClip F10. 4F 4 ArIEnIX6 3' Mtn O.C.! (2) 215 An9k CApe / (FIO. Sy Min. O.C. / (2) 2t5 Angb Clips / (Fug. 6} ArmNaa 4➢ 1.5' Mirt OG / (2) 2s5 An➢k dupe / o-T& 77 Anoha• 1.94' Min. O.C, / U-d{p, Nm .725' Anon. (Fi0 fig Min.O.Into .125" A um. (Fip. 9f AncDaa Q 4.68' Min. O.CJ F-Cup (Fq. 10} O.CJ F-CIP 1J/4' 1-3M' 390 0u 3801bs 7BD 9n Te01be 11801ne t4006e 780 be 780 4e 15601bs 1560 6s 1860 kDe It0010s WA WA WA WA 990 Ibs 390 Me 590 be 7001be Anchor 1-3/4" 1-3f4' 4501bs e80]be g0a bs 17W Ibs 10101ns 25951W 6001ba 15rd1 On 1380 bs 31201ba 7460 8n 3T801hs WA WA WA WA 45016e 8901bs 505 JIM 1298 Ins Ca aei 7 5k Cs Y 1644 bs 3232 os WA 1SWIM 6702Ibe4i20Ins WA WA WA 1616Ibs WA Table Ibs 1-1f4 1-1/4 2TO Ins 2801be 540 ns 56D Ins WA B10ID9 510 be 6e01bs WA 132016a WA WA WAN/A 270 Itu 2801bs Hollow CMU Ills 111 3641bs 740 lbs T08 It�s 1480 ea NIA 1WSIhs WA 7601Ds WA 15201Ds WA 1500ID6 WA WA NIA WA 354 Ibs 740 bs 1, 37416e 748 ibe -NIA 748 Ibe 14W Ibs WA WA N/AWA 97< Iba0 F!6e0 CMU PI 6641bs 9461be 341 The 1272 be 1692 uxi 8821ea WA WA 13636s 8801bs 15921ba 8B2 Ibe 17W bs 37WA84 13631E WA WA 2045 ba WA WA WA0 Wood 442 lbs 8B51hs 177016a Metal 560164 7120 ➢1s 2240 Un 016s2 71nsBAnehda3' 01be4 qNIA Ibs6Anehon®0.8/' WA WA 61 Ibs2 201bs Ibs4Arwhom ® 1.71'Min. f .1+k NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, TABLE NOTES: Substrel¢: 2.Tk Cororele nc. 174' 88 Eko 5/t6' E7co 1/4' BS Eko ri0 8D:e1 Y126teel #12 Steel Ancrla Type; 317T Eko Ullrecm 116• M. Nn•can 5/18' Elco 3/78' Et. Uloaeon 1/d' Eka. Ulbvcon AA91eGaOr �� pgpeGeblr 5�y 075) Sexr (GS) 8aew iG5) UlVacon 3-1f8^ 1' 2-1f1' 3-118' Y 0.48• 0.64" 0.324" Eo17e 0Lstance (h} t" 21/Y 1• 2-1/2° ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP„) X (,ANCHOR CAP.,,�,,,,�,\ _ ANCHOR CAP.,m MULLION CAP.,o"a., USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDfTIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2• FIGURE 3: FIGURE 4: FIGURES: FIGURES: FIGURE 10: FIGURE 11: t) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • • • • • • • LOADING. SEE SHEETS 2-4 F4 fWEVW4L IlfTA6LATI4 METJOOWS. • • • • • • • • • • • • • • 2) LINEAR INTERPOLATIONIBETWEEN MULL L�O•THG AWIO%ORWNI1Y WIDTHS IS ALLOWABLE • • • • •• • • • • ••• • 3) MULLION AND MULLION CLIPS SHOW* ARE NAIT TO SQ4LEOFOO EXACTNIMENSIONS, SEE SHEETS • • • • • • • 21-23. HOLES TO BE DRILLTI?IN TI 111-D F�LbWINR DIMLSJSIONACIE:STRICTIONS SHOWN ON FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE • • • • • • • • CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FI (FIGURES CONCRETE BLOCK UNIT4r-MU)BI.4•L CONF064TO AJITM C-90.1 9" SHAW. BE PRESSURE -TREAT • • • • • • • • 5-7) YELLCW SOUTHERN FINE WITH AN SG OF 045. ALUtNNUM SHALL BE 406W5*D BE A MINIMUM OF. MUST BE THICK STEEL STUDS � 8L A MIAIMUM GR/RJE 33 AAD .AtT THICKV 8 GAMG20 STRUCTURAL STEEL • • • • • • • • USED IN BE AT LEAST .125 THICAAWD A31 ALL RNCRORI IN}O ATPR SI-ftL EXTINDIkT LEAST 3 SCREW PAIRS. THREADS BEYOND TH ER .�F70 & #1 H %1*TO WOflD•h�AY C �SAEEL, 18-8 S.S. OR 410 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Ors rss W W x PRODUCT REVISED as complyIny with the Florida Building to41a NOA-No. 17-0630.01 Expiration Date O� 5I By ONY LYN/v /J7� 'Ca •''LICENSE � No.58705 W - •O % 3 .VAI.a7'i A tHDU�I I`\Q(IllfEk,IP.E. FL P.E.# 58705 TABLE14A Mulgon CapacityC.pa.ity Table tbsRta Opening Width (forysrticaly-sPervurg muiiom) or Opening Height (for hodmntally-spars millions) 1601n 501, Rectangular 7rep/Tfiaq. 60 Redarpdar in Trap'Tdaq. 701n Rectangular Trbp'TOarp. eo In Rectargular rnp'Nong. Loafing Lcaelre 90 RectanguW t�dlrp in Tr3pr7daly. Loady 1001n Rechrgalef Load4g Trglrrian9. Load'mg 120 Rod.%10- L40dng in T-P7nerlg, Loads r9 140 Redalpular LosdkV in TraprTrling Leaer9 RecfenguW Loading Tnp'TOeng. Loadng 115"%2.11" x.125" Alum Tube Mull Lneding 2; tmdkv Loedtq Lv+fing Lodby 8 � IDadng �. 1g$• �• � ynLt ,-, ' �• ?�y�• a u a _ r-. 8 ` l�d ` Til �� +$�$ K 5� 8 tt i5 a� 7�i� $� ac d n iS �� zc fir rc" is S� E`� Fc d` 3 a �� 8 d` s� sg�g c ad �Lg`•si i> h 144.2 5M 167.0 428 12D.2 526 14a9 419 7IX/0 528 138.9 414 90.1 MIS 134.6 411 80.1 526 134.1 411 721 5A 1341 41l 60.1 526 134.1 411 81.5 526 34.3 403 134.1 411 78.0 3t4 45.1 5% 30.2 403 134A 411 7a6 371 96.6 403 10a0 333 l?0.5 403 94.7 323 89.0 403 88,4 320 60.4 403 81.4 317 63,7 403 79.1 315 4a3 403 7a6 374 40.3 403 78.6 314 82.3 362 9L0 301 74.1 267 68,11 082 5a7 318 79.3 214 64.2 281 Safi 362 48.5 318 71.9 289 57.7 256 51.5 362 67.2 286 42.4 310 53.5 253 45.7 362 37.7 318 64.6 284 50.8 250 412 362 319 318 618 283 415 249 3 3 362 2a3 3tB 63.6 2B3 49.1 24a 294 367 24.2 318 63.5 263 491 248 25.T 3ri2 21.2 378 83.5 283 49.1 248 67.8 318 49,5 238 Z�C 53.1 rib 41.2 25B 45.7 214 39.1 195 35.3 258-00.7 30.5 234 210 34.7 192 309 258 37.2207 26.7 734 31.6 189 27.3268 217 234 39.9 a14 294 186 2472583J.4 21.4 234 203 28.0 1B4 20.9 258 t7.8 234 32.2 201 26.6 183 t7.7 25B 15.3 234 32220t Zfi.S t63 165 26B 13.4 2J4 32.2 201 26.5 183 ai 427 234 372 213 45.6 9D 39.4 t83 35.6 234 31.0 213 317 2t3 29.8117.9 213 27.0 173 20,6 213 25.1 170 168 213 217 1M 15.5 273 22.2 157 t3.3 2t3 220 166 tt.8 213 65 i20 128.6 179 30.t 165 27.9 iT9 25.8 179 225 178 203 147 16917924.3 161 25.4 140 20,3 iW 21.5 Z 1S1 19.0 161 22S 152 23.5 133 1aH 152 199 1� 17.5 ABLE 148 ArlchorCepeoity TobIt pbe) ' 35kE Hollow CMU FBkd CMUQ61- aal Mete) Anchor Clp Patlems ErflOMM X 13�d• 1514• 1�t4' i�/4" 2' 1-1/d 1.1/4 1 tiP - i VS ti-114 985 m U30 Im 4 AMC ®3- Min. O.C.1(4 2t 5AI191e M.7 (FTg. T} 78D Ins 780 IOt 6801fa t:fa IOs t606 Na fiM I� 550105 N/A M Ibs 748Ins 9B0Im IN21M 9LLs27k CmcleteOtt.5/16'Ek01/4'SS Eko 571EEko ttd'SSEkO 91ZStealAl2 Stealffit6'Ek0 UIlydcm 1/S E1cou6rxmlJlttsm9/16"EkDUllracon114•ElcAg¢eO4ior Ultacm ArScre4(C.5)S[n?W (GS)3ve^r12"rrz o.sa•D.3za• 1.5rB' lases ANCHOR CAPACITY ADJUSTMENTFORMULA: (DP,a) X(ANCHORCAP.,_..,,)=ANCHORCAP.- \\ MULLION CAP.,,,,,,,,,,USE THIS FORMULA TO OBTAIN THE -ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILLYIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES:1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.266" 1 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.FIGURE 1:3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEESHEETS 21-23. • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2•116" FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 125" 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLEDCONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C.90. WOOD SHgLI.�E JyJSU13E-T�EATE� E-lTYELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6064T5 D VI UW OE. 2SiTHICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK (18 G)WGE). STRU(•TURAbSTEE;TOeBEOT • • 1.26"X2.11'X.125" MULLION LEAST.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTENDATWE ST 3 SMEWTHREAB6 B*YOWOD • • (INTEGRAL FIN MULLION) THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S,S.OR •10 .S. • • ••• •• • ••• •• • • •• PRODUCT REVISED as comp)yin with the Florida Building Code NOA-No. 17-0630.01 expiration Date 05/2612021 By Miami Product Control 1t111lfllf . r ..•' �ICENyF'•. �� * : No. 58705 ' �'•MTE!v 70 77 7 1 A.I NHMiILLA, P.E. FL P.E.# 58705 ••• TABLE 15A Mullion Capacity Table Qb6At2) Opening Width (for Bart *sparTirg mLifions) or Opening Height (for WoDr1ta"ar6tg mU110rl9) 60 N 701n 50 in 1901n 100 N 120 in 1140In 160 N Reetan9da 50 in Tmp7Tds+g Rmmn9ular TmprNang Recla d- Trap/Tdan9. Recmm,9dar tmp/Tdmg. RectelglI" Ttap7Tdatg. RetWlgldar Trep/Trlerig. Loadn9 Reotan9ular Loadrg 7rnplTlVng. Loadng ReCargUar Loadng Trapf"""' Lowing RI. -Inner Wadrg ltap/rneng 1mdn9 326" 30 Leering Loadm Lowing Loadng LAdng L.4ng Losdn9 L.00&q Loading Looting Lowing DEG. AL t r a a a^ m a' BAY MULL R€ ff� a CSa ti 3 u Go ag u� �_ on 7S$ d52 c'1 45� ci u� ti kY' `_£ 6$ S $ S; L SF 8 cS_ $ 8 __ a_� cQ a� 5�5�V g� EC' S„ _ B ¢¢ Lg gq 99Y €' t: i�c 6C f6 i'c -� �c ¢¢�, is �pp GG Cg M 1iL �A a6 5@. QK fL a¢ Zc drK Q f �� d 4K 7" 1700 CC 473 170.0 4C 868 170.0 505 '.70.0 992 170.0 519 170.0 1115 170.0 621 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0[12 170.0 621 149.1 1740 170.0 52i 42 in 170.0 5MM 170.0 435 524 170.0 170.0 850 170.0 584 170.0 992 f70.0 6'A 170.0 1133 t70.0 66I 173.0 4275 t]0.0 677 170.0 1417 170.0 680 162.2 ISM 170.0 680 130.5 170.0 680 11l.2 1571 170.0 650 4BN 170.0 TOB 170.0 89fi 170.0 fill 1700 1018 17Q0 6B4 170.0 1195 170.0 723 770.D 1345 170.0 747 164.2 1M3 170.0 756 136A 1443 770.0 756 117.7 170.0 Ise 1NJ 170.0 7e6 50.fi26In 170.0 747 170.0 563 170.0 170.0 691 170.0 17 t6 170.0 754 170.0 1275 170.0 8Q1 tat 1353 170.0 837 144.3 1357 170.0 656 120.] 1353 170.0 efit 103.f 17D.0 861 1353 770.0 B91 SIN 170.0 797 170.0 812 701 170.0 170.0 956 1063 170.0 797 167.0 1215 170.D 878 146.1 1218 1700 g44 t29.9 12I8 159.8 936 116.9 1213 1511 92t 974 127E 148.1 913 53.3 146.1 913 r44,0 1216 115.1 91JB7 So in 170.0 885 170.0 t70.0 745 170D 1116 170.0 850 160.2 1150 168.e B33 131-4 1150 153.0914 116.8 1150 141.9 698 105.1 1150 f342 B55 B7A 1150 126.7 871 7511282 870 1150 1282 870 in 170.0 930 1T0.0 759 152.4 1018 1658 881 .6 1049 1468 BB6 ii4.1 1048 1048 123.4 .1de 1168 830 762 1018 109.4 821 65.3 1002 eiB iD48 108,2 818 BHin Ke 170,0 674 880 147.9 764 1 77.4 WO 126.0 748 f006 8W 110.8 734 8&O 800 1m.0 722 782 880 92.0 712 70.f 880 882 703 55.7 680 792 693 50.3 880 78.5 68B 8B0 764 888 72n J 740.8 125.1 690 99.8 790 106.4 678 85.5 790 83.7 fi6J 74.8 790 83.9 B52 66.5 790 7fie 5{3 59.g 780 71.7 075 {B.9 790 65.1 624 42.5 790 S2,1 519 37.4 790 61.5 617 781n 119.7 790 657 92.3 760 98.1 6" 72.1 750 85.9 832 692 750 77.1 821 81.6 750 70.0 612 55.1 750 8&7 605 ".2760 SB.{ 594 39.6 750 $62 588 34.6 750 65.5 588 78 in 110.8 750 115.5 51.5 563 54.8 483 45.1 567 489 475 /0.1 S6J 44.4 468 36.1 .3 i09 462 30.0 583 38.2 452 25.8 583 33.3 465 22.5 SB3 31A 442 go In 72f 903 74A SO 60.1 569 829 491 495 39.9 421 33.D 495 38.1 415 29.7 496 372 409 24.8 495 29.1 400 21.Z 495 25.8 394 18.6 495 25.0 390 go in 59-4 495 61.1 443 49.5 495 51.5 435 42{ 495 44.8 427 37.1 232 394 24.9 331 20.9 391 22e 72B 17.4 391 19.7 321 14.9 391 17.8 315 108 in 41.7J9f 42.6 353 M.8 >01 3&B 3!B 29.8 397 91.1 142 26-i J91 27.6 337 III N 38.4 370 39.2 335 32-0 370 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21.4 370 22.8 375 192 J70 20.9 712 16.0 770 18.1 3{15 120N 30.4 3i7 30.9 289 25.3 317 26.0 284 21.7 317 22.5 280 19,0 317 18,9 27fi 1fi9 317 17.9 -- 213 1. 1. 17.8 22D 17.0 203 TABLE 158 Cam 1 Anchor Capacity Table b9 3 5k Corm Hdk. CMU F9Md CMU PT Woad Mem1 Anchor CIP Patterns /-1/4 1174 11/4 EmLadmeM (n7 1a/4' iJ/4" 1a/4" 1a/4" Y 17M ma L7/4' 270 Bm 2 1"11 354 Its 740 It. 3741ta 720 ma 9d6 ma 341 Itle 442 ILs 560 8m 2 MoOaE Q 5' Min. O.C. / R) N5 An9m Cite / (Fla. /T 390 Ds 390 A1s 4501M 8801W 2025Ix 510 W 5601W N/A 1120Ibs 748I W 880Iba 18921W 682Itla 865I W 11209. 4 ArchOra 3.5' MIR O.C. / M ZS5 Angle CFVS / (Fq. 2): 70016s 7801tle 79016s 18701tla 8401M WA 10595s NIA 13201bs WA 702210e 1327 Ors 16801br 6 Areh. jj2.71` MIO O.C. 1(2) 2%5 Angle Cli I(Fq. 3): 1120IDa 1120IW 9551W 2246 ibe 2254IW WA SutlalRte: 2.7k lee 1/4" 83 Eko a18" EICO 1/4' SS Ebo A10 Steel at2 Sled #12 Sled Anchr Type' 3ItB" M. Ulfnman 1H' Ebo UNacm 5r18' Ekv UNracon Yt6' Elea Urrneon 7/4' Eko Ultraean gg9rcOamr IraaOon A90raGala 8orcw (GS) 6cmw (GS) 6araw (GS) Y1f8" 1' 2-1/2' 1' 2-1/Y' T 11/8" r 0.18' 0.324' No. Oletarme (In): 1`-1/2' t-va^ Nil - lance TMENT FORMULA: (DIR..) X (ANCHOR CAP.,,"„„„\ ANCHOR CAP., MULLION CAP.,,",,,,," USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, AL SEESHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: 3) MULLION AND MULLION CLIPS SHOWN ARE N07 TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. ANREVPA-� .125" • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON , • • • 30" • • • • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • • • • • • • CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND G9g0T-FILL • • • • 000 • 3.250" • • • • 4) SUBSTRATES: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL BE PRESSU8WrREA5W* • • • • • • • FIGURE 3: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .126' TO BE AT • • • • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .SH THICK GAUGE), STRUCTURAL STEEL 30` BAY N LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 1" S.S. OR 410 S.S. • • • • • • • • • • • • ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. • • • • • • • •• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami-D a Product Control No. 58705 •� ��*`,'� tr_ °S,�ATE 'ONAL LEN A. LYISN �IyLLER, P.E. FL P.E.# 58705 TABLE16A Mullion Capacity Table bslft' Opening Width (fwwr6caAlrsparirig mt/lions) or Opening Height (for hor1Znr#a0y-SPgrTlIr9 M1.2ione) 50 in BO in 70 in Bo 1n 901n too inI. In 1401n too In Reatenptler 7l*TdalO- Rectangdar TmPRdang. Rectangular Trepmerlg Rectersior TIep7Tderig. Rectalgda TraprTdaig. Reclengda Tmldfrieng. Loean Rstan� Rep(Tdeig. tnad L-Ing Rectengumr Tleprdeng. Loadng Lneft ReeedngW Tng ��. 326"45 Laadkq L-eft L-&g L-Ana L-ft Lcac'm Loadmg LeedmO Wading LoMng Lasing DECAL BAY MULLD T1., �afr`'��go¢ g ji,� 42 in 170.0 IRS 1ro.0 435 170.0 744 170.0 478 170.0 tiBB 170.0 SOB 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170,0 521 170.0 1488 170.0 E21 170.0 1735 170.0 521 180.3 1971 170.0 521 48h 170.0 708 170.0 524 770.0 850 1ro.0 SW 170.0 B92 171L0 630 170.9 1133 170.0 661 170.9 1275 170.0 877 1ro.0 107 170.0 880 163.7 1637 170A E80 140.3 1917 170.0 680 722.8 1877 1ro.0 BBO SO.625 in 170.0 747 170.0 W3 170.0 ON 170.0 031 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 7{7 170.0 1484 170.0 7$B 1l7.1 1552 7ro.0 756 128.1 1552 170.0 756 110.4 1552 1ro.0 75B 541n 170.0 797 170.0 612 . 170.0 956 17C.0 W 170A 111E 170.0 754 170.0 1275 170.0 803 170,0 1434 170.0 337 1652 1455 17&0 858 129.3 1455 470.0 861 110.8 143 170,0 $61 97.0 1455 170.9 081 885 170.0 rot f70.0 1063 170.0 797 170.0 1216 170.0 876 157.1 1309 170.0 944 139.7 1309 170.0 996 .25.7 1309 163.5 9B4 1W.8 1308 757.1 902 BB.B 1309 157.1 982 7&B 1309 157.1 982 BOb 631n 170.0 170.0 B70 170.0 745 170.9 It -IS 1ro.0 850 1829 1247 170A 940 IQ2 1247 1W.5 9e3 136.7 1247 1520 805 11l.0 1247 I_3 952 9S.0 1247 17B2 936 81< 724T 135.7 915 7t.3 7217 735.7 035 88b 170,0 974 1ro.0 789 1ro.0 1169 1roA 903 116.4 1100 193.7 965 129.9 1190 147.9 945 115.4 1190 136.5 B28 1C3.9 1190 128.4 014 84.8 1180 1195 E96 742 1190 116.1 893 W.8 1190 116.1 893 c T21n 761.E 10f0 168.8 877 134.7 1010 1H.6 858 115.! 1010 1272 542 1D1.0 1010 114.7 928 89.8 1010 105.6 817 Ba.8 ISIS 98.0 SW 679 1010 90.8 795 57.7 1010 87,8 79C 50.5 1010 87.7 759 761n 137A 908 143.6 792 U4.5 900 1270 T75 98.1 BOB 107.1 761 a5.9 got 96.2 749 7&3 906 88.2 738 S8.7 9W 82.3 729 $7.3 GOB 74.7 718 49.1 BOB 71.2 710 629 906 rob 708 ee '.E 78 in 127.1 081 132.5 754 1059 881 112b 736 9D.8 eel g8.5 725 79.4 Bel 98.5 713 70.8 861 81.0 703 63.6 861 75A $94 530 561 63.1 Sal 45A 861 54.5 675 39.7 861 M.7 672 59.1 SIB 67_9 SW 51.7 M 56.1 545 45.0 646 50.2 537 41.4 646 47.0 530 34.5 646 41.5 519 29.5 8{B 382 511 25.8 646 36.5 507 9D In 827 W6 85.4 574 63.0 W6 721 554 426 SH 45.0 483 37.9 668 41.4 478 34.1 56a 3&1 4ro 26.4 588 33.4 458 24.3 668 30,5 452 21,3 568 28.7 447 96 in 682 558 70.1 508 58.a 5H8 59.1 492 48.7 565 51.4 491 382 23.9 40 2&1 377 20.0 M9 22.7 388 17.1 449 20.4 381 15.0 449 18.9 758 1081n 47.9 442 48.9 405 39.9 449 412 399 342 440 35.7 393 29.9 449 31.7 357 2&6 449 28.6 III in 44.1 425 45.0 386 36,8 425 37.9 379 31.5 425 328 373 27.8 425 29.1 357 24.5 425 282 362 22,1 125 24.0 358 18.! 425 20.7 350 15.8 425 18.8 343 1208i 74.9 3W 35.5 331 29.1- 304 29.a 326 24.9 3W 25.3 32, 21.8 3W 228 317 19.4 3e4 20.5 313 17.5 364 IV 309 144 h 202 253 20.4 233 16.8 Z53 17.1 230 TABLE 168 Anchor Substrate: 2.7k Concrete Ca qc Tabk([be) 3.5k Cane. rbeax CMU FINed CMU PT Nbod Mehl AncMr Type: Ebo Ultn+aon 1/4" Eko llMeoon S18' Eba Ultracan a16' Eko Ul-. 1/4' Eko U9eaon tIP 55 Eko ApG.. Y78' El- Uttea9n 7W SS Eko AggRG&W #10 Steel Scew (G5) #12 San Screw ((75) #12 Steel Sxw ((35) Anchor CAP Patterns 2-1/Y V 2-1/2' 3-718' 1' 2-1/2- 1- 2-1l2' Y 11!8' Y 0.48' 0.54' 0.924' Edce Ustmce (aK 1' 1 1J!4• 7 Y1/4' 1•V4' 1-V4' 4- 1-1/4- 1-t/4' Y 7JI8' 1-318' uaiers Embedtnerrt Ml: 1Sl4• 2 Ancilwn 5' Min O.C. I (2) T75 Argk Clips / (Fq. 17 390 0n 1SI/' 390 be -3!4' 4501ba 8901be 1700 b Elba 2801M 354 Ors 740 flxi 371 Ifxi T2016a 940Ibs 941 Ibe 442ISa 5W be 1120 ba 4 Anolga Q 35-Min O.G / RJ 2a5 Anpk C9ps ! (Flp. 2} 780 63 780 Ns 7901ba 7670Ibe 2525 W 51015a 560 ibe WA 11291ba 74B Ibs BBO tbs 19921bs 6821ha 8861a 1(eO lb, a AnGgra 271' Min O.G / (2) 2a5 Anp1e CBDa / 1F0 31: 1120 the 112010s eye IOe 22461ba 22W la WA 8101ba WA 10591be WA 1320 bs WA 10221W 1327 Na FIGURE 1: TABLE NOTES: EEI� 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ONE REETS42". • • El • • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GR%r-FILL FIGURE 3: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0-90. WOOD SHALL BE PRESSUf?J,TREAT cM • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" • • • • THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .SH THICK GAUGE). STRUCTURAL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. • • • • • • ANGLE CLIP (FIGURES 1.3) MUST BE USED 1N PAIRS. • • • • • • • • • nrUFNT FORMULA: = AN CHOR CAP.,"e, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 45' BAY MULLION ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n rO LUCO s o A LU 0� U, o ® N U v a. Q ¢ Z O g c°3 a Si PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0630.01 Expiration Date 05/26/2021 1 Y LYN No. 58705 O,� •. TATE F .>y ' CCS �'•��OgqRIDP.•�'�� '''A.'L'YNNBY'11 SE4�,�P.E. FL P.E.# 58705 i .125' I STANDARD CLIP 2 000' I 1163- 1 ALUM. XSECTION I r.125" L 5.500' CUT HERETO .375" .375" 3.125"-"{ _ CREATE FCLIP, SEE4MIN. MIN. r DETAIL F, SHE Ef 4 I L_ -___-J L__--___J rE r- STANDARD CLIP fi063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER. ANCHOR DIAMETER+ 1116". 5.500".375" .375" MIN. MIN. ---- I I I 1 I 1 I I I I OF SET CLIP ALUM. 1 B {-H r--,T -T 2.125" U-CLIP 6063-T6 ALUM. X-SECTION .125'_T --i .740" F-- 338" MIN. A I U-CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116", 1' X 2.75" X .650" MULLION 6063-T6 ALUM. XSECTION 2X5 ANGLE CLIP 6063-T6 ALUM. 2 X-SECTION 125" � 5.000"---"-I .375" MIN. F-- -- -- 2X5ANGLE CLIP 6063-T6 ALUM. TOPMEW PDArSHED.OUNDARY. R OF ANCHOR HOLE MUST LIE WITHIN THE SEE SHEETS 5-18 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116". Mull Dimension (sheet#) PGT Part# Mullion Std. Clip OftsetClip U•Clip Angle If 1" X 2" X .125" (5) 66605 666113M 6661118M I 666243M 666511 M ill X2"X.375"(6) 666006 666114M 6MIJ19M 668244M 666512M V X 2.75" X.376' (7) 66607 666115M 6661120M 666245M 666513M 1"X2.75"X.65D'(8) MOB 666116M 6661121M WM46M 686514M V X 3.125" X.500" (9) 66637M 6661116M ` 1114M f662`2N1• 466 iAM 1.25" X3.188" X.26B(12) 65641M 5661117M ftl113M 874 • 5 M 1.26" X 2.11' X.125" (18) 69370 N/A • -WA • • • • M • • • TABLE A Dimension Value pn) For Mullion: A 1.625 1" X2" X.125" Aluminum Tube Mullion B 2.654 C 0.895 D 0.740 X2° X.375' Aluminum Tube Mullion a1" 875 i"X276- X 375AluminuTube Mullion D 1.118 A 1.312 1" X 2.75" X .650" Aluminum Tube Mullion B 3.000 C 0.476 D OB36 A 2000 1" .500' Alum Alum Tube Mull B 2637 C 0.863 D 1.137 A 2.625 X.2 X385" Allumum .2 Tube Mull B 3,262 C 0.862 D 1.762 • A 1.813 1.261 X2.111 X .121" Alum Tube Mull •• NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. • ••• •• • ••• • 2) SEE SHEETS 5-9. 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCA:ONS & AN: HOR O.C."'DISTAN &. • • • • • • • • • • • • • 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • • - • • _ • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as compl&p with the Florida Building Gode NOA-No. 17-0630.01 Expiration Date 05/26/2021 By -_ Miami- a Product Contra ` .a,NY,LYNN/ �'��.•'� 1,10ENSF �'• �� * •: No. 58705 0� s TE d'S�O . • 2tv FL�P.E. 8705 125" X 3.25" X.100" 126" X 3.25' X.624" MULLION MULLION 6005-T5 ALUM. 6005•T5 ALUM. X-SECTION X•SECTION f .125° STANDARD CLIP 2.000" 6063-T6 ALUM. X-SECTION 125' f 740" •" R {-� �.125"� ,X -i I-.tzs oY y 2.125" 2X5 ANGLE CLIP U-CLIP 2.000" 6063-TB ALUM. to 6063-T6 ALUM. XSECTION 125" N X-SECTION u 3 U Z �Nz 125"r O CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J DASHED BOUNDARY. SEE SHEETS'10.20 FORTHE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR W m o a HOLE DIAMETER: ANCHOR DIAMETER+ 1116'. CUT HERE TO I .375" .375 3.125'j CREATE F-CLIP, SEE MIN. j DETAIL F. SHEET 4 I I I I i I I 1 I I I I ( I I I I I I I I I I 1 I 97Y I I I I p IF 1 I I I I 1 I I I I I I 1 I 1 I I i I I I `- / t STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 10.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16", .375" CENTEROF ANCHOR HOLE I MUST LIE WITHIN THE DASHED BOUNDARY. SEE F SHEETS 10.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM I ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1i16`. U-CLIP 6083•Te ALUM. TOPVIEW TART F 1` �2.661'2 I 1.87 � Q. I MIN, 376".375' 1.37T� •125 fl/ 1 t I I I 125' I I I .125 45° 2.250" I I t I I 1 30" j I 1 t I t 3.25745, BAY MULLION 3.250' 1 i 30'BAY MULUON 6063-TOALUM. L-------- -- • 8063-TB ALUM. I X•SECiION • • X-SECTION I G OFFSET CLIP • • j 11 .125' M63-To ALUM. • •226"� i-•981""-I ,740' _ - TOPVIEW • • NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10, 11, 13-15, 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS, 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Dimension Value (In) For Mulllon: F 3.687 1" G 1,000 .125" Ahmilrum H 2.680 1 3-- Tube Mullion F 3.187 1" X4" X G 0.757 .375" Aluminum H 2,430 1 3.000 Tube & "T' F 2.250 1.26' X 3.25' G 0,750 X.100" Aluminum H 1.500 I 3,250 Tube Mulbn MIN. F Z z wg _ -----------i 375' - 3' eO r--------- MIN, j d & 6 Z I 1 I 1 J H- J v Z z Q •n m ------- I r F QAZ N "Ou0 I Z S o' j W m `1 Y � J N In --------------------- � a 3 w TART F 1` r.nNIT Value (in) For Mullion: 1.938 0.500 1.25" X 3.25" X.624" Aluminum Tube Mulllon D 1.438 3.260 2-625 i.125 1.25'X3.94" X.624' Aluminum Tube Mullion 1.500 3.260 F 2.813 30' Ba Mull F 2.875 45' BayMull 2XS ANGLE CLIP` ra'O•( 6063-T6 ALUM. TOPVIEW PRODUCT REVISED as eompfgvig with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 Mull Dimension • • (1heet) • PGT Parts! ullign td. Clip Offset Clip U-Clip Ancle Clip to X4' MR5' (qD) �304 W6111M 6661122M 6e8241M B68516M 112M 6661123M 666242M SN519M d'Y4"X.WS'T 00 1.25" X3.25" X.100" (13) 1.25" X3.25' X.624" (14) 46669 20160Y20312 20181I20315 008112M W0127M OW1126M 6661123M 6661124M 8651125M 686242M 66EMOM 6W2411M 666519M 66W 157 6665116M 1.25' X3.44' X.624' (15) 20162 6661117M 6661128M 666241M 666517M 30 (19 N/A WA 8685110M 454geee (20j• 66650 • WA • NfA WA 6665111M • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ��•' VICENSF No. 58705 At S, /Ot'ALIENG��` A. LYNN MILLER, P.E. FL P.E.# 5B705 M21X4X.25"(16) n PGT Part# Mullion Std. Clip U-Clip Angle Clip i -.125' --j--.125" �{ t.•-.125" 6 6602 666261M 666271M 6665112MSTANDARD CLIP U-CLIP 2X5 ANGLE CLIP 7) 66604 656262M 666272M 6665113M 6063-T6ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 2.000" X-SECTION 2.125' XSECTION 2.000" XSECTION NOTES: 1 .125' .125' L .125' 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING L T 777,722Z222222=111411"r ........ DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE-1.490'-� HOLE LOCATIONS. 1.490' 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500" 2.000° 4.000" .250' 2" X 4" X .25" MULLION 606346 ALUM. X-SECTION 250" --2.000'---j 2"X6'X25' MULLION 6063-T8 ALUM. XSFCTION CUT HERE TO 3.500" � �'I CREATE F-CLIP, .375' r _SEE DETAIL F, MIN. .375' MIN. SFEEf 4 � I I I I I I 3.438" + 3.438" 1438' L I I I 1 I I I I STANDARD CLIP U-CLIP, 6063T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALL SED FOR 2' X 4" MULLION SHFET 16 WITHIN THE DASHED BOUNDARY. SEE TOPMEW TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER- 1/16", 5.500" CUT 71ER3.500"'jCREA,375" .375"-SEEMIN. MIN. 1 r SHEET4 1 E- -- I I I I I I I I I I I I I I I I I ---------------.I f I I I I I t I I j I I I I I I I 5.4 4.888' I -- STANDARD CLIP 6063-T6 ALUM. TOP VIEW / CENTER OF ANCHOR HOLE MUST LIE -WITHIN THE DASHED BOUNDARY. SEE SHEETS 16-17 FOR THE ANCHOR O.C. . -DISTANCE MAXIMUM ANCHOR HOLE DIMETER ANCHOR DIAMETER + 1/16". -_�_- .375" I I * 5.438' 8" 5.d38" .375' MIN. r--------------------- I 1 I 1 I I I I I I I 1 I 1 1 .375' MIN 2X5 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM• WITHIN THE DASHED BOUNDARY. SEE TOPVIE'N SHEETS 16-17 FCR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER + 1/16". r_____________________1 I I I 1 I I I I I I I I I I I I I I I I I I I I I I I 1• • I L_____________________J U.CLI& • • • • • • • • • • 7XS ANGLE CLIP 6063-T•ALW1. • • • • • • :063-TBALUM. USED FOR 2" X 6" MULION SIE6.T 17 • • • • • • TOPVIEW T'OPVIOW • • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN. Q Z .. 0`3 m o. rp Q 0 co m0 co Zh O d° n LU ® K O O d (L e Z t!) to y m0 X 0 7� g � of o FIS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Dat 5/26/2021 By Miamia Product Control I11 n I�h a�N`( LYN/V ��:.-'�UIGENSF'4f�C��P .* No. 58705 . .375' MIN. 9 _ CC ' F<ORIDP..•' X AL is A. Ll' MILL�K. P.E. FL P.E.#58705 EXAMPLE T2" MULLION LENGTH 1: SINGLE VERTICAL NO ANCHORS EPAPPROVAL NO PNCHORS IN 3z• �I OPENING MULLION PJ HEAD - SEE DETAILS, SHEETS 23 ^ DESEE TAILS , SHEETS 23 WINDOW SILL 32' '-'_ W WIDTH THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF +60.0/-60.0 PSF. 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72- AND THE OPENING WIDTH IS 32'+32+1'=65. RFFERENCINGSHEET 25, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED" DESIGN PRESSURE OF +60,0t-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A SHEET 7, THE 1"X 2.75" X .375" MULLION (LENGTH = 72", OPENING WIDTH = 707 MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE V X 2.75" X .650" MULUON (LENGTH = 72'. OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REWIRED OF 636 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #'12 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLICN AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED POR THE EXACT DESIGN PRESSURE OF 60 PSF. 636 LBS) = 524.9 LBS (MAYBE USED TO QUALI (60 PSF) X ( FY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF ® co Z j W ~ Z n $ $ a ' q O LL N -: a U I.LU N W U) V) O ~ W M LU Z Q m T U THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-3/8'. THE OPENING REQUIRES A zZ DESIGN PRESSURE OF +50.0/-55.0 PSF. Q ti FOR THE VERTICAL MULLION: Z a Z 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72'+i'=105' AND THE OPENING WIDTH IS 36'+36"+1'=73'. REFERENCING SHEET 25, Q ! o THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3/8' AND WILL A$' EO bl $ MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. EXAMPLE 2: MULTIPLE MULLIONS sEEDETAILS, FROM TABLE 3A, SHEET 7, THE 1"X 2.75" X .375' MULLION (LENGTH = 10B', OPENING WIDTH = B0-)MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF LLI O- MULLWIDTH--1 f-- SHEETS 23 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 16, THE 2' X 4" X .250" MULLION (LENGTH =108", OPENING WIDTH = Sn HAS A DESIGN PRESSURE OF+/.64.7 PSF WHICH EXCEEDS THE REQUIREMENTS IL e Z U O 'L .'O FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. a i'.0 3Z, SEE SEE FENESTRATION DETAILS, BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNT,THE ADJUSTED OPENING WIDTH M 36+36"+2'=74", NOT 73" AS PREVIOUSLY N IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MI pROWCTS SHEETS ASSUMED. VERIFY THAT THE DESIGN PRESSURE PRODUCT REVISED APPR(NAL 2J1 �- THE 73'DIMENSION (35-12'+35-12'+2"=73'). 85 complying with the Florida Buittling Code - 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED NOA-No. 17.0630.01 CONCRETE HEADER AND SILL ARE 8' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER' S EDGE DISTANCE. VERTICALI L I USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-12' GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND Expiration Date O5/2612021 MULLION ` -, SEE SEE THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. > B LENGTH DETAILS, DETAIL E. SHEETS FOR THE HORIZONTAL MULLIONS: w Miam da Product Control OPENING SHEETS 24 HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2' X 4" X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER FOR MULLION MULLION TYPE COULD BE CHOSEN. THE MULLION LENGTH IS 36' AND THE OPENING HEIGHT IS 32"+72"+2" =106. REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE 0 1) USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (@ LENGTH = 42", OPENING HEIGHT =120') HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE � REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LEE. SEE DETAILS, 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REWIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE B' Z SHEETS WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH 2-3 (4} 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED m r .`a(3NY ANCHOR CAPACITY OF 521 LBS. • • • • • • • • • • • • ..... '• 36•1 NORM 30•, Ho51Z MULL LENGTH MULL LENGTH 4) FOR THE U-C LIP IN THE HCRIZOM'AL MULLION TO VERTICAL MULLION, USE THE SASE ANCHOR ClIPAQITYOF 511 LE5. ABLL012AOR THE U-CLIP SHOWS THE ANCHOR USING 3 ANCHORS, WHICH IS GREATER, AND THEREFOR? SUITABLE F R T�i� gEQ1 CAN:V: CA4/CITY REQUIREMENT OF 521 LBS. THE o � ��`� LICENSE • . i Z P, OPENING WIDTH FOR VERTICAL MULL CAPACITY IS 1074 LBS WHEN ANCHOR TYPE IS A #12 STEEL SCREW, F- _ NO. 58705 FROM THE ABOVE STEPS. OUR MULUON DESIGN PRESSURE IS: • • • • • • • • , • • • • ^ 7. -� _ -_ +/-64.7 PSF FROM THE VERTICAL MULLION; FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; { N A �1--y7 44/- SATE ' +/-170.0 PSF MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). 4y i�T'•. F -•-.(L` ` +/-170.0 PSF FROM THE 36' HORIZONTAL PRESSURE IS+/-64,7 PSF AND WOULD APPLYTO ALL OFTHE MULLIO S.40* ��ss'�/ORIDP•' G�� THE LOWESTDESIGN O I�� `'�/ �1��NAL THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MyLLIXY•i SYSTEM. THE LQkUER DCWIG*PRESSURG, OF t LLIQNS OR FENESTRATION s ' VERITY PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRFf THAT TjIE BO-Oi TINE MULLION lWD IWE FWNESTRMPOI6 PRODUCT BE INSTALLED IN d A. LYfVIU11UIP.L�R, P.E. 00 ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATE6 AID FENVARATION♦RQDU0IS TO MULLIXII. • 6.0 FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • EXAMPLES OF RECTANGULAR LOADING: i I I I PW MIAMI',� �I II��/IIIII� ��II LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS II!.�%//.ij lkli%'III LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING: II_.... — 1 -- --/� ,,, , EFIlso, / LOADING OF VERTICAL MULLION ui z J . W 'E & gg Ai -"O Z LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION j Q EL o � Z m Q 8 rn F Q q X Z! CD PW PW PW a L W ..z so d (O so a PW _ $ (0 W K Z Y Y ® Q U) ri) Q EL Z vol � SHIDH O U e— 9 ee� 6 n x ¢' / 4 O� PRODUCT REVISED / / w as eompl In ith the Florida y g Building Code '17-0630.01 NOA-No. PW PW HR Expiration Data 05126/2021 LOADING OF (2) HORIZONTAL MULLIONS LOADING OF HORIZONTAL LOADING OF FIORIZON7AL MULLION MULLION By mi. Wj a Product Control NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN ?W 171 MAY BE EXTRAPOLATED FROM THOSESHOWN. • • • • • 2) IF THE LOADING TYPE CANNOT USE \�� `� NY tYNN '• •{GENg ��C • • • • • BE DETERMINED. RECTANGULAR LOADING. �J`�" •• �' F ',�� • • • • • • • • • • • • • • • 3) SEE PRODUCTS' APPROVAL FOR No. 587o5 * ;'_ * — • • • a • • • �y • • j ACTUAL ANCHOR LOCATIONS. °; TA SGD sS/o ...... NAL �N `�. • • • LOADING OF VERTICAL • • • • • • • • • WAQIN•C�F 4PRIJ&TAL • • A. L^fNhII,0 LSE�i, P.E. MULLION • • • • • • • rULLION• • • • FL P.E.# 58705 Or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Address: 1569 NE 104 St. Item # Description Total Demolition- Remove Floor tile; Remove all areas for construction including but not limited to: tie beam at new addition; cutting of slab for piles, grade beam and plumbing; Remove block walls as per 1 plans, Remove and shoring; existing bearing wall on first floor for $8,500.00 new steel; Remove all bath.; Remove drywall as needed; Remove upstair wood siding. Remove soffits at first floor pool area for stucco. Concrete work -prep and pour columns ; prep and pour grade beam • • �•�; and tie beam. Rebar all cut slabs and pile areas & pour. Termite ...... 2 spraying; pour tie downs and sills at windows and rebar; tie downs $9,500.009 • • for new block at old door area. pour slab for addition floor. Pour 2" ,• •• •. slab at all brick floor areas. Block windows as needed. Framing- First floor- laundry, bedroom closet wall and garage wall; •. �... 3 and addition interior and exterior soffits and cielings; Second floor- $5,500.60 master bath walls, closet, linen closet; framing for new impacts. • • 4 Steel- Install steel beams and piles per plan ; Install steel columns $14,000.00 and window plates 5 Plumbing- per plans; new cast iron, and water line to street; new $14,500.00 copper as needed 6 Electric- per plan; new service and rewire, includes all highhats and $19,500.00 trims, 7 Mechanical - Install one new A/C unit and ducts for downstairs. Re- $6,500.00 duct upstairs. 8 Tile Installation - entire first floor; garage bath floor and shower; $7,000.00 Second floor bath and guest bath 9 Upstairs flooring installation and materials-- Laminate wood floors $11,500.00 upstairs including refinishing stairs to match floors. 10 Kitchen cabs $15,000.00 11 Kitchen Tops $5,000.00 12 Doors/casing -Doors; base, case and wood window sills. $5,500.00 13 Drywall -smooth texture; window and slider returns. $6,750.00 Painting- Interior prime and paint, stain and finish wood work( 14 doors, base, case and window sills); exterior prime and paint; and $5,500.00 stain soffits. 15 Insulation- Second floor and first floor and garage. $3,500.00 16 Stucco- exterior of house and pool first floor soffit. $5,500.00 17 Impact windows and doors $30,000.00 18 Tile for first floor $5,400.00 19 Tile for baths $5,000.00 20 Bath fixtures $5,000.00 21 Light fixtures $3,000.00 22 Appliances $11,500.00 Profit and Overhead 13% $26,409.50 Proposal Grand Total $229,559.50 •••• •.•• Page 1 of 1 5004016427 5004016427 Uniform Residential Appraisal Report File# 01-16067206-01A The purpose of this summary appraisal report is to provide the lender/client with an accurate and adequately supported, opinion of the market value of the subject property. 1 Property Address 1569 NE 104th St City Miami Shores State FL Zip Code 33138 --........................................................ .............-...................................................................................... _...................................................................................._................................................................................................................................................................................................... Borrower ALAIN GONZALEZ Owner of Public Record EDITH DONALDSON County MIAMI-DADE Legal Description See attached addenda. Assessor's Parcel # 11-22-32-032-0160 Tax Year 2015 R. E. Taxes $ 8,158 S! Neighborhood Name RIVER BAY PARK Map Reference 11-22-32 Census Tract 0012.06 Ui....................................._....................................................................................................................................................................................................---.....................................................................................-.............................--.................................................................. Occupant ©Owner []Tenant ❑Vacant Special Assessments $ 0 ❑ PUD HOA $ 0 ❑ per year ❑ per month Properly Rights Appraised © Fee Simple OLeasehold 00ther (describe) E' Assignment Type Purchase Transaction ❑ Refinance Transaction ❑Other (describe)_ C' Lender/Client TO BANK, N.A. Address 12000 HORIZON WAY MT LAUREL NJ 08054 T, Is the subject property currently offered for sale or has it been offered for sale in the twelve months prior to the effective date of this appraisal? ®Yes ❑ No Repot data. sources) used,._offerinq.price(s),._and.date(s):..............--- .............................. .......................................................... ........._............................................................................................................................................................................ ..................... DOM 126;PER SEF MLS#A10092784, THE SUBJECT PROPERTY BEEN LISTED FOR SALE ON 06108/2016 AND IS CURRENTLY UNDER CONTRACT. 11 R did ❑ did rat analyze the contract for sale for the subject purchase transaction. Explain the results of the analysis of the contract for sale or why the analysis was not performed. .. _ .. ..................... _— ...........— —-----...__............— — ........ C': Arms length sale;Arms length sale,THE SUBJECT IS CURRENTLY UNDER CONTRACT FOR $1,050,000 WITH NO UNUSUAL ITEMS NOTED APPRAISER RECEIVED A UCONTRACT FROM THE DEVELOPERISALES OFFICE AND IT WAS SIGNED BY ALL PARTIES. N Contract Price $ 1.050,000 Date of Contract 09/13/2016 Is the property seller the owner of public record? X Yes 0 No Data Source(s) PUBLIC RECORDS Is there any financial assistance (loan charges, sale concessions, gift or downpayment assistance, etc.) to be paid by any arty on behalf of the borrower? ❑.Yes ..❑X No ___ _- R_..._...........................................................................................................................--__.........._........................................................................................._.........__........._...._............P............................__...................................................................................... ................. . If Yes, repod the total dollar amount and describe the items to be paid C, $0:;NONE k Note: Race and the racial composition of the neighborhood are notes raial factors. Jlmghtiartwod Characterlatics _ One-UnitHousinp TrwAs Om-Wfit Housing Piesent Land Uss % IN Location El Urban ® Suburban ❑ Rural Property Values ® Increasing ❑ Stable ❑Declining i PRICE AGE ......... One Unit 70 % .. .. E} Buift_Up © Over 75% ❑ 25-75% [J Under 25% Demand/Supply � Shortage 0 In Balance El Over Supply (yrs) 2-0 Unit Growth ❑ Rapid 91Stable ElSlow Marketing Time © Under 3 mths ❑ 3-6 mths ❑Over 6 mths j 95 Low 1 Multi -Family 20 G; Neighborhood Boundaries 3,685 High 91 j Commercial 10 % ........ ' THE SUBJECT IS LOCATED NORTH OF NE 82ND STREET, SOUTH OF NE 121ST STREET, EAST OF BISCAYNE ""' """""""" """ "'' BLVD AND WEST OF BISCAYNE BAY. 5o0 Pred. 65 i Other % ............__....................._......_............................._.....__......._..._....._................_....__...............................................................................................................................................i................._....._. 0.................................._........_........................_..........................._......._............................. Neighborhood Description RTHE SUBJECT IS LOCATED WITHIN THE CITY OF MIAMI SHORES, FL. ALL EMPLOYMENT CENTERS, SCHOOLS AND SHOPPING FACILITIES ARE WITHIN TYPICAL MARKET, EXPECTED PROXIMITY. Q,. ' Market onditions(including support for the above conclusions MARKET CONDITIONS IN THE SUBJECT NEIGHBORHOOD INDICATE AN INCREASING TREND OF HOME PRICES. THIS OPINION IS BASED ON THE MARKET CONDITIONS FORM 1004MC ATTACHED. • • • • • • • Dimensions 75 X 119 Area 8925 sf Shape RECTANGULAR View B;Wtrecn Canal tr • S afic Zoning_Classlfication RS Zoning Description SINGLE FAMILY RESIDENTIAL Zoning Compliance ❑f< Legal ❑ Legal Nonconforming (Grandfathered Use) El No Zoning ❑ Illegal (describe) • • • • • • i • ............... • .............. Is the highest and best use of subject property as improved (or as proposed per plans and specifications) the present use? ® Yes ❑ No If No, describe* • • • • ... _ .. ....... ..... ... _� ... .... .......... ......................................................• •. • • • •......... .•..*._�.... utilities Public Other (describel Public Other (describe) Off-s ite lm rowements—Type _ • Public PnuMe { Ele.tricily_ Water © ❑ MUNICIPALITY _-- _-„StreetASPHALT__,_— • • �� i"•.i-i• L❑J• T' Gas ❑_ ❑ NONE SanitarySewer © ❑ MUNICIPALITY --- Alle NONE • • • • • • ❑ -----------—Y..... _...._._.._._-.._ _ FEMASpecial Flood H ..... ..........................._._.........._..._..............._................................_............................................_...................._..._............_......_.........._._........._......................._............................................................................................................._ ........_ .......__... Are the utilities and off -site improvements typical for the market area? © Yesdescribe.• • • • • ❑ No I(No, Are factors land ❑ Yes ® No If Yes, Oescribs. • there an adve se site conditions or external (easements, encroachments, environmental conditions, uses, etc.)? y........................................................................................................ ......)............................................................................................ NO VISUALLY OBVIOUS ADVERSE EASEMENTS, CONDITIONS OR ENCROACHMENTS OBSERVED DURING INSPECTION. SUBJECT IS OF LEGAL AND CONFORMING• USE. A CURRENT LAND SURVEY OF THE SUBJECT PROPERTY WAS NOT PROVIDED TO THE APPRAISER. SUBJECT HAS A OCEAN ACCESS CANAL VIEW.. • General DesCllptlen Eoundatlon Exterli r Dascn_ptwm hltMiOr matdigt5/conddion Units ® One ❑One with Accessory Unit ® Concrete Slab ❑ Crawl Space Foundation Walls CONCRETE/AVG Floors TILE/CPT/ORIGINA ..............................._................................._--................_....................... # of Stones 2 ❑ Full Basement ❑ Partial Basement _._..............._............__.._._..............__....... _..._.........._.. Exterior Walls CBS/AVG Walls DRYWALL/Original Type❑l� Det. ❑ A ft. .................. ..................................... ❑>< Existing ❑ Proposed ❑ UnderConst. Basement Finish 0 % Gutters & Downspouts NONE Bath Floor TILE/ORIGINAL ...........................................-.._.........._........._.............__............................................................................................................................._..............................................................................................................................—............_........... Design (Style) CONTEMP ❑ Outside Entry/Exit ❑ Sump Pump_ Window Type AWNING/ORIGINAL Bath Wainscot TILE/ORIGINAL Year Built 1967 Evidence of ❑_ Infestation Storm SashAnsulated ACCORDION/Original Car Storage ❑None I, Effective Age (Yrs) 20 ❑ Dampness ❑ Settlement Screens YES/ORIGINAL © Driveway #of Cars 4 Attic ❑ None Heating © FWA ❑ HWBB ❑ Radiant Amenities ❑ WoodStove(s) # 0 .............................................................. _ ............................... Driveway Surface ASPHALT p_ _ W ElDrop Stair ❑ Stairs ❑Other Fuel ELECTRIC ❑ Fireplace(s) # 0 © Fence CH LNK 91 Garage #of Cars 2 Q'' ❑ Floor © Scuttle Cooling © Central Air Conditioning © Patio/Deck OPEN ® Porch OPEN ❑ Carport #of Cars 0 ................................................................_.............................. p< ❑ Finished ❑ Heated ....... ....... ❑ Individual 1 ❑ Other ❑fc Pool OPEN ❑ Other NONE © Att. ❑ Det ❑ Built-in M; Appliances ©Refrgerator ®Range/Oven © Dishwasher ® Disposal ®Microwave ®Washer/Dryer ❑ Other (describe) E;° Finished area above grade contains: 9 Rooms 4 Bedrooms 4.0 Bath(s) 2,812 Square Feet of Gross Living Area Above Grade ...................... ..... .... T' Additional features (special energy efficient items, etc) .... .......... ....._..., STANDARD Describe the condition of the property (including needed repairs, deterioration renovations, remodeling, etc.). _ C4;N0 updates in the prior 15 years;THE SUBJECT APPEARS TO LACK ROUTINE MAINTENANCE AND WAS IN ALL ORIGINAL/AVERAGE CONDITION AT TIME OF INSPECTION. MINIMAL PHYSICAL DEPRECIATION IS DUE TO AGE. THERE IS NO APPARENT EVIDENCE OF FUNCTIONAL OR EXTERNAL DEPRECIATION. THE FLOOR PLAN IS FUNCTIONAL AND CONFORMS WITH OTHER HOMES IN THE NEIGHBORHOOD. Are there any physical deficiencies or adverse conditions that affect the livability, soundness, or structural integrity of the proper y?. ❑ Yes ®No If Yes, describe _ THERE DOES NOT APPEAR TO BE ANY PHYSICAL DEFICIENCIES OR ADVERSE CONDITIONS THAT AFFECT THE LIVABILITY, SOUNDNESS, OR STRUCTURAL INTEGRITY OF THE SUBJECT. NO FUNCTIONAL OR EXTERNAL OBSOLESCENCE NOTED. THE UTILITIES WERE ON AND FUNCTIONAL AT TIME OF INSPECTION. .._.._.................................................... ....._....................-....................._................_......... -----......................... ..._—.-..---....... ._............ .................. ................................ ._.._........................ ..-......_._._............................................-......_..._........._......................................... Does the property generally conform to the neighborhood (functional utility, style, condition, use, construction, etc.)? 21 Yes ❑ No If No, describe ` THE SUBJECT PROPERTY APPEARS TO CONFORM TO THE NEIGHBORHOOD FUNCTIONAL UTILITY, STYLE, CONDITION, USE AND CONSTRUCTION. i Freddie Mac Form 70 March 2005 UAD Version 9/2011 Page 1 of 6 Fannie Mae Form 1004 March 2005 Al Ready 5004016427 5004016427 Uniform Residential Appraisal Report File# 01-16067206-01A There are 10 comparable properties currently offered for sale in the subject neighborhood ranging in price from $ 999,000 to $ 1,320,000 There are 13 comparable sales in the subject neighborhood within the past twelve months ranging in sale price from$ 840,000 to $ 1,265,000 FEATURE SUBJECT I E SAL # i ICOMPARABLE SALE # 2 COMPARABLE SALE # 3 Address 1569 NE 104th St 1141 NE 90th St 1051 NE 86th St 2002 NE 122nd Rd Miami Shores, FL 33138 Miami Shores, FL 33138 Miami Shores, FL 33138 North Miami, FL 33181 ............................................................... . Proximity to ..... . ............ . . ........ .......... .............. 1.02 miles SW .......... . ............... .................. --- .................................................... 1.28 miles SW .... ....... . .. . ...................... ....... ............................... 1.31 miles NE .Subject. Sale Price 1,050,000 ...... .. .............. . ............................. ............ E ... ....................................... $ 1,200,000 .. ............................................ $ 1,055,000 .................................................... 945,000 .... Price/Gross Liv. Area $ $ 347.42 sq.ft.- —..$ 516.40 sq.ft.. 384,3.0 sq�ft. .P- -Sale Data Source(s ................ SEF MI-S#A10026899;DOM 100 SEF MLS#AI0026529;DOM 205 SEF MLS#F1003423;DOM 68 VerificationSource(s) ..... JUS TM ENTS DESCRIPTION .................................. + ............ 0EME10 ............. Adjustment ..................... --M-Q.RpTIQ.� u n ................................ ............. D R PT ON ............. 11.(- 1 Sale or Financing Arml.th Arm,Lth 1 Arml-th P 0 — onv;O 0 Cash;O 0 Concessions, -9o-nv— — — — — — — — — sO5/16-012/16 1 +8,000 s08/16;c07/16 0 s06116;c04/16 0 Date of Sa1JF,.e ............. . 1 N; Res; N;Res; N; Res; N;Res; _Location FEE SIMPLE FEE SIMPLE FEE SIMPLE FEE SIMPLE ........ . .. ...................... Site 89 ...... ... ... . . : !--- -- .............................................................. 700 sf 1 -27,800 ........... ............. .............. ....... 11104 sf -21,800 ................................................. . .................. 8250 sf 0 ---l-1-1.1 .................................. ...... View B;WtrOw Canal B;wtrO Canal B;Wtr;Ocn Canal B;Wtr;Ocn Canal .............. ............ ............... -- ............. ........... . ...... Design DT2;CONTEMP ....... ......... .............. . . ............... ............... DT1;RANCH 0 ....... . ............ .............. ... ............ - .......................... DT2;CONTEMP ... ........................... ............................. .... - DTI;RANCH 0 k _(§y1eL u-Qu lity of Construction i Q4 .............................................. Q4 ..... ............ .......................................... 04 .................... 04 .............. ....................... .......................................... E: Actual Age 49 64 1 0 5 0 43 0 Condition C4 C4 C4 C4 Above Grade : Total Bdrms. Baths Ci . ............ -- .... . ..... ................... . .... ... .. .. ... Total 1Bdrms. Baths ... .............. ... .................... ......... . .......... ...... . . . ... Total 1.Bdrms:..,1.Paths -20000 Total Bdrms.1 Baths +20,000 ............... 0� Room Count 9 4 4.0 9 4 3.0 -10,000 . 8 3 13 . 8 3 3.0 -10,000 M Gross Living Area 2,812 sq.ft. .................. 3.454 sq-ft- -86,700 2.043 2459 sq.ft. 1 +47,700 P........................................................ t .................................... ........... g Basement & Finished i Osf ... ................... ---------- - . ........................ Osf ....... , i ... ......... Osf* A W-Rooms Below Grade ......................... —.- ............................... ................................................ ............................................ ............................................ ..... - ............................................ ............. - ........................... 11 Functional Utility :AVERAGE AVERAGE AVERAGE I AVERAGE Sl Heating/Cooling CENTRAL CENTRAL CENTRAL 0 N Ene Ry Etient Items ISTANDARD STANDARD STANDARD INDARD Garage/Carport 2ga4dw 2ga4dw 2ga4dw 2ga4dw Porch/Patio/Deck PATIO/PORCH PATIO/PORCH PATIO/PORCH PATIO/PORCH P pool 'POOL ........................... POOL .............. . ............. . ..... . .............. ................................ NO POOL +20,000 ........... ..................... .............. ...................................... ... NO POOL .................................... . . ..... P� ......................... . .................................... ............... ..... ...... . ...... .................... .......................................... ................... .......................................... .......................................... 0 00 ........... 0. .......... .......................................... .......... .............. .......... ........... ................ ........................................ ..•.............. .•..... N Net Adjustment -96,500 R1+ El 132 000• $ C Adjusted Sale Price Net Adj. 8.0 % Net Adj. 12.5 Net Ad*. • 103 % H t of Comparables Gross Adj. 11.0 % $ 1,103,500 , Gross Adj. 16.6 % $ 1,187,0oo Gross el. 1%.3 % i$ 1,04,700 1 K did F-1 did not research the sale or transfer history of the subject property and comparable sales. If not explain 0*0 * 0 0 My research El did [9 did not reveal any prior sales or transfers of the subject property for the three years prior to the effective date of this appraisal. Data sources) MLS, REALCUEST, IMAPP AND PUBLIC RECORDS My research El did R did not reveal any prior sales or transfers of the comparable sales for the year prior to the date of sale of the comparable sale. Datasource(s) MLS, REALQU EST, IMAPP AND PUBLIC RECORDS Report the results of the research and analysis of the prior sale or transfer history of the subject property and comparable sales (report additional prior sales 3nwq)ag 3). • 000 0 ITEM i SUBJECT COMPARABLE SALE #1 1 COMPARABLE SALE #2 COMPARABLE SALE #1 Date of Prior Sale/transfer I Price of Pro .......... ............ ................. .. . .............................. .......................................................... . ............. ... . .. ................ ......... .. . ... .. RECORDS Data Source s) PUBLIC RECORDS PUBLIC RECORDS i PUBLIC RECORDS ...)............................................................... ......... .. . ................ .................................... .......... .............. Effective Date of Data Source(s) 116/113/2016 10/13/2016 i 10/13/2016 110113/2016 Analysis of prior sale or transfer history of the subject property and comparable sales ............ I .................................................................................. .... ... ........................................................ ................................................ . .................................. .................... - ........... ........................ .................................... I .............. .......... ................ ANALYSIS OF PRIOR SALES DID NOT REVEAL ANY CIRCUMSTANCES THAT WOULD AFFECT FINAL ESTIMATE OF SUBJECT MARKET VALUE. Summary of Sales Comparison Approach -- .................. ...................................... . ... ....... ..................... ........................... - .......... .. ......... . . ...... . ...... . .......... . .......... . . . . . . ...................................................................................................... -- ..................................................................... See attached addenda. Indicated Value by Sales Comparison Approach$ 1,075,000 Indicated Value by. Sales Comparison Approach $ 1,075,000 Cost Approach (if developed)$ 1,045,470 Income Approach (if developed) $ NE E MARKET ACTIONS OF BUYERS AND SELLERS ARE BEST ANALYZED BY THE SALES COMPARISON APPROACH.THAT APPROACH IS GIVEN GREATEST WEIGHT IN 0, THE RECONCILIATION. THE COST APPROACH SUPPORTS THE INDICATED VALUE AND THE INCOME APPROACH WAS NOT UTILIZED. 0" N . ................................. -- .................. ............... . ...... . .... . . .......... . ... .................................... . . ...................... . .. .................... ... . . ...... . ........... . . .......................................................... This appraisa I is made R 'as is," [:1 subject to completion per plans and specifications on the basis of a hypothetical condition that the improvements have been completed, El subject to the following repairs or alterations on the basis of a hypothetical condition that the repairs or alterations have been completed, or D subject to the following required inspection based on the extraordinary assumption that the condition or deficiency does not require alteration or repair, . . . . . . ..... . .. . ...... . ... ... .............. . ... ... . .. ................ . .. .. . ... . . .. . . . . .. ... . ... ..... ......................... . . . . ..... . ........ .. . .. A HOMES IN THE PRICE RANGE AND NEIGHBORHOOD ARE TYPICALLY PURCHASED FOR USE AND NOT INCOME. SEE ATTACHED LIMITED CONDITIONS. I .... ...................... . . ....... -- .. . ........ — ......... .... .. -- ........................................ ................ ................ --- .................................... . . ......... . ... . .. . ....................... - .............................................................................................................. ................. - Based on a complete visual inspection of the interior and exterior areas of the subject property, defined scope of work, statement of assumptions and limiting conditions, and appraiser's certification, my (our) opinion of the market value, as defined, of the real property that is the subject of this report is $ 1,075,000 as of 10/13/2016 which is the date of inspection and the effective date of this appraisal. Freddie Mac Farm 70 March 2005 UAD Version 9/2011 Page 2 of 6 Fannie Mae Fon 1004 March 2005 Al Ready 5004016427 5004016427Uniform Residential Appraisal Report File# 0 1-1 sosnos-o1A FINAL RECONCILIATION: THE SALES COMPARISON APPROACH IS CONSIDERED TO BE THE MOST RELIABLE INDICATOR OF VALUE IN THE MARKET OF RESIDENTIAL PROPERTIES AND HAS BEEN GIVEN THE MOST WEIGHT IN THIS REPORT. THE APPRAISER HAS ADEQUATE COMPARABLE MARKET DATA IN THE SUBJECT MARKET AREA TO DEVELOP RELIABLE SALES COMPARISON APPROACH. THE INCOME APPROACH IS TYPICALLY UNRELIABLE FOR ESTIMATING VALUE IN NON -INCOME PRODUCING PROPERTY. THEREFORE IT HAS NOT BEEN UTILIZED IN A THIS REPORT AND IS NOT APPLICABLE. 0, SEE SKETCH ADDENDUM FOR FLOOR PLAN. 11 UTILITIES WERE ON AT TIME OF APPRAISAL WALK THROUGH AND ALL WERE ACCEPTABLY FUNCTIONING. T' 11 THE INTENDED USER IS LIMITED TO THE CLIENT NOTED. NO OTHER INTENDED USERS ARE IDENTIFIED OR ASSUMED. nl Ns IN COMPLIANCE WITH THE ETHICS RULE OF USPAP, I HEREBY CERTIFY THAT THIS APPRAISER HAS NOT PERFORMED ANY SERVICES REGARDING THE SUBJECT A;; PROPERTY WITHIN THE 3 YEAR TIME PERIOD IMMEDIATELY PRECEDING ACCEPTANCE OF THIS ASSIGNMENT, AN APPRAISER OR IN ANY OTHER CAPACITY. NO EMPLOYEE DIRECTOR, OFFICER, OR AGENT OF THE LENDER, OR ANY OTHER THIRD PARTY ACTING AS A JOINT VENTURE PARTNER, INDEPENDENT CONTRACTOR, APPRAISAL MANAGEMENT COMPANY, OR PARTNER ON BEHALF OF THE LENDER HAS INFLUENCED OR ATTEMPTED TO INFLUENCE THE f. DEVELOPMENT, REPORTING, RESULT, OR REVIEW OF THIS ASSIGNMENT THROUGH COERCION, EXTORTION, COLLUSION, COMPENSATION, INSTRUCTION, Q INDUCEMENT, BRIBERY OR IN ANY OTHER MANNER. M' M I HAVE NOT BEEN CONTACTED BY ANYONE OTHER THAN THE INTENDED USER. (LENDER\CLIENT AS IDENTIFIED ON THE FIRST PAGE OF THIS REPORT), E! BORROWER, OR DESIGNATED CONTACT TO MAKE AN APPOINTMENT TO ENTER THE PROPERTY. N; EXPOSURE TIME: $ THE ESTIMATED LENGTH OF TIME THE PROPERTY INTEREST BEING APPRAISED WOULD HAVE BEEN OFFERED ON THE MARKET PRIOR TO THE HYPOTHETICAL CONSUMMATION OF A SALE AT MARKET VALUE ON THE EFFECTIVE DATE OF THE APPRAISAL; A RETROSPECTIVE OPINION BASED ON AN ANALYSIS OF THE PAST EVENTS ASSUMING A COMPETITIVE AND OPEN MARKET. THE APPRAISER HAS DETERMINED THE SUBJECT PROPERTY WOULD HAVE TO BE EXPOSED FOR 0-3 MONTHS ON THE OPEN MARKET IN ORDER TO HAVE A MARKET VALUE OF $1,075,000 ON THE EFFECTIVE DATE OF THIS APPRAISAL. • COST APPROACH TOVALUE (not requiredbyFanniaMae) ____�•.•+.•.h•. _ Provide.adequate information. for the lender/client to, repl cafe the, bebw cost and_ calculations:___ -figures_ .................... ....................... .........._......._.._.............. ... --.................... ..............._............_............................... Support for the opinion of site value (summary of comparable land sales or other methods for estimating site value) • • • • • • [SUBJECT THE SITE VALUE WAS DETERMINED BY LAND VALUE EXTRACTION. HIGHER LAND TO VALUE IS OVER 30% AND APPEARS TO BE TYPICAL RORIMS MARKET 11S THJ IS LOCATED ON AN OCEAN ACCESS CANAL. • • • • • C:' Q •• T° ESTIMATED []REPRODUCTION OR ® REPLACEMENT COST NEW OPINION OF SITE VALUE ........... y.•.•.• • • =$ *Q14 Source of cost data NATIONAL BUILDING COST MANUAL Dwelling 2,812 Sq. Ft. @ $ 250 00 -$ 703,00n A�_.......................................................... ....................--..................._........_..._ .._...._............ ...__.. Oual' rating from cost service AVG Effective date ofcostdata CURRENT ............... ................................... .......................•ssc•:c•.-.........................._...._.......... 0 Sq:_Ft: • .....�.....•=$ P Comments on Cost Approach (gross living area calculations, depreciation, etc.) _.$ ....................... a Patio/Prch/Pool/A I =$ "006 W SEE SKETCH ADDENDUM FOR FLOOR PLAN. IMPROVED COST ESTIMATES WERE Garage/Carport 541 Sq. Ft @ $ 65.00 • ....• •=$ 15,165 OOBTAINED FROM NATIONAL BUILDING COST MANUAL. DEPRECIATION OBTAINED .. Total Estimate of Cost-New........................................I............0.�... •_$ 7�� A' FROM AGE LIFE METHOD. THESE FIGURES ARE ONLY TO BE USED FOR THE --- C? COST APPROACH OF THIS APPRAISAL WHICH HAS BEEN DEVELOPED FOR Less Physical ; Functional j External N EVALUATION PURPOSES ONLY AND NOT FOR INSURANCE PURPOSES. Y_ Depreciation 262,695 _$ ( 262,695 _) .......................................................................__............_...._._.,........................._......_................._.___........._......_.._................... Depreciated Cost of .Improvements................................................... =$ 525,470 ...................................................... .. ............................................. 'As -is' Value of Site Improvements................................................... _$ 20,000 ............................................................................................................................................................................................................................................................................................................................................................................................................................................................... Estimated Rem.aining Economic L'rfe (HUD and VA only) 40 Years I Indicated Value by Cost Approach .................................................. =$ 1,045,470 INCOME APPROACH TOVALt1Enot roqufred by Fannie Mae) p4 Estimated Monthly Market Rent $ X Gross Rent Multiplier = $ Indicated Value by Income Approach GI Summary of Income Approach (including support for market rent and GRM) D" M& INCOME APPROACH IS NON -APPLICABLE AS THIS IS A NON -INCOME PRODUCING PROPERTY. E PR03ECT MFORMATdON fQR PUDe_(f applicaw Is the developer/builder in control of the Homeowners' Association (HOA)? ❑ Yes ❑ No Unit type(s) ❑ Detached ❑ Attached -- Provide the following information for PUDs ONLY itthe developer/builder is in control of the HOA and the subject props ty is an attacfled dwe! ing unit P Legal Name of Project u d Total number of phases Total number of units Total number of units sold Total number of units rented Total number of units for sale Data source(s) ......._.............................................................................................................. _............................... _._...............-.._...... —............. ............ _........................ .................................................................... .............. .......................................................................... ............................................ Was the project created by the conversion of existing building(s) into a PUD? ❑Yes [:]No If Yes, date of cone lion N; .... ......... .. .............................................I................. Does the project contain any mufti -dwelling units?— [:]Yes [:]No Data source(s) ... .... ....... ............... ........................ .... t} Are the units, common elements and recreation facilities complete? ❑ Yes ❑ No If No, describe the status of completion. fri k A T T1 I Are the common elements leased to or by the Homeowners' Association? ❑ Yes ❑ No If Yes, describe the rental terms and options — -- Describe common elements and recreational facilities Freddie Mac Form 70 March 2005 LAD Version 9/2011 Page 3 of 6 Fannie Mae Form 1004 March 2005 Al Ready 5004016427 unnorm Kesiaentlai Appraisal Keport File« 01-16067206-01A This report form is designed to report an appraisal of a one -unit property or a one -unit property with an accessory unit; including a unit in a planned unit development (PUD). This report form is not designed to report an appraisal of a manufactured home or a unit in a condominium or cooperative project. This appraisal report is subject to the following scope of work, intended use, intended user, definition of market value, statement of assumptions and limiting conditions, and certifications. Modifications, additions, or deletions to the intended use, intended user, definition of market value, or assumptions and limiting conditions are not permitted. The appraiser may expand the scope of work to include any additional research or analysis necessary based on the complexity of this appraisal assignment. Modifications or deletions to the certifications are also not permitted. However, additional certifications that do not constitute material alterations to this appraisal report, such as those required by law or those related to the appraiser's continuing education or membership in an appraisal organization, are permitted. SCOPE OF WORK: The scope of work for this appraisal is defined by the complexity of this appraisal assignment and the reporting requirements of this appraisal report form, including the following definition of market value, statement of assumptions and limiting conditions, and certifications. The appraiser must, at a minimum: (1) perform a complete visual inspection of the interior and exterior areas of the subject property, (2) inspect the neighborhood, (3) inspect each of the comparable sales from at least the street, (4) research, verify, and analyze data from reliable public and/or private sources, and (5) report his or her analysis, opinions, and conclusions in this appraisal report. INTENDED USE: The intended use of this appraisal report is for the lender/client to evaluate the property that is the subject of this appraisal for a mortgage finance transaction. INTENDED USER: The intended user of this appraisal report is the lender/client. DEFINITION OF MARKET VALUE: The most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale, the buyer and seller, each acting prudently, knowledgeably and assuming the price is not affected by undue stimulus. Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby: (1) buyer and seller are typically motivated; (2) both parties are well informed or well advised, and each acting in what he or she considers his or her own best interest; (3) a reasonable time is allowed for exposure in the open market; (4) payment is made in terms of cash in U. S. dollars or in terms of financial arrangements comparable thereto; and (5) the price 0000 represents the normal consideration for the property sold unaffected by special or creative financing or sales concessions' granted bf anyone associated with the sale. • • • • • • •• • ••• "Adjustments to the comparables must be made for special or creative financing or sales concessions. No adjustmWV ai4rtecessary • • for those costs which are normally paid by sellers as a result of tradition or law in a market area; these costs are re ad j r� ftryfiable • since the seller pays these costs in virtually all sales transactions. Special or creative financing adjustments can be ma33e to the comparable property by comparisons to financing terms offered by a third party institutional lender that is not already IMN%g in the • • • property or transaction. Any adjustment should not be calculated on a mechanical dollar for dollar cost of the financing •rc•ncession • but the dollar amount of any adjustment should approximate the market's reaction to the financing or concessions b1seg j%Jpe 004 appraiser's judgment. • • • •• • •••• • STATEMENT OF ASSUMPTIONS AND LIMITING CONDITIONS: The appraiser's certification in this report is subjvttj 1%'Jollowing assumptions and limiting conditions:. • • • 4 1. The appraiser will not be responsible for matters of a legal nature that affect either the property being appraised oTyty &le:o it, 4100 except for information that he or she became aware of during the research involved in performing this appraisal. The appraiser • assumes that the title is good and marketable and will not render any opinions about the title. 2. The appraiser has provided a sketch in this appraisal report to show the approximate dimensions of the improvements. The sketch is included only to assist the reader in visualizing the property and understanding the appraiser's determination of its size. 3. The appraiser has examined the available flood maps that are provided by the Federal Emergency Management Agency (or other data sources) and has noted in this appraisal report whether any portion of the subject site is located in an identified Special Flood Hazard Area. Because the appraiser is not a surveyor, he or she makes no guarantees, express or implied, regarding this determination. 4. The appraiser will not give testimony or appear in court because he or she made an appraisal of the property in question, unless specific arrangements to do so have been made beforehand, or as otherwise required by law. 5. The appraiser has noted in this appraisal report any adverse conditions (such as needed repairs, deterioration, the presence of hazardous wastes, toxic substances, etc.) observed during the inspection of the subject property or that he or she became aware of during the research involved in performing this appraisal. Unless otherwise stated in this appraisal report, the appraiser has no knowledge of any hidden or unapparent physical deficiencies or adverse conditions of the property (such as, but not limited to, needed repairs, deterioration, the presence of hazardous wastes, toxic substances, adverse environmental conditions, etc.) that would make the property less valuable, and has assumed that there are no such conditions and makes no guarantees or warranties, express or implied. The appraiser will not be responsible for any such conditions that do exist or for any engineering or testing that might be required to discover whether such conditions exist. Because the appraiser is not an expert in the field of environmental hazards, this appraisal report must not be considered as an environmental assessment of the property. 6. The appraiser has based his or her appraisal report and valuation conclusion for an appraisal that is subject to satisfactory completion, repairs, or alterations on the assumption that the completion, repairs, or alterations of the subject property will be performed in a professional manner. Freddie Mac Form 70 March 2005 UAD version 9/2011 Page 4 of 6 Fannie Mae Form 1004 March 2005 unlTorm Kesiaentlal AQQraisal 5004016427 01-16067206-01A APPRAISER'S CERTIFICATION: The Appraiser certifies and agrees that: 1. 1 have, at a minimum, developed and reported this appraisal in accordance with the scope of work requirements stated in this appraisal report. 2. 1 performed a complete visual inspection of the interior and exterior areas of the subject property. I reported the condition of the improvements in factual, specific terms. I identified and reported the physical deficiencies that could affect the livability, soundness, or structural integrity of the property. 3. 1 performed this appraisal in accordance with the requirements of the Uniform Standards of Professional Appraisal Practice that were adopted and promulgated by the Appraisal Standards Board of The Appraisal Foundation and that were in place at the time this appraisal report was prepared. 4. 1 developed my opinion of the market value of the real property that is the subject of this report based on the sales comparison approach to value. I have adequate comparable market data to develop a reliable sales comparison approach for this appraisal assignment. I further certify that I considered the cost and income approaches to value but did not develop them, unless otherwise indicated in this report. 5. 1 researched, verified, analyzed, and reported on any current agreement for sale for the subject property, any offering for sale of the subject property in the twelve months prior to the effective date of this appraisal, and the prior sales of the subject property for a minimum of three years prior to the effective date of this appraisal, unless otherwise indicated in this report. 6. 1 researched, verified, analyzed, and reported on the prior sales of the comparable sales for a minimum of one year prior to the date of sale of the comparable sale, unless otherwise indicated in this report. 7. 1 selected and used comparable sales that are locationally, physically, and functionally the most similar to the subject property. 8. 1 have not used comparable sales that were the result of combining a land sale with the contract purchase price of a home that has been built or will be built on the land. 9. 1 have reported adjustments to the comparable sales that reflect the market's reaction to the differences between the subject property and the comparable sales. 10. 1 verified, from a disinterested source, all information in this report that was provided by parties who have a financial interest in the sale or financing of the subject property. • • • • 11. 1 have knowledge and experience in appraising this type of property in this market area. • • • • • • • 12. 1 am aware of, and have access to, the necessary and appropriate public and private data sources, such as r,4;iplo 4;ng services, • • tax assessment records, public land records and other such data sources for the area in which the property is located. * • • • 13. 1 obtained the information, estimates, and opinions furnished by other parties and expressed in this appraisal relb"flb� reliable • • • 0 • sources that I believe to be true and correct. • • • • • 14. 1 have taken into consideration the factors that have an impact on value with respect to the subject neighborhood:su6jQct property: • • • and the proximity of the subject property to adverse influences in the development of my opinion of market value. t Rav8 twoted in th15• • • appraisal report any adverse conditions (such as, but not limited to, needed repairs, deterioration, the presence othAgEkir"s wastes, • toxic substances, adverse environmental conditions, etc.) observed during the inspection of the subject property * thafl became aware • of during the research involved in performing this appraisal. I have considered these adverse conditions in my analysis of tie property • • • • value, and have reported on the effect of the conditions on the value and marketability of the subject property. : ... • 15. 1 have not knowingly withheld any significant information from this appraisal report and, to the best of my knowledge, all statements • • ; and information in this appraisal report are true and correct. 16. 1 stated in this appraisal report my own personal, unbiased, and professional analysis, opinions, and conclusions, which are subject only to the assumptions and limiting conditions in this appraisal report. 17. 1 have no present or prospective interest in the property that is the subject of this report, and I have no present or prospective personal interest or bias with respect to the participants in the transaction. I did not base, either partially or completely, my analysis and/or opinion of market value in this appraisal report on the race, color, religion, sex, age, marital status, handicap, familial status, or national origin of either the prospective owners or occupants of the subject property or of the present owners or occupants of the properties in the vicinity of the subject property or on any other basis prohibited by law. 18. My employment and/or compensation for performing this appraisal or any future or anticipated appraisals was not conditioned on any agreement or understanding, written or otherwise, that I would report (or present analysis supporting) a predetermined specific value, a predetermined minimum value, a range or direction in value, a value that favors the cause of any party, or the attainment of a specific result or occurrence of a specific subsequent event (such as approval of a pending mortgage loan application). 19. 1 personally prepared all conclusions and opinions about the real estate that were set forth in this appraisal report. If I relied on significant real property appraisal assistance from any individual or individuals in the performance of this appraisal or the preparation of this appraisal report, I have named such individual(s) and disclosed the specific tasks performed in this appraisal report. I certify that any individual so named is qualified to perform the tasks. I have not authorized anyone to make a change to any item in this appraisal report; therefore, any change made to this appraisal is unauthorized and I will take no responsibility for it. 20. 1 identified the lender/client in this appraisal report who is the individual, organization, or agent for the organization that ordered and will receive this appraisal report. Freddie Mac Form 70 March 2005 UAD Version 912011 rage o a o Fannie Mae Form 1004 March Mb Al Ready 5004016427 lAnnrnicnl ll?nnnr4 5004016427 21. The lender/client may disclose or distribute this appraisal report to: the borrower; another lender at the request of the borrower; the mortgagee or its successors and assigns; mortgage insurers; government sponsored enterprises; other secondary market participants; data collection or reporting services; professional appraisal organizations; any department, agency, or instrumentality of the United States; and any state, the District of Columbia, or other jurisdictions; without having to obtain the appraiser's or supervisory appraiser's (if applicable) consent. Such consent must be obtained before this appraisal report may be disclosed or distributed to any other party (including, but not limited to, the public through advertising, public relations, news, sales, or other media). 22. 1 am aware that any disclosure or distribution of this appraisal report by me or the lender/client may be subject to certain laws and regulations. Further, I am also subject to the provisions of the Uniform Standards of Professional Appraisal Practice that pertain to disclosure or distribution by me. 23. The borrower, another lender at the request of the borrower, the mortgagee or its successors and assigns, mortgage insurers, government sponsored enterprises, and other secondary market participants may rely on this appraisal report as part of any mortgage finance transaction that involves any one or more of these parties. 24. If this appraisal report was transmitted as an "electronic record" containing my "electronic signature," as those terms are defined in applicable federal and/or state laws (excluding audio and video recordings), or a facsimile transmission of this appraisal report containing a copy or representation of my signature, the appraisal report shall be as effective, enforceable and valid as if a paper version of this appraisal report were delivered containing my original hand written signature. 25. Any intentional or negligent misrepresentation(s) contained in this appraisal report may result in civil liability and/or criminal penalties including, but not limited to, fine or imprisonment or both under the provisions of Title 18, United States Code, Section 1001, at seq., or similar state laws. SUPERVISORY APPRAISER'S CERTIFICATION: The Supervisory Appraiser certifies and agrees that 1. 1 directly supervised the appraiser for this appraisal assignment, have read the appraisal report, and agree with the appraiser's analysis, opinions, statements, conclusions, and the appraiser's certification. 2. 1 accept full responsibility for the contents of this appraisal report including, but not limited to, the appraiser's analysis, opinions, statements, conclusions, and the appraiser's certification. 3. The appraiser identified in this appraisal report is either a sub -contractor or an employee of the supervisory appraiser (or the appraisal firm), is qualified to perform this appraisal, and is acceptable to perform this appraisal under the applicable state law. • • • • • 4. This appraisal report complies with the Uniform Standards of Professional Appraisal Practice that were adopted andOwulgated dy • • the Appraisal Standards Board of The Appraisal Foundation and that were in place at the time this appraisal reports prepared. • • • • • 5. If this appraisal report was transmitted as an "electronic record" containing my "electronic signature," as those t2fh %fill"defined in • applicable federal and/or state laws (excluding audio and video recordings), or a facsimile transmission of this appraisal •eport • • containing a copy or representation of my signature, the appraisal report shall be as effective, enforceable and vAlis if•9•paper • • • • version of this appraisal report were delivered containing my original hand written signature. APPRAISER '��i'4`-- Signak] ' Name SCOTT PATRICK KEARNS Company Name C/O WATERMARK VALUATION SERVICES, LLC. Company Address 361 E HILLSBORO BLVD DEERFIELD BEACH FL 33441 Telephone Number C/O 954-309-8064 Email Address C/O VALUATIONS@BELLSOUTH.NET Date of Signature and Report 10/16/2016 Effective Dale of Appraisal 10/13/2016 State Certification # CERT.RES.RD5714 or State License # or Other (describe) State # State FL Expiration Date of Certification or License 11/30/2016 ADDRESS OF PROPERTY APPRAISED 1569 NE 104th St Miami Shores , FL 33138 APPRAISED VALUE OF SUBJECT PROPERTY $ 1,075,000 LENDER/CUENT SUPERVISORY APPRAISER (ONLY IF REQUIRED) • Signature Name Company Name Company Address Telephone Number Email Address Date of Signature State Certification # or State License # State Expiration Date of Certification or License SUBJECT PROPERTY ❑ Did not inspect subject property ❑ Did inspect exterior of subject property from street Date of Inspection ❑ Did inspect interior and exterior of subject property Date of Inspection Name Old Republic Diversified Services COMPARABLE SALES Company Name TD BANK, N.A. Company Address 12000 HORIZON WAY ❑Did not inspect exterior of comparable sales from street MT LAUREL NJ 08054 ❑ Did inspect exterior of comparable sales from street Email Address N/A Date of Inspection • ••••• • Freddie Mac Form 70 March 2005 UAD Version 9/2011 Page 6 of 6 Fannie Mae Form 1004 March 2005 Al Ready 5004016427 I ll—f .w. 0--*. —4-1 A n—;c 1 Ill 5004016427 —••••—•••• •---•^—••-•^•'•rr•^•—^• •--r—•- rne8 01-16067206-0W FEATURE SUBJECT COMPARABLE SALE # 4 COMPARABLE SALE # 5 COMPARABLE SALE # 6 Address 1569 NE 104th St 1361 NE 104th St Miami Shores, ..................... FL 33138 .. -_._ Miami Shores, FL 33138 ... ...... ....... ................................. .................... ..... ................................ Proxlm to Subct 0.21 miles W Sale Price $ 1,050,000 $ 930,000 1 4 $ i_$__..r.... A% Sale P ce/Gross Lrv. Area .. ............. .._ , $ 373 40 sq.ft. S 354.69 sq.ft. _..__.. 4. '__-- _ $ sq.ft. .....................,.............. ........ $ sq.ft. j LR Data. Source(s) SEF MLS#A2102148;DOM 284 -- ....................... .. .. ................. ...... ... ............... Fi Verification Sou ce(s)...... _�... . .... . ........................... ASSESSOR RECORDS __ ... S' VALUE ADJUSTMENTS DESCRIPTION _........ _ DESCRIPTION (-) $Adjustment _ . DESCRIPTION + $ Ad'ustmen DESCRIPTION +(� $ Ai tt _.__ SSale or Financing _..--- - AnnLth . — Concessions . .. ...... ........_.. ........................................ ................ _ Cash,o . .. ............................ .. ......... ........................ ... .. 0 ........................... -.................................. i ... .._.... .... ...._.......... ............._ ` .., ....... ' ;Date of Sal@/Time s01/16,ct 2/15 +10000 P- Location N;Res:........................................... ... A Leasehold/Fee Simple FEE SIMPLE ..NiRes;.._...... .___......_......._.!..............._.............................................._..................................._I FEE SIMPLE ..._........... ........... . .8925 si 8925 sf ............. t` B;Wtr,Ocn Canal B;Wtr;Ocn Canal p0`._DesgP..(SA'le)_....... ....................... I_DT2;CONTEMP...................... .DT2;CONTEMP ! '- _. __ ... _............................................ ... ........... l .. , .. Ni QualrtyofConsl ion 04 04 t 4 Actual Age 49 . _................... 61 .. 0 ................................ .............-r ..... A, Condition .......... , P Above Grade Total Bdrms Baths Total ; Bdnns. Baths Total Bdnns. I Baths I ........ Total Bdnn. . Count .................... ..... _. Gross Living Area 2,812 sq.ft. 2,622 sq.ft. +25,700 sq.ft. i sq.ft. I g Basement 8 Finished bar osf _ PT Rooms Below Grade ........ f..... ..... ._._ ................................ ............... Functional Utility ....................._...............................:.............._.........................................:............................................................... AVERAGE AVERAGE Heating/Coolin9 CENTRAL CENTRAL _Energy Efficient Items STANDARD STANDARD ? j Garage/Carport 2 a4dw 2 a4dw Porch/Patio/Deck PATIO/PORCH PATIO/PORCH Pool POOL NO POOL +20.000 Adjusted Sale Price Net Adj. 4.9 % I Net Adj Net Adj. % • • • • of Comparables �'; Gross Adj. 9.2 % i $ 975,700 1 Gross Adj. %: $ Gross Adj. % $ • • Summary of Sales Comparison Approach • • • ................_.._........................................................._......__._..........._._....._._.._......_.__............................................_........................................................................................................................_..._i i • • • • • •••••• N •••• • ';fie • • • g., • • • • 000000 CITEM SUBJECT COMPARABLE SALE #4 COMPARABLE SALE #5 • OOMRIRABLE SALE #6 Date of Prior Sale/Transfer ? i•-• i • Mj Price of Prior Sale/fransfer _....__....._._........_......r--_....... ........................._..._........__..........................._f...... ........... ....................... ....... ..._._........................ ........... j Data $Oufce(s) PUBLIC RECORDS PUBLIC RECORDS N Effective Date of Dala SOUrce(s) , 10/13/2016 10/i3/2016 Analysis of prior sale or transfer history of the subject property and comparable sales _ _ P—n� U— F— 1 WA M... h 9nn5 Al Ready 5004016427 5004016427 ADDITIONAL LISTINGS File# 01-16067206-01A FEATURE SUBJECT LISTING # 1 LISTING # 2 LISTING # 3 Address 1569 NE 104th St Miami Shores FL 33138 1100 NE 89th St Miami Shores FL 33138 _ Proximity to Subject ' 1.14 miles SW List Price 1,295,000 $ 1,300,000 $ $ List Price/Gross Liv. Area $ 460.53 sq.fl. $ 436.53 sq.ft. $ sq.ft $ sq.ft. Last Price Revision Date 06/04/2016 08/31/2016 Data Sources SEF-MLSxA10140787 Verification Source(s) ASSESSOR RECORDS VALUE ADJUSTMENTS DESCRIPTION DESCRIPTION *1-1 S Adjustment DESCRIPTION +(-1$Adjustment DESCRIPTION +(9 SAdjustment Sale or Financing Concessions ACTIVE LISTING -130,000 ARMS LENGTH 0 Days on Market 43 0 Location N;Res; N;Ree; Leasehold/Fee Simple FEE SIMPLE FEE SIMPLE Site 8925 sf 8525 sf 0 View B;Wtr;Ocn Canal B;Wtr;Ocn Canal Design (Style) DT2;CONTEMP DT2;CONTEMP Quality of Construction 04 W Actual Age 49 66 0 Condition C4 C3 -20,000 Above Grade Total Bdnns. Baths Total I Bdrms. I Baths +20,000 Total Bdrrns. Baths Total Bdrms. Baths Room Count 9 14 14.0 a 1 3 13 -10,000 Gross Living Area 2,812 sq.ft. 2,978 sq.ft. -22,400 sq.ft. sq.ft. Basement & Finished Osf OSF Rooms Below Grade Functional Utility AVERAGE AVERAGE Heating/CoolingHeating/Cooling CENTRAL CENTRAL Energy Efficient Items STANDARD STANDARD Garage/Carport 2ga4dw 3ga4dw -20,000 Porch/Patio/Deck PATIO/PORCH PATIO/PORCH POOL POOL NO POOL +20,000 • • 0090 Net Adjustment Total 1:1+ ©- Is -142,400 ❑+ ❑ - is Elt -• $ Adjusted Listing Price of Comparable s Net Adj. 11.0 % ross Adj. 18.6 % $ 1.157,600 Net Adj, % Gross Adj. % $ Net Adj.% Gross Adl • • : • • % • • $ • • ITEM SUBJECT LISTING # 1 LISTING # 2 • • • LISTING # • Date of Prior Sale/Transfer 05115/2015 • • • • • Price of Prior SalerTransfer $1.030.000 Data Source(s) PUBLIC RECORDS PUBLIC RECORDS • •we • Effective Date of Data Source(s) 10/13/2016 10/13/2016 Comments ' OVERFLOW - SEE "ADDITIONAL FIELD TEXT ADDENDA"' • • • • • •• • ••••• • ••• • ADDITIONAL FIELD TEXT 5004016427 File# 01-16067206-01A Borrower/Client ALAIN GONZALEZ Property Address 1569 NE 1t14th St City Miami Shores County MIAMI-DADE State FL Zip Code 33138 Lender TD BANK, N.A. COMMENT LISTING 1 THE APPRAISER HAS CONDUCTED AN EXTENSIVE SEARCH OF THE SUBJECTS MARKET NEIGHBORHOOD FOR PROPERTIES MOST SIMILAR TO THE SUBJECT. LISTING IS SIMILAR IN QUALITY, CONDITION, SIZE, AGE, BEDROOM AND BATHROOM COUNT, VIEW, PROXIMITY, AND OVERALL DESIGN AND APPEAL. THE LISTING SELECTED IS AMONG THE MOST PROXIMATE AND CONSIDERED TO BE THE BEST AVAILABLE AT THE TIME OF THE INSPECTION. LISTING 1 HAS A WARRANTY DEED LISTED ABOVE AND NO UNUSUAL CIRCUMSTANCES WERE NOTED. iT APPEARS THAT LISTING 1 HAS BEEN UPGRADED SINCE THIS SALE/TRANSFER. sass • • • sass • • • • • a • sass•• •• • sass•• • sass • • • • sass•• sass • sass•• sass •• •• sass sass•• • sass•• a• • •• • safe** • • • ••ass• sass• sass•• • • • ••a••• ••s••• • • 5004016427 TEXTADDENDUM File# 01-16067206-01A Borrower/Client ALAIN GONZALEZ Property Address 1569 NE 104th St City Miami Shores county MIAMI-DADE State FL Zip Code 33138 Lender TD BANK, N.A. General Text Addendum Market Conditions Addendum to the Appraisal Report: Summary of Market Conditions THE OVERALL TRENDS REPORTED ON THE INVENTORY ANALYSIS GRID AND MEDIAN SALE & LIST PRICE, DOM, LIST/SALE RATIO GRIDS INDICATE AN INCREASING TREND IN THE PAST TWELVE MONTHS FOR PROPERTIES IN THE NEIGHBORHOOD THAT ARE COMPARABLE TO THE SUBJECT PROPERTY. HOWEVER, THIS IS NOT CONCLUSIVE EVIDENCE THAT ALL OTHER PROPERTIES IN THE NEIGHBORHOOD ARE MIRRORING THE TREND OF PROPERTY THAT IS COMPARABLE TO THE SUBJECT PROPERTY. APPRAISER'S 'INVENTORY ANALYSIS', 'MEDIAN SALE & LIST PRICE, DOW AND OTHER OBSERVATIONS IN THIS ADDENDUM ARE BASED ON THE DATA SOURCE IDENTIFIED ABOVE, WHICH APPRAISER GENERALLY BELIEVES TO BE A RELIABLE SOURCE OF MARKET DATA. HOWEVER, THE APPRAISER CANNOT VERIFY ALL OF THE INFORMATION IN THAT DATA SOURCE AND CANNOT GUARANTEE THE ACCURACY OF SUCH DATA OR CONCLUSIONS BASED THEREON. THE APPRAISER CANNOT GUARANTEE FUTURE MARKET CONDITIONS AFFECTING THE SUBJECT PROPERTY. FANNIE MAE AND FREDDIE MAC'S MOST RECENT UPDATE TO THE 1004MC FORM STATES THAT IT IS RECOGNIZED THAT IT IS DIFFICULT, IF NOT IMPOSSIBLE, IN MANY AREAS TO OBTAIN HISTORICAL DATA FOR THE TIME FRAMES REQUESTED IN THE SHADED GRAY AREAS. THEREFORE, THESE SECTIONS NEED NOT ALWAYS BE COMPLETED IF THE INFORMATION IS NOT RELIABLE. SEARCH CRITERIA: BOUNDARIES - NORTH OF NE 82ND STREET, SOUTH OF NE 121 ST STREET, EAST OF BISCAYNE BLVD AND WEST OF BISCAYNE BAY. BEDROOM COUNT -3TO4 BATHROOM COUNT -2TO3 GLA - 2,000 SQ FT - 3,500 SQ FT VIEW - OCEAN ACCESS CANAL WITH NO FIXED BRIDGES ADDITIONAL COMMENTS: THE SUBJECT AND ALL COMPS/LISTINGS UTILIZED IN THIS REPORT ARE LOCATED IN THE SAME FLOOD ZONE AE, PANEL 12086C0306L, DATED 09/11/2009 AND THIS WILL HAVE NO ADVERSE AFFECT ON MARKETABILITY. THE SUBJECT IS OVER THE NEIGHBORHOOD PREDOMINANT VALUE DUE TO: LARGER GLA AND OCEAN ACCESS CANAL VIEW.THE SUBJECT IS NOT OVER BUILT OR OVER IMPROVED AND IS WITHIN THIS MARKETS PRICE RANGE. • • • • Order Form: Legal Description: • • of** RIVER BAY PARK ADDN PB 40-72 LOT 17 BILK 3 LOT SIZE 75.000 X 119 OR 13018-2636 0986 4 • • • • • i •••:•• •a URAR: Sales Comparison Analysis - Summary of Sales Comparison Approach • THE APPRAISER HAS CONDUCTED AN EXTENSIVE SEARCH OF THE SUBJECTS MARKET NEIGHBORHOOD FOR PROPWWIEG MOST • • SIMILAR TO THE SUBJECT. ALL OF THE COMPARABLES ARE SIMILAR IN QUALITY, SIZE, AGE, BEDROOM AND BATHRb�ty1 ANT, • • • • • • VIEW, PROXIMITY, AND OVERALL DESIGN AND APPEAL. THE COMPARABLES SELECTED ARE AMONG THE MOST PROMA AND • CONSIDERED TO BE THE BEST AVAILABLE SALES AT THE TIME OF THE INSPECTION. • • • • • • • • • • THE SUBJECT AND ALL COMPS/LISTINGS UTILIZED IN THIS REPORT ARE LOCATED ON OCEAN ACCESS CANALS ANa REFMCT SIMILAR* • • QUALITY AND APPEAL. SITE ADJUSTED AT $10 PER SQ FT AND GLA ADJUSTED AT $135 PER SQ FT AND BOTH WERFsROLI1IDrAD TO • THE NEAREST HUNDRED. BEDROOM COUNT, BATHROOM COUNT, CONDITION, GARAGE AND POOL ADJUSTMENTS WERE•EX►RACTED FROM THE MARKET BASED ON MATCHED PAIR ANALYSIS. LIST TO SALES PRICE ADJUSTED 10% PER MC DATA. COtRPS 1 ANe 4 ARE : ... • OVER SIX MONTHS DUE TO THE LACK OF MORE SIMILAR COMPS AVAILABLE AT TIME OF INSPECTION AND TIMING AIPJUSTWENTS • WERE APPLIED ACCORDINGLY. COMPS 1, 2 AND 4 ARE OVER 90 DAYS ON MARKET DUE TO MULTIPLE OFFERS. THEMOSi WI•IGHT WAS GIVEN TO COMPS 3 AND 4 AS THEY REQUIRED THE LEAST AMOUNT OF ADJUSTMENTS. LISTING 1 DOES NOT BRRvKETRHE • • • SUBJECTS VALUE DUE TO THE LACK OF MORE SIMILAR LISTINGS AVAILABLE AT TIME OF INSPECTION. COMPS 1, 3 AND LISTING 1 • • ARE OVER 1 MILE DUE TO THE LACK OF MORE SIMILAR COMPS AVAILABLE AT TIME OF INSPECTION. TIMING ADJUSTMENTS WERE NOT WARRANTED FOR COMPS 2 AND 3 AS THEY ARE UNDER SIX MONTHS. GLA AND BATHROOM COUNT COULD NOT BE BRACKETED ALSO DUE TO THE LACK OF MORE SIMILAR COMPS AVAILABLE AT TIME OF INSPECTION. THE SUBJECTS VALUE IS SLIGHTLY OVER THE CONTRACT PRICE DUE TO COMP 1 RECENT HIGHER CLOSED SALE. INCREASING MARKET DATA WAS DERIVED BY MLS AND PUBLIC RECORDS OF RECENT SALES FROM 0-3 MONTHS, 4-6 MONTHS AND 7-12 MONTHS. AS STATED IN THE MARKET CONDITIONS ADDENDUM LISTED ABOVE, APPRAISER GENERALLY BELIEVES MILS INFO TO BE A RELIABLE SOURCE OF MARKET DATA. HOWEVER, THE APPRAISER CANNOT VERIFY ALL OF THE INFORMATION IN THAT DATA SOURCE AND CANNOT GUARANTEE THE ACCURACY OF SUCH DATA OR CONCLUSIONS BASED THEREON. THE APPRAISER CANNOT GUARANTEE FUTURE MARKET CONDITIONS AFFECTING THE SUBJECT PROPERTY. TIMING ADJUSTMENTS WERE APPLIED UPWARD DUE TO INCREASING MARKET BY $1,000 PER MONTH PER MC DATA. AS STATED IN THE CONDITION OF IMPROVEMENTS SECTION ON PAGE 1, THE SUBJECT APPEARS TO LACK ROUTINE MAINTENANCE AND WAS IN ALL ORIGINAL/AVERAGE CONDITION AT TIME OF INSPECTION. COMP 1 IS ALSO IN "ORIGINAL" CONDITION AND IS MOST SIMILAR TO THE SUBJECT. IT IS TYPICAL FOR A POTENTIAL BUYER IN THIS MARKET TO PURCHASE AN ALL "ORIGINAL" HOME AND TEAR IT DOWN TO BUILD A NEW HOME. COMP 4 CONDITION ADJUSTMENTS WAS WARRANTED DUE TO MANY UPGRADES INCLUDING: MARBLE FLOORS AND A RENOVATED KITCHEN PER REALTOR AND MLS#A2102148 PHOTOS. 5004016427 16427 Market Conditions Addendum to the Appraisal Re ort ile# 01-16 pp p File# Ot-16067206-01A The purpose of this addendum is to provide the lender/client with a clear and accurate understanding of the market trends and conditions prevalent in the subject neighborhood. This is a required addendum for all appraisal re its with an effective date on or after April 1 2009. Property Address 1569 NE 104th St City Miami Shores State FL ZIP Code 33138 .. ....... ............ ..... -.................. ......................................................................................................................................................... ............... ................................................... .................... _... _........................................................................................ ............................................ ........................... Borrower ALAIN GONZALEZ ............................ ..... _._....._ ........ ...__.......................I......_..........-...................__:......................................... ....._.....---_._................................................ _.................................................................. ........................... Instructions: The appraiser must use the information required on this form as the basis for his/her conclusions, and must provide support for those conclusions, regarding housing Vends and overall market conditions as reported in the Neighborhood section of the appraisal report form. The appraiser must fill in all the information to the extent it is available and reliable and must provide analysis as indicated below. If any required data is unavailable or is considered unreliable, the appraiser must provide an explanation. It is recognized that not all data sources will be able to provide data for the shaded areas below; if it is available, however, the appraiser must include the data in the analysis. If data sources provide the required information as an average instead of the median, the appraiser should report the available figure and identify it as an average. Sales and listings must be properties that compete with the subject property, determined by applying the criteria that would be used by a prospective buyer of the subject property. The appraiser must explain any anomalies in the data, such as seasonal markets, new construction, foreclosures, etc. Inveirtory Analysis Prior 7-12 Months Prior 4-6 Months Current - 3 Months Overall Trend A Total # of Comparable Sales Settled 4 3 6 K❑ Increasing ❑ Stable ❑ Declining K'' Absorption Rate Total Sales/Months 0.67 1.00 2.00 X❑ Increasing ❑ Stable ❑ Declining E' Total # of Comparable Active Listings N/A N/A 10 Declining K Stable Increasing Tl Months of Housing Su Total Listin s/Ab.Rate NIA N/A 5.0 El Decfin' X Stable F I i—sing R Medial Sale & Let Price, DOME, SalelList % Prior 7-12 Months Prior 4-6 Months Current - 3 Months Overall Trend C Median Comparable Sale Price 950,000 1,005,000 1,010,000 K❑ Increasing I ❑ Stable ❑ Declining Sa Median Comparable Sales Da on Market 200 100 82 EDeclining El Stable ❑ Increasing Ap Median Comparable List Price WA N/A 1,100,000 Inaeasi K Stable Q Ded I F� Median Comparable Listings Days on Market N/A N/A 169 ❑ Deck % Stahl 0 increasing H Median Sal Price as %of List Price N/A N/A 90 ❑ Increasing M Stable ❑ Declining t Seller -(developer, builder, etc.) paid financial assistance prevalent? Yes X No ❑ Declining ❑K Stable ❑ Increasing Explain in detail the seller concessions trends for the past 12 months (e.g., seller conbibutions increased from 3 % to 5%, increasing use of buydowns, closing costs, condo fees, options, etc.). Ff,............................................._...........................-........................................................................... -...............................................- 1 IN THE PAST TWELVE MONTHS, CONTRIBUTIONS HAVE BEEN STABLE FOR SALES OF THOSE TYPES OF PROPERTIES THAT ARE COMPETITIVE TO THE SUBJECT IN PROPERTY. DATA NOT RELIABLE' = THE APPRAISER WAS UNABLE TO RELIABLY COMPLETE CERTAIN FIELDS OF THE FORM BECAUSE THE LOCAL MLS SYSTEM STORES DATA IN REAL TIME, AND THUS IT IS IMPOSSIBLE TO ACT AS IF IT WAS, OR IS, A DATE IN THE PAST. f Y ................................................................................................ Sr. Are foreclosure sales (RED sales) a factor in the market? ❑ Yes ❑K No If yes, explain (including the trends in listings and sales of foreclosed properties). Cite data sources for above information. • • • • THE DATA SOURCES FOR THE INFORMATION ABOUT FORECLOSURE SALES AND/OR SHORT SALES COMES FROM PUBLIC RECORD•, SOUTO FLORIDA ML•AND• LOCAL NEWSPAPERS. • • • Summarize the above information as support for your conclusions in the Neighborhood section of the appraisal report farm. If you used any additional infor ItidiAl iI an analysis of • • pending sales and/or expired and withdrawn listings, to formulate your conclusions, provide both an explanation and support for your conclusions. • u ��• See attached addenda. •••••• •••• If the subject is a unit in a condominium or cooperative project, complete the following: Project Name: • • • • • • • C Subject Project Data Prior 7-12 Months Prior 4-6 Months Current - 3 Months Overall Trend N; Total # of Comparable Sales Settled ❑ Increasing ❑ Stable ❑ Declining f'+++ Absorption Rate (Total Sales/Months) ❑ Increasing ❑ Stable El Declining �', Total # of Active Com rable Listin s ❑ ❑ SG1ble El increasing 6 Months of LIM Supply Total Listin s/Ab. Rate Decln' ❑ Stable ❑ Increasing 0 Are foreclosure sales (RED sales) a factor in the project? ❑ Yes ❑ No If yes, indicate the number of RED listings and explain the trends in listings and sales of foreclosed_prgpertes ......... ........ ......... ......_. ......... ........ .. ............................. 0 P= R°. O' 0" E" C'....................................._........................... ... ._....._............ .............................................................................................................. _............. Summarize the above trends and address the impact on the subject unit and project S'. A P, R' Sign Signature ArAppraiserName SCOTT PATRICK KEARNS Supervisory Appraiser Name St Company Name C/O WATERMARK VALUATION SERVICES, LLC. Company Name ECompany Address 361 E HILLSBORO BLVD, DEERFIELD BEACH, FL 33441 Company Address R`State License/Certification# CERT.RES.RD5714 State FL State License/Certification# State lEmailAddress C/OVALUATIONS@BELLSOUTH.NET Email Address Freddie Mac Forth 71 March 2009 Page 1 of 1 Fannie Mae Form 1004MG March 2009 Al Ready 5004016427 5004016427 File# 01-16067206-01A UNIFORM APPRAISAL DATASET (UAD) DEFINITIONS ADDENDUM (Source: UAD Appendix D: UAD Field -Specific Standardization Requirements) Ratings and Definitions C1 The improvements have been very recently constructed and have not previously been occupied. The entire structure and all components are new and the dwelling features no physical depreciation.` 'Note: Newly constructed improvements that feature recycled materials and/or components can be considered new dwellings provided that the dwelling is placed on a 100% new foundation and the recycled materials and the recycled components have been rehabilitated/re-manufactured into like -new condition Recently constructed improvements that have not been previously occupied are not considered "new" if they have any significant physical depreciation (i.e., newly constructed dwellings that have been vacant loran extended period of time without adequate maintenance or upkeep). C2 The improvements feature no deferred maintenance, little or no physical depreciation, and require no repairs. Virtually all building components are new or have been recently repaired, refinished, or rehabilitated. All outdated components and finishes have been updated and/or replaced with components that meet current standards. Dwellings in this category either are almost new or have been recently completely renovated and are similar in condition to new construction. C3 The improvements are well maintained and feature limited physical depreciation due to normal wear and tear. Some components, but not every major building component, may be updated or recently rehabilitated. The structure has been well maintained. C4 The improvements feature some minor deferred maintenance and physical deterioration due to normal wear and tear. The dwelling has been adequately maintained and requires only minimal repairs to building components/mechanical systems and cosmetic repairs. All major building components have been adequately maintained and are functionally adequate. C5 The improvements feature obvious deferred maintenance and are in need of some significant repairs. Some building components need repairs, rehabilitation, or updating. The functional utility and overall livability is somewhat diminish d due to condition, but the dwelling remains useable and functional as a residence. C6 The improvements have substantial damage or deferred maintenance with deficiencies or defects that are severe enough to affect the safety, soundness, or structural integrity of the improvements. The improvements are in need of substantial repairs and rehabilitation, including many or most major components. Ratings and Definitions 011 Dwellings with this quality rating are usually unique structures that are individually designed by an architect for a specified user. Such residences typically are constructed from detailed architectural plans and specifications and feature an exceptionally high level of workmanship and exceptionally high-grade materials throughout the interior and exterior of the structure. The design features exceptionally high -quality exterior refinement s and ornamentation, and exceptionally high -quality interior refinements. The workmanship, materials, and finishes throughout the dwelling are of exceptionally high quality. 02 Dwellings with this quality rating are often custom designed for construction on an individual property owners site. However, dwellings in this quality grade• • • are also found in high -quality tract developments featuring residence constructed from individual plans or from highly modified or upgraded plans. The design features detailed, high quality exterior ornamentation, high -quality interior refinements, and detail. The workmanship, materials, an?finishes throughout tlteP • • dwelling are generally of high or very high quality. • • • • • • Q3 • Dwellings with this quality rating are residences of higher quality built from individual or readily available designer plans in above -standard residential tract • developments or on an individual property owner's site. The design includes significant exterior ornamentation and interiors that art *ell llrAsiled. The • workmanship exceeds acceptable standards and many materials and finishes throughout the dwelling have been upgraded from "sto" itindards. • • Q4 • • ••••• Dwellings with this quality rating meet or exceed the requirements of applicable building codes. Standard or modified standard building plans are utilized and the design includes adequate fenestration and some exterior ornamentation and interior refinements. Materials, workmanship, finisoh,fa11 "tillipment are of* • • stock or builder grade and may feature some upgrades. • • • 05 •••••• • Dwellings with this quality rating feature economy of construction and basic functionality as main considerations. Such dwellings feature a plain design using readily available or basic floor plans featuring minimal fenestration and basic finishes with minimal exterior omamentation and limit✓!d interiortletail. ThIsg • • d dwellings meet minimum building codes and are constructed with inexpensive, stock materials with limited refinements and upgrades. • • Q6 •• • ••• Dwellings quality rating are of basic quality and lower cosy some may not be suitable for ear -round occupancy.Such dwellings are often built with • Dwe gs with this qu ty g q ty y yg simple plans or without plans, often utilizing the lowest quality building materials. Such dwellings are often built or expanded by persons who are • professionally unskilled or possess only minimal construction skills. Electrical, plumbing, and other mechanical systems and equipment may be minimal or non-existent. Older dwellings may feature one or more substandard or non -conforming additions to the original structure. Definitions of Not Updated, Updated, and Remodeled Not Updated Little or no updating or modernization. This description includes, but is not limited to, new homes. Residential properties of fifteen years of age or less often reflect an original condition with no updating, if no major components have been replaced or updated. Those over fifteen years of age are also considered not updated if the appliances, fixtures, and finishes are predominantly dated. An area that is'Not Updated' may still be well maintained and fully functional, and this rating does not necessarily imply deferred maintenance or physical /functional deterioration. Updated The area of the home has been modified to meet current market expectations. These modifications are limited in terms of both scope and cost An updated area of the home should have an improved look and feel, or functional utility. Changes that constitute updates include refurbishment and/or replacing components to meet existing market expectations. Updates do not include significant alterations to the existing structure . Remodeled Significant finish and/or structural changes have been made that increase utility and appeal through complete replacement and/ or expansion. A remodeled area reflects fundamental changes that include multiple alterations. These alterations may include some or all of the following: replacement of a major component (cabinet(s), bathtub, or bathroom tile), relocation of plumbing/gas fixtures/appliances, significant structural alterations (relocating walls, and/or the addition of) square footage). This would include a complete gutting and rebuild. Explanation of Bathroom Count Three-quarter baths are counted as a full bath in all cases. Quarter baths (baths that feature only a toilet) are not included in the bathroom count. The number of full and half baths is reported by separating the two values using a period, where the full bath count is represented to the left of the period and the half bath count is represented to the right of the period. UADDEF 8-2011 UAD version 9/2011 AI Ready 5004016427 5004016427 File# 01-16067206-01A Abbreviations Used in Data Standardization Text . •••• 0000 •• • • • • • ••••• •••• • • • • • •• Other Appraiser -Defined Abbreviations Abbreviation Full Name Fields Where This Abbreviation May Appear Abbreviation Full Name Appropriate Fields ac Acres Area, Site AdjPrk Adjacent to Park Location AdjPwr Adjacent to Power Lines Location A Adverse Location 8 View AnnLth Arms Length Sale Sale or Financing Concessions ba Bathroom(s) Basement &Finished Rooms Below Grade br Bedroom Basement &Finished Rooms Below Grade B Beneficial Location 8 View Cash Cash Sale or Financing Concessions CrySky City View Skyline View View CryStr City Street View View Comm Commercial Influence Location c Contracted Date Date of Sale/Time Conv Conventional Sale or Financing Concessions CrtOrd Court Ordered Sale Sale or Financing Concessions DOM Days On Market Data Sources e Expiration Date Date of Sale/Time Estate Estate Sale Sate or Financing Concessions FHA Federal Housing Authority Sale or Financing Concessions GlfCse Golf Course Location Glfvw Golf Course View View Ind Industrial Location R View in Interior Only Stairs Basement &Finished Rooms Below Grade Lndfl Landfill Location LtdS ht Limited Sight View Listing Listing Sale or Financing Concessions Mtn Mountain View View N Neutral Location &View NonArm Non -Anus Length Sale Sale or Financing Concessions • • Bs Rd Bus Road Location • • • o Other Basement &Finished Rooms B Prk Park View View • • Pstr1 Pastoral View View 0000 • PwrLn Power Lines View • • PubTm Public Transportation Location • • • • • • rr Recreational (Rec) Room Basement &Finished Rooms Beiply�e Relo Relocation Sale Sale or Financing Concessions • • • • • • RED RED Sale Sale or Financing Concessions • • Res Residential Location &View • • RH USDA —Rural Housing Sale or Financing Concessions • • • s Settlement Date Date of Sale/Time Short Short Sale Sale or Financing Concessions sf Square Feet Area, Site, Basement Unk Unknown Date of Salelfime VA Veterans Administration Sale or Financing Concessions w Withdrawn Date Date of Sale/Time wo Walk Out Basement Basement &Finished Rooms Below Grade wu • Walk U Basement Basement &Finished Rooms Below Grade WtrFr Water Frontage Location Wtr Water View View Woods Woods View View UADDEF 9-2011 UAD Version 9/2011 Al Ready 5004016427 ADDITIONAL PHOTOGRAPH ADDENDUM File# 01-16067206-01A Borrower/Client ALAIN GONZALEZ Property Address 1569 NE 104th St City Miami Shores County MIAMI-DADE State FL Zip Code 33138 Lender TD BANK, N.A. SUBJECT FRONT VIEW SUBJECT REAR VIEW • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • RIGHT SIDE VIEW 5004016427 ADDITIONAL PHOTOGRAPH ADDENDUM File# 01-16067206-01A Borrower/Client ALAIN GONZALEZ Property Address 1569 NE 104th St City Miami Shores County MIAMI-DADE State FL Zip Code 33138 Lender TD BANK, N.A. LEFT SIDE VIEW STREET VIEW STREET VIEW 5004016427 ADDITIONAL PHOTOGRAPH ADDENDUM File# 01-16067206-01A Borrower/Client ALAIN GONZALEZ Property Address 1569 NE 104th St City Miami Shores County MIAMI-DADE State FL ZlpCode 33138 Lender TO BANK, N.A. FOYER LIVING ROOM • • • • Nam• •••••• _ •••••• •• •••••Y • • • • • • • •••• • • • • • • •••••• • • • • • • • • • • • I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••••• KITCHEN 5004016427 ADDITIONAL PHOTOGRAPH ADDENDUM File# 01-16067206-OA •••a BATHROOM • • 000000 • • s • •••••• •• •••••• •••••• •••• • • • • • • • • • • • • • • • • 00000 • • • • • • • • • • • • • • • • • • • •••a•• ot FAMILY ROOM 5004016427 ADDITIONAL PHOTOGRAPH ADDENDUM File# 01-16067206-01A Borrower/Client ALAIN GONZALEZ Property Address 1569 NE 104th St City Miami Shores County MIAMI-DADE State FL Zip Code 33138 Lender TD BANK, N.A. BATHROOM BEDROOM • • • • • •••• 2 CAR GARAGE 5004016427 ADDITIONAL PHOTOGRAPH ADDENDUM File# 01-16067206-01A 3orrower/Client ALAIN GONZALEZ 'roperty Address 1569 NE 104th St amity Miami Shores County MIAMI-DADE State FL Zip Code 33138 -ender TD BANK, N.A. BEDROOM BEDROOM •••• • • •••• •••••• • •• • ••• • • 000000 • • • • • • • • • • • • • • • • • • •••••• •••• • ••••• •••••• •••• ••••• • • • 0000 •••• •••••• • • • • • • • • • • • • • 0000 • • .0000. DEN 5004016427 ADDITIONAL PHOTOGRAPH ADDENDUM F;le# 01-16067206-OIA r1a.11:t z.L1i BATHROOM 5004016427 ADDITIONAL PHOTOGRAPH ADDENDUM File# 01-16067206-01A Borrower/Client ALAIN GONZALEZ Property Address 1569 NE 104th St City Miami Shores County MIAMI-DADE State FL Zip Code 33138 Lender TD BANK, N.A. POOL SUBJECT VIEW • • • • • • •••• •••••• •• • ••• • • • • • • • • • • • • • • • • • •••• • ••••• •••••• •••• ••••• • • • • • • • • • • • • SUBJECT VIEW - 5004016427 COMPARABLES PHOTOGRAPH ADDENDUM F;le# 01-16067206-01A xrower/Client ALAIN GONZALEZ operty Address 1569 NE 104th St ty Miami Shores County MIAMI-DADE State FL Zip Code 33138 ender TD BANK, N.A. 4 Comparable Sale 1 1141 NE 90th St Miami Shores FL 33138 Date of Sale: s05/16;c02/16 Sale Price: 1,200,000 Sq. Ft.: 3,454 $ / Sq. Ft.: 347.42 Comparable Sale 2 1051 NE 86th St • • • • Miami Shores • FL • 33138 • • • • • • • • • • Date of Sale: s08/*WO7/146 • • • • • Sale Price: 1^1,"00 •• •••••• Sq. Ft.: 2,d41 • • • • 0 • • • • • $ /Sq. Ft.: 51610••0• .••••• • • •••• • ••••• •••••• •••• ••••• •• •• •••• •••••• • •••••• • • • • • • •••••• • Comparable Sale 3 2002 NE 122nd Rd North Miami FL 33181 Date of Sale: s06/16;c04/16 Sale Price: 945,000 Sq. Ft.: 2,459 $ / Sq. Ft.: 384.30 5004016427 COMPARABLES PHOTOGRAPH ADDENDUM File# 01-16067206-01A Borrower/Client ALAIN GONZALEZ Property Address 1569 NE 104th St City Miami Shores County MIAMI-DADE State FL Zip Code 33138 Lender TD BANK, N.A. UK A �o y� i tF rt •� F< Comparable Sale 4 1361 NE 104th St Miami Shores FL 33138 Date of Sale: s01/16;c12/15 Sale Price: 930,000 Sq. Ft.: 2,622 $ / Sq. Ft.: 354.69 Comparable Sale 5 Date of Sale: • • • 000 • • Sale Price: 000000 • • • • • • • • Sq. Ft.: •••••• • • • • • • • • • $ 1Sq. Ft.: •••• • • • • •••• • ••••• • • •••••• •••• ••••• • • • •• •• •••• •••••• • •••••• • • • • • • • • • • • • •••••• Comparable Sale 6 Date of Sale: Sale Price: Sq. Ft.: $ / Sq. Ft.: 5004016427 LISTING COMPARABLE PHOTOGRAPH ADDENDUM File# 01-16067206-01A Borrower/Client ALAIN GONZALEZ Property Address 1569 NE 104th St City Miami Shores County MIAMI-DADE State FL Zip Code 33138 Lender TD BANK, N.A. Listing 1 Listing Comparable 1 1100 NE 89th St List Price: $1,300,000 Total Rooms: 8 Listing 2 0. • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • •••••• Listing 3 5004016427 LOCATION MAP ADDENDUM File# 01-16067206-OIA Borrower/Client ^u"weowz^LEz Property Address 1569 NE 104th St m* County MIAMI-DADEState FIZip Code 33138 Lend", rnBANK, w.A Bay I- 1.31 miles NE 5004016427 SKETCH ADDENDUM File# 01-16067206-01A iorrower/Client ALAIN GONZALEZ 'ropertyAddress 1569 NE 104th St :ity Miami Shores County MIAMI-DADE State FL Zip Code 33138 ender TO BANK, N.A. €5rsen satin tiFia�FY: v. ra+r�r 8uarn [ii.�y anon r;:vex ce „s.s° 5' .i; � fir at liocs z ca- ca=a0e r2,ru 4�ro�>,rour Area Calculations Living Ama, first Pow 1488 Sq ft Serord floor 1324 Sq ft Total living Area (Rounded): 2812 Sq ft Non-tiving Area 2 Car At aCW "0.5 Sa ft - 2a, 1s• 5c*rord fl- ,Y x3r�ms+: • • • ••• q^ •• • ••• • •••••• • •••••• • •••• • • • •••• ,Calcutation Details, 24 x 7 168 9 x 7 63 54 19 1029 Its, 19 :x 218.5 5 x 2.5 = 12.5 24 x 16a 23 14,4 331.2 19 �. 30,5 S79.5 9,1 x 19 = 172.9 8 x 9 - 72 Q.5x8x0.1 0A 215 - 21 = 7,40.5 5004016427 Aerial Map File# 01-16067206-01A Borrower/Client ALAIN GONZALEZ Property Address 1569 NE 104th St City Miami Shores County MIAMI-DADE State FL Zip Code 33138 Lender TD BANK, N.A. a la mode tnc. t i5S9NE 104th St 5004016427 File'# 01-16067206-01A Borrower/Client ALAIN GONZALEZ Property Address 1569 NE 104th St City Miami Shores County MIAMI-DADE State FL Zip Code 33138 Lender TD BANK, N.A. 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IW2411 i4]I3,1151 111?T2411I' '1:3 d„ A ... • LICENSE 5004016427 File# 01-16067206-01A Borrower/Client ALAIN GONZALEZ PropertyAddress 1569 NE 104th St City Miami Shores County MIAMI-DADE State FL Zip Code 33138 Lender TD BANK, N.A. STATE OF FLORIDA • DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION k,4 ' FLORIDA REAL EST.ArE APPRAISAL BO 850--187-1395 1940 N MONROr, ST TALLAHASSE € FL. 32399-0783 KFARNS 3,.-TPA7R(('K r,?72 NVV :so AV5NUF 7,)RT I At1CFROALE FL 333"D r ,c0gratu,,a.,k w .^ n h�s fieense yt,,; became once at ;re nearty O'd m:#:wr Flor hart Lccf cd by Jv 0crW1.rTx141 cF Bur VV, t6d Nrr If^tranlal Et yEif�rrt tht { =ii crrsiafry p7rxi t'f�.��t r.vi�at tftl >3 irftt.^.+t =S to �:a<ttSf rf1Kf 4 'fORt LK L'R?t�. r(S iRttSfN{d;(k tq A',gtilti Rt%: and ;h..v keep . cr la s ec-Incmf ALrUrd. E.vefy tkay ,m n mr� tc :mp�uvv 1"w way wet- W W5—noss o1 otdci to yer w ttt {EYpr 10r r 7f?tt1.7:i n quit its ffniceA, pleat• 100 o `.0 my'>x_myit6riciaCe&CraAA,t01TF. Tt:e e yov gars find mwe iti onna n -igC1 31X cRrtrl�ns and heegvk>,.r<rry Eh:>I rr4crr,1 you. autr.r>t.1 its dtPorinenl nCg5r5{$Ifea.. rv1tS fe:un n'es�r0 �3�iatt thv" �i1}111wQrf!'6 1Numxes Cii:r rtf�s4t3n a1 L'fC iJ�>,(vastt?rr=II rs. t t�:rrryo Ett«;�rnt�v. Re�a::;a4 Fasrav 't. C �rSLa'£±Sy $E1rvw ly gC;v£,r pau h @r so :h5{ ucu C.;n ;-'p y,,*;t ..�.krtrn�rx #'a4 yaAj for dain9 bus iw-s& in Fl;.rida_ ,v d ^:cr bra vdati r,A r yai i naw ;itxnas' �i;,K. 1-i CAI'{. G1")v rrrN() P at1117t� D9TACH HERE Wi.,STATE OF FLORIDA p DEPARTMENTOF SUSINESSM40 PROFESSIONAL REGVLATIORi R05 ?14 ISSUED 11,118,7014 • • • • r{Rif»stC:l�tEgigENtL�L;�PPWtit?trH • • 1f�AR`a8, $CpT1"t�ATR:NiC • • • • • • • • 15 rgpr7re s,+csr ,. o•a. n.-,x .yr•.•s•ra • YYMrwr. !AV Wt. ). X`D • .`{i"13.3•:tl':' 00004 •••••• •• •• •• ••• • • • • • • • • • •• • ••• • KI N 3...A.7S ,i`t-.4.C:W 1 Md Y STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION �>� FLORIDA REAL ESTATE APPRAISAL BD f ` '�t ' IQ The CERTIFIEC RESIDENTIAL APPRAISE R ^1arnA� b�Icri 3S CtFiTIFIF#3 ,'>�at 1h�* Prov i�r1a rf Ot�'�frs 475 FS- {'xp1UWt.•d3tc. NOV X, 2016 KEARNS. SCOT PATI.PUCK 6872 NOW30TNAVE . FT LAUDERDALE FL 333CS a Miami Shores Village Building Department 10050 NE 2nd Ave. c_ Miami Shores, FL 33138co'p W 306-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by 4\"c) ryon1_ul-�- to perform special inspector services under the Florida Building Code 5th Edition (2014) and Miami ade County Administrative Code at the 1 �b `\ N E 04i b�- project on the below listed structure as of --A b-6 t Zo li' (date). I am a registered architect/professional engineer licensed in the State of Florida. •••• Proce Number: et., ' t5 6 • Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) • • • • • • • • Miami Dade County Administrative Code, Article II Section B-22 Special Inspector for • • • • • _ Trusses > 35 ft. long or 6 ft. high • • • • • • _ Steel Framing and Connections welded or bolted • • • • • • • • • • oil Compaction • • • • •' • Precast Attachments ...... _ Roofing Applications, Lt. Weight. Insul. Conc. • • ' •'. ✓Other►1fe ��nt10�'�D'^ •• Mote: Only the marked boxes apply. The following individual(s) employed by this firm or the is authorized representative to perform inspection* I . !�o 2. 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial rdance with the approval plans. �\ Engineer/Aprchi ect Signed an,S;a3l�cf Date: Name -e/ Print Address \i S ,Nw MecaWind Std v2.2.7.0 per ASCE 7-1 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises. o Date 7/13/2017 Project No. JobNo Company Name F.I.E. Designed By VMB Address 6175 NW 167 ST G-20 Description SINGLE FAMILY HOME City HIALEAH Customer Name ALAIN GONZALEZ State FL Proj Location 1569 NE 104th St Miami Shores, FL 331 8 File Location: C:\Users\Mauricio\Dropbox\FIE\lA-2017\3-Civil 2017\2-Civil Projects - Gonzalez-1569 NE 104th Street, Miami Shores, FL 33138\wind load calc..wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category = IT Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 •••• Alpha = 11.50 Zg = 700.00 ft • • At = 0.09 Bt = 1.0: • • •••• •••••• Am = 0.11 Bm = 0.800•• ••• • •• Cc = 0.15 1 = 650.0 eoe• • • Epsilon = 0.13 Zmin = 7.00 ft• Pitch of Roof = 0 : 12 Slope of Roof(Theta) _ .OD•'J'*e • • •••• h: Mean Roof Ht = 20.00 ft Type of Roof = FLAT •••• • • • • RHt: Ridge Ht = 20.00 ft Eht: Eave Height = 20.0O•ft••• �••••• OH: Roof Overhang at Eave= .00 ft Overhead Type = Overhang ••••• • • Bldg Length Along Ridge = 53.00 ft Bldg Width Across Ridge= 64.0T* "* * �••• ••••• Gust Factor Calculations 000000 •••• •••••• • Gust Factor Category I Rigid Structures - Simplified Method • • • • Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 • • • • •• •••• Gust Factor Category II Rigid Structures - 9 Y 9 Complete Analysis P Y • • • •• • ••• • •••••• • • Zm: 0.6*Ht = 12.00 ft • • lzm: Cc*(33/Zm)^0.167 = 0.18 •• Lzm: 1*(Zm/33)^Epsilon = 572.79 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.92 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 14 D Kh: 2.01*(Ht/Zg)^(2/Alpha) = 1.08 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 43.31 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 3392.00 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 53 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) --------------- ------ ----------- -GCpi (psf) ----------- Leeward Wall -0.46 -24.67 -9.08 Side Walls -0.70 -33.56 -17.97 Wall Elev Kz Kzt Cp qz Press Press Total •••• ft psf +GCpi -GCpi +/-GCpi • • • • • • • • • • • • ------------------------------------------------------------------- • • • • Windward 20.00 1.08 1.00 0.80 43.31 21.65 37.24 46.33 •• • •••• i •• Windward 10.00 1.03 1.00 0.80 41.19 20.22 35.81 44.89 •••••• • •• •••••• Roof - Dist from Windward Edge Cp Pressure Pressure �••••: +GCpi (psf) •••• -GCpi (psf) • • • • • • • • • • .0000 Roof: 0.0 ft to 10.0 ft -0.90 -40.92 -25.33000000 •••• •••••• Roof: 10.0 ft to 20.0 ft -0.90 -40.92 • • -25.3300 • Roof: 20.0 ft to 40.0 ft -0.50 -26.20 •• -10.61 •••• •••••• Roof: 40.0 ft to 64.Oft -0.30 -18.84 -3.25•00•0• • • • • • • •••••• Notes - Normal to Ridge • • 0••••• • • Note (1) Per Fig 27.4-1 Note 7, Since Theta<= 10 Deg base calcs on Eave Ht• • • •••••• Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) •• • •••• : • • Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press •• Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta<10), Theta= .0 Deg, h/1= 0.31 MWFRS-Wall Pressures for Wind Normal to 64 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) --------------- ------ ----------- -GCpi (psf) ----------- Leeward Wall -0.50 -26.20 -10.61 Side Walls -0.70 -33.56 -17.97 Wall Elev Kz Kzt Cp qz Press Press Total ft ------------------------------------------------------------------- psf +GCpi -GCpi +/-GCpi Windward 20.00 1.08 1.00 0.80 43.31 21.65 37.24 47.85 Windward 10.00 1.03 1.00 0.80 41.19 20.22 35.81 46.42 Roof - Dist from Windward Edge Cp Roof: 0.0 ft to 10.0 ft -0.90 Roof: 10.0 ft to 20.0 ft -0.90 Roof: 20.0 ft to 40.0 ft -0.50 Roof: 40.0 ft to 33.0 ft -0.30 OH Top : 0.0 ft to 10.0 ft -0.90 Overhang Top 10.0 ft to 20.0 ft -0.90 Overhang Top 20.0 ft to 40.0 ft -0.50 Overhang Top 40.0 ft to 53.0 ft -0.30 Pressure Pressure +GCpi(psf)-GCpi(psf) -------------------- -40.92 -25.33 -40.92 -25.33 -26.20 -10.61 -18.84 -3.25 -48.72 -48.72 -48.72 -48.72 -34.00 -34.00 -26.63 -26.63 Notes - Along Ridge Note (1) OH = Overhang, no internal pressure considered for Overhang (GCpi=O) Note (2) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.38 Wind Pressure on Components and Cladding (Ch 30 Part 1) Y=om', not 2 1 CAN Roof 8 <_ 7 • All pressures shown are based upon ASD Design, with a Load Factor of .6 • Width of Pressure Coefficient Zone "a" _ = 5.30 ft •••• Description Width Span Area Zone Max Min Max P Min P •••••• ft ft ft^2 GCp GCp psf psf----------------------------------------------------------------------- • • •• •• OPENING A 11.60 7.00 81.2 5 0.76 -0.97 40.51 -49.84 •••••• OPENING B 10.60 7.00 74.2 4 0.76 -0.85 40.78 -44.68 • • • OPENING C 4.30 3.00 12.9 4 0.88 -0.97 46.01 -49.91 OPENING D 12.00 7.00 84.0 5 0.75 -0.97 40.41 -49.64 • • OPENING E 12.00 6.60 79.2 5 0.76 -0.97 40.58 -49.99 •• • OPENING F 10.00 6.60 66.0 4 0.77 -0.86 41.13 -45.03 OPENING G 9.00 6.60 59.4 5 0.78 -1.01 41.44 -51.71 OPENING H 9.00 3.10 27.9 5 0.83 -1.12 43.70 -56.23 OPENING I 2.10 1.30 2.7 4 0.90 -0.99 46.77 -50.67 OPENING J 3.00 3.10 9.3 4 0.90 -0.99 46.77 -50.67 OPENING K 3.00 3.00 9.0 4 0.90 -0.99 46.77 -50.67 OPENING L 6.00 4.10 24.6 4 0.84 -0.93 44.08 -47.98 OPENING M 6.00 4.10 24.6 5 0.84 -1.14 44.08 -56.98 OPENING N 3.10 4.10 12.7 5 0.88 -1.23 46.05 -60.93 OPENING 0 13.80 2.10 29.0 5 0.83 -1.11 43.59 -56.00 OPENING P 2.10 1.30 2.7 4 0.90 -0.99 46.77 -50.67 OPENING Q 1.30 3.40 4.4 4 0.90 -0.99 46.77 -50.67 OPENING R 1.30 3.40 4.4 4 0.90 -0.99 46.77 -50.67 OPENING S 5.80 6.40 37.1 4 0.81 -0.90 42.85 -46.75 OPENING T 2.50 6.60 16.5 5 0.87 -1.19 45.27 -59.37 Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.08 Qhcc:.00256*V^2*Khcc*Kht*Kd = 43.31 psf �S�- ' ^ - "'11AA '�\p V�' Engineering & Laboratories, LLC 45 Valencia Avenue Coral Gables, FL 33134 Phone No: (305) 445-2399 Fax No: (305) 445-2219 . . .... ...... . • ...... .. ...... • •••••• .••••: .... . ••••. ...... .... ..... .. .. .... ...... . • ....•• see :9600: DPW .. ••• . • Subsurface Exploration Report 1569 NE 104th Street Miami Shores, Florida March 10, 2017 STRUCTURAL REVI APPROVED DAT�OO Table of Contents ' Subsurface Exploration Report Boring Log Report ...... ...... I. Subsurface Report ' i. Boring No. i Map (Boring location) I i. AffW MapapView dsubjectpmp" Engineering & Laboratories, LLC 45 Valencia Avenue, Coral Gables, FL 33134 Phone No: (305) 445-2399 Fax No: (305) 445-2219 . . .... ...... ...... .. ...... March 1Oth, 2017 •••"• ' ...... .... . ..... ...... .... ..... Mr. Alain Gonzalez •••••• ••�• •••••• 1569 NE 104th Street ;'•;'; '. Miami Shores, FL . . . . •••••• ...... Subject: Subsurface Exploration Report for addition footing. 1569 NE 104th Street Miami Shores, Florida Gentleman, We transmit herewith our report on the completed subsurface soil exploration for your proposed new footing addition as requested and authorized by you. The scope of the study required to evaluate the subsurface conditions and to provide recommendations for the foundation support for the proposed structure. The data and recommendations presented in this report are based on information obtain from one (1) Standard Penetration Test (SPT) Boring. We thank you for giving us the opportunity of providing this service. Please do not hesitate to contact this office if you have any questions regarding this report. Yours truly, SET Engineering & Laboratories, LLC Fermin A. Martinez, P.E Florida Registration # 9363 `%`1%11131 s+t f pto,I`le AA. d Y, mmmam ep A _ e o. 19363 m i m �r m STATE OF a l e r m mm A- e 'a t'�ifitha7?n; Page 1 of 4 Engineering & Laboratories, LLC 45 Valencia Avenue, Coral Gables, FL 33134 Phone No: (305) 445-2399 Fax No: (305) 445-2219 March l Oth, 2017 • Scope and Purpose: • • • • • ...... •••• • The purposes of performing this exploration were to evaluate•:"Et gene45l• subsurface conditions and the ground water level variations dve,,iq climatiF changes within the proposed project area and to provide recomMehctations fok its foundation support. 00.• •• • ••• Site Location and Site Description: • • • The site for the proposed facility is located on 1569 NE 104th Street, Miami Shores, Florida. The subsurface exploration- was performed on March 1Oth, 2017. The locations of the borings are on the attached lay out plan. This investigation was conducted to analyze the existing subsurface soil and to recommend the most economical feasible foundation for the above proposed project. A detail exploration and subsequent analysis undertaken are discussed & included with this report. Field Exploration Program: The field exploration program consisted of performing one (1) Standard Penetration Test (SPT) borings. The SPT borings were performed within the proposed area of the building. The borings were advanced to a depth of thirty (30 ft) feet below the actual ground surface using the methodology outlined in ASTM D-1586. Split -spoon soil samples recovered during performance of the borings were visually classified in the field. The groundwater level of the borings locations was measured upon completion of the drilling. Procedure Method The penetration testing and soil sampling are accomplished simultaneously using procedures in general accordance with ASTM D-1586, the Standard Penetration Test (SPT). A 2-inch O.D by 1.4 inch I.D. split -spoon samplers is driven with a 140 pounds hammer falling 30 inches. The number of hammer blows required to drive the sampler is recorded on the bore hole logs entitled Soil Standard Penetration Test Result. Where possible, the sampler is driven 24 inches, with the hammer blows being recorded for each of four 6-inch intervals. The "Penetration Resistance" or "N" value is the sum of the blows recorded for the second and third six inch intervals. This value is widely accepted by geotechnical engineer as an indication of the relative density and strength of the soil being sampled. Page 2 of 4 Engineering & Laboratories, LLC 45 Valencia Avenue, Coral Gables, FL 33134 Phone No: (305) 445-2399 Fax No: (305) 445-2219 • • ••rY rrr••r Laboratory Testinq Program: •••"' :....: Representative soil samples obtained during field sampling 0,"Qw ion wera. ..:..' packaged and transferred to our laboratory for further visual exCWU45tion•&;cd •••••• clarification. The soil samples were visually classified in general acrCrVonce with '. the Unified Soil Classification System (ASTM D-2488). The resulting soil descrip4ior,;• ;••••; are shown on the soil boring profiles. Subsurface Soil Conditions: Typical subsoil conditions at the site, showing the consistency, type of soil and thickness of each stratum, are indicated on the Boring Test. Groundwater Monitoring: The groundwater level was measured in the boreholes after stabilization of the down hole water level. The measured water levels were measured at depth of (7'-3") below the ground surface on the dates indicated in the Appendix. Fluctuations in the groundwater levels should be anticipated throughout the year primarily due to seasonal variations in rainfall and other factors that may vary from the time the borings were conducted. The normal seasonal high groundwater level each year is the level in the August -September period of the rainy season. These levels may be modified at any time a hurricane hit the area during the expected hurricane season (June -October) and groundwater level may top the ground surface level. Discussion: The site for the proposed construction is located inside the existing residential property. Page 3 of 4 PRIMARY FOUNDATION RECOMMENDATION FOR BUILDING AREA: OPTION 1 1). Based on our past experiences & the sub -surface investigation reveals we recommend pin piles with following specification: • 3'/2" O.D., 3.0 I.D. steel pipe GALV. ASTM A-53, schedule 40, FY = 35KSI.Wt*?. a maximum of 3.0 tons (compression). : .•. •••• • 4" O.D., 3.5 I.D. steel pipe GALV. ASTM A-53, schedule 40, EY;;.15KS1 witty; max allowable bearing capacity of 4 tons (compression). ...:.. • Piles should be driven until a minimum driving resistance 2 ir,!••• • • 30 seconds is attained with a driving equipment of 140 LB Ja(fMammdr • Alternate driving criteria: Piles shall be driven to a minimuri*X:blows.p r • last inch with a 260 LB drop hammer falling 24". • 30'-0" from cut off elevation. • • Install #6 reinforcing bar, which shall integrate with the foun:iatitan footing structure. •.: • Piles shall be fully grouted internally or place concrete mix. • Using pea rock strength to be 3,000 PSI in 28 days. • Test on grout or concrete used to be performed by a testing laboratory. • Pile installation shall be witnessed by the Geotechnical inspector. • Geotechnical inspector shall confirm driving resistance, compliance with depth requirements, continuity of grouting and reinforcing details; • Inspector's log shall include the proceeding and all other pertinent data including pile identification. OPTION 2 Helical Pile can be used for higher compression strength. Helical piles are suited for 8 tons bearing capacity in compression. They need to extend to 30' pile refuse depth resistance. We recommend the following: Three (3) inch Round shaft (IRS) with compression capacity of 8 tons and approximate length of 30'-0" to bear at refuse resistance. Conclusion: The above findings are based on our soil standard penetration data and information obtained at the test locations. Uniformity of soil strata in the immediate vicinity may be assumed, however, it is not guaranteed, and this office assumes no responsibility of areas other than those where the sub -soil investigation was made and reported here -in. In order to assure proper performance of foundations and to assure that the design requirements are fulfilled in actual construction, it is recommended that all earthwork compaction and foundation excavation be performed by this office or under supervision of a Geotechnical Engineer. Page 4 of 4 Engineering & Laboratories, LLC 45 Valencia Avenue, Coral Gables, FL 33134 Phone No: (305) 445-2399 Fax No: (305) 445-2219 BORING LOG REPORT Client Mr. Alain Gonzalez Order No. Address 1569 NE 104 Street Miami Shores, FL Report No. • • • • Project Residential Property Hole:No.'. 1 Address 1569 NE 104 Street Miami Shores, FL Date* 3 10/iZ 7 • Location Front Entrance Drio;;K.- SJ Depth (feet) Description of Materials Sample Number Hammer B1o,*§ On Sample?: .. "N"' ': . 004 Hammer:' '*Alows bri • • •••• Casing • 1 0'-1" Grey Sand 1 4 3: : .... 2 0'-1" - 2'-0"Brown Sand 3 4• • • 6 ' .... 3 2'-0" - 3'-0" Li t Gray Sand 2 6 12 • • • : 4 3'-0" - 6'-0" Dark Grey Sand with Silt traces with rock particles . 5 5 17 5 3 2 2 6 3 3 5 7 6'-0" - 9'-0" Grey Silty Sand Marl 4 4 3 8 3 3- 6 9 5 3 3 10 9'-0" - 11'-0" Black Sand with peat with roots & Marl 8 15 11 11 6 18 24 12 11'-0" - 13'-0" Gray Sand 20 28 44 13 7 32 38 14 13'-0"- 18'-0" Gray & Brown Sand with rock particles 22 35 60 15 8 17 17 16 8 8 25 17 9 13 9 18 10 25 19 19 18'-0" - 23'-0" Gray Sand with Rock particles 10 16 10 20 13 10 23 21 11 12 10 22 10 9 20 23 12 14 10 24 23'-0" - 30'-0" Grav Sand with Rock particles 11 9 21 25 13 6 9 26 5 7 14 27 14 10 13 28 20 20 33 29 15 26 20 30 23 28 43 Water table 7'-Y' ,. As a mutual protection to clients, the public and ourselves, all reports are submitted as the contidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Engineering & Laboratories, LLC 45 Valencia Avenue Coral Gables, FL 33134 Phone No: (305) 445-2399 Fax No: (305) 445-2219 .••. PROJECT ADDRESS: 1569 NE 104t Street • • • • • • • • Miami Shores, FL 33138 • • •' : 00, •••••• •••• • • ...... •2•• •• In ' _ � ' ° L 0000 DRILL HOLE (75' RIGHT-OF-WAY) 0 FENCE oXW FOUND SEAWALL CAP DAV"S� [SEAWALL CAP 16.30' 0 1 0.45'(N) SEAWALL AX 6' WOOD 4! CHAIN LINK FENCE FENCE OSE to 0) FINISH FLOOR ELEV.=7.29' GARAGE FLOOR ELEV=5.72' _x PLANTER uo FOUND 3/4* IRON PIPE lb FOUND 1/2- SITEE B.M. IRON PIPE 04 cb FOUND PKwAIL A«P.c ,,DRAWN BY: Q.D.I. SIDE 2 OF 2 �j 1! _ PIMVELL SUR VEY, INC. 5300 W. HILLSBORO BLVD., SUITE 215-A COCONUT Cl FLORIDA 33073 PHONE(954)4184940 FAX(954)4184941 EMAIL: ordm@sfland-net CERTIFICATE NO.: LB6857 • • 1569 N.E.104TH STREET • • % • • M0v1 §AORES,•FI:ORIDA 33139 ... • 10 np.QP, ZONE 8% I.EVA Q�iS: FL XP ZONE: AE . ... • . • B4V,$)yQOD ELEVATION: 9' CgNTROJ., PANEL-NOn :20652-Q306-L. D4" 0F7lRM 1pDW- j09/11/0y • .. • REFERENCE BENCHMARK: MIAMI-DADS COUNTY ENGINEERING B.M. "B-26-RA" ELEVATION=17.23' CERTIFY TO: 1. ALAIN GONZALEZ 2. KIM & LOWMAN, LLP 3. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY 4. TBD - LENDER, ITS SUCCESSORS AND/OR ASSIGNS, AS THEIR INTEREST MAY APPEAR POTENTIAL ENCROACHMENTS: 1.4 FOOT CHAIN LINK FENCE CROSSES OVER THE EASTERLY PROPERTY LINE. LEGAL DESCRIPTION: LOT 17, BLOCK 3, OF -RIVER BAY PARK ADDITION", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 40, AT PAGE 72, OF THE PUBLIC RECORDS OF MIAMI-DARE COUNTY, FLORIDA. LEGEND & ABBREVIATIONS: A = ARC D.E. = DRAINAGE EASEMENT P.C. = POINT OF CURVATURE A/C = AIR CONDITIONER ELEV. = ELEVATION P.E. = POOL EQUIPMENT A.E. = ANCHOR EASEMENT E.S. = ELECTRIC SERVICE P.I. = POINT OF INTERSECTION B.M. = BENCHMARK F.P. & L. = FLORIDA POWER & LIGHT P.R.C. = POINT OF REVERSE CURVE B.CR = BROWARD COUNTY RECORDS L.B. = LICENSED BUSINESS P.O.B. = POINT OF BEGINNING C.B.S. = CONCRETE BLOCK STRUCTURE L.P. = LIGHT POLE P.O.C. = POINT OF COMMENCEMENT CHATT. = CHATTAHOOCHEE M.H. = MANHOLE P.P. = POWER POLE C.O. = CLEANOUT M = MEASURED R = RADIUS CONC. = CONCRETE NAVD = NORTH AMERICAN VERTICAL DATUM R/W = RIGHT-OF-WAY C.L.F. = CHAIN LINK FENCE NGVD = NATIONAL GEODETIC VERTICAL DATUM T = TANGENT C.L.P. = CONCRETE LIGHT POLE NO. = NUMBER (TYP.) = TYPICAL (C) = CALCULATED O.H. = OVERHANG U.E. = UTILITY EASEMENT C.B. = CHORD BEARING ORB. = OFFICIAL RECORDS BOOK W.F. = WOOD FENCE C.R. = CABLE RISER O/S = OFFSET W.M. = WATER METER (D) = DEED (P) = PLAT A = DELTA OR CENTRAL ANGLE D.B. = DEED BOOK P.B.CR = PALM BEACH COUNTY RECORDS = CENTERLINE M-D.CR= MIAMI-DADS COUNTY RECORDS P.B. = PLAT BOOK = ELEVATION _ GENERAL NOTES: 1. TYPE OF SURVEY: BOUNDARY 2. IF THIS SURVEY HAS BEEN REVISED AS INDICATED IN THE REVISION BOX SHOWN HEREON, THEN ANY AND ALL PREVIOUS VERSIONS OF THIS SURVEY PREPARED BY PMNELL SURVEY, INC. ARE NULL & VOID. 3. THE PROPERTY SHOWN HEREON WAS NOT ABSTRACTED FOR OWNffii�&U, RIGHTS -OF -WAY, EASEMENTS OR OTHER MATTERS OF RECORD BY PINNELL SURVEY, INC. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT DEPICTED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THE COUNTY, FOR WHICH THE SUBJECT PROPERTY IS LOCATED IN. 4. UNLESS OTHERWISE NOTED, FIELD MEASUREIAENTS ARE IN AGREEMENT WITH RECORD MEASUREMENTS. 5. ELEVATIONS SHOWN HEREON (IF ANY) ARE RELATIVE TO NGVD 1929, UNLESS OTHERWISE NOTED. 6. UNDERGROUND IMPROVEMENTS AND UTIIdTIES ARE NOT LOCATED. 7. FENCE AND WALL OWNERSHIP IS NOT DETERMINED. 8. THIS DRAWING IS THE PROPERTY OF PINNELL SURVEY, INC. AND SHALL NOT BE USED OR REPRODUCED, WHOLE OR IN PART WITHOUT WRITTEN PERMISSION & AUTHORIZATION FROM PINNELL SURVEY, INC. 9. ALL EASEMENTS SHOWN ON THE ATTACHED DRAWING ARE PER THE RECORD PLAT (UNLESS OTHERWISE NOTED). CERTIFICATION:. - THIS IS TO CERTIFY THAT I HAVE RECENTLY SURVEYED THE PROPERTY DESCRIBED IN THE FOREGOING TITLE CAPTION AND HAVE SET OR FOUND MONUMENTS AS INDICATED ON THIS SKETCH AND THAT SAID ABOVE GROUND SURVEY AND SKETCH ARE ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE UNDER RULE 5J-17, FLORIDA ADMINISTRATIVE CODE, ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER IT,% v Mj:�1 /U JASON H. PINNEIL PROFESSIONAL SURVEYOR & MAPPER LICENSE NO.5734, STATE OF FLORIDA SKETCH NO.: 16-1789 DATE OF SURVEY: 09/19/16 CHECKED BY: J.P. FIELD BOOK/PAGE: 541/37 Si E 1 OF 2 snq,.build Engineering for Build, LLC. PAGE ' /63 70) n n COVER SHEET DATE:. June 2nd, 2017 • • • • • • ...... .. . ...... PROJECT: GONZALEZ RESIDENCE •••••• Remodeling House :""' •.... ...... . . ..... ADDRESS: 1569 NE 101h ST., •••••• •• MIAMI SHORES, FLORIDA . . . ...... .....• . . . . . %.... 0. CLIENT: ALAIN GONZALEZ STRUCTURAL. REVI W 1569 NE loth ST., APPROVED) MIAMI SHORES, FLORIDA AT �� I This computation book contains manual and computerized structural calculations, certain printed manufacturer's data and Computation pages are numbered 1 thru 63. Computations were performed to the best of our knowledge according to sound and generally accepted engineering principals and Code requirements, using nationally recognized computer software and in-house developed software. Prior to commissioning into service, the in-house developed software was 40ptplug%yj.Fhecked by performing parallel manual computations. The sign and seal provided h, h. awI mVd/gpver all computation sheets pages 1 through 63. `\.` �., ••• �i� _ Z * 0 Z= Engineering fof/� Andres M. Feliciano; 30228 75404 VALID FOR ONE (1) PERMIT ONLY. VALID ONLY WITH RAISED PE SEAL. Project "GONZALEZ RESIDENCE" 1569 NE 101h ST, MIAMI SHORES, FLORIDA r 2155 NE 163RD ST • N. MIAMI BEACH, FL. 33162 p: 305 508 0161 + t,tilww.eng4build.com : e: engineering@eng4build.com iet' 9B �; 1 �E.,qx A b u 11d PAGE INDEX DESCRIPTION Wind Load Calculation - Main Structure - Windows & Doors Steel Beam Design Steel Beam Connection Design To Concrete Existing Pile Foundation Checking For New Loads Steel Channel Reinforcing Design Steel Channel Connection To Concrete Steel Beam HSS Design Steel Beam HSS Connection To Concrete Connection between W Beams Calculation Florida Approval # 16294 Wood Connectors "/63 PAGE ... 4• '22 ...... • 23 �26 33 39 45 47 2155 NE 163RD ST • N. MIAMI BEACH, FL. 33162 p: 305 508 0161 + www.eng4build.com • e: engineering@eng4build.com 1/63 MECAWind Version 2.1.0.6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2017 www.mcca�nt,er'zrises.rar. Date 5/22/2017 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: C:\Users\User\Dropbox\KAROL\Gonzales Reno\CALC\Gonzalez wind pressure.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon STRENGTH Design, with a Load Factor 01% •; Basic Wind Speed(V) = 175.00 mph • • •• • Structural Category = II Exposure Category •••_ OR Natural Frequency = N/A Flexible Structure **owes Lice Importance Factor = 1.00 Kd Directional Factowee0-so 0.85. Damping Ratio (beta) = 0.01 •.•• • • Alpha = 11.50 Zg 'e.�e` 700.V(TW At = 0.09 Bt •••�•0 1.47 • Am = 0.11 Bm oo's.' 0.%o. Cc = 0.15 1 e••seo650.00 ft Epsilon = 0.13 Zmin a a 0 7,00 ft Slope of Roof = 0.25 : 12 Slope of Roof(Theta)' =e 1.409•DAg Ht: Mean Roof Ht = 18.00 ft Type of Roof •opt Mono ..00pes RHt: Ridge Ht = 18.00 ft Eht: Eave Height = 18.00•ft^ OH: Roof Overhang at Eave= 4.00 ft Roof Area = 2941.00 ft 2 Bldg Length Along Ridge = 59.00 ft Bldg Width Across Ridge= 53.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 10.80 ft lzm: Cc*(33/Zm)'0.167 = 0.18 Lzm: 1*(Zm/33)'Epsilon = 565.30 ft Q:(1/(1+0.63*((B+Ht)/Lzm)'0.63))'0.5 = 0.92 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems 2/63 LI . .•...• . • ... • . . Kh: 2.01*(Ht/Zg)^(2/Alpha) s-• 001.21 •• •• Kht: Topographic Factor (Figure 6-4) t••*•i*.00 • Qh: .00256*(V)'2*I*Kh*KhtkKd c 80.70 psf • Cpww: Windward Wall Cp(Ref Fig 6-6) t 60.80 • Roof Area =•• 29a41.00.fit-2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressure; for Wind Normal to 59 ft wall (Normal to Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -48.82 -19.77 Side Walls -0.70 -62.54 -33.49 Wall Elev Kz Kzt qz Press Press Total ft psf +GCPi -GCpi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 18.00 1.21 1.00 80.70 40.35 69.40 89.17 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------- -------------------------- 0.0 ft to 9.0 ft -0.90 -76.26 -47.21 9.0 ft to 18.0 ft -0.90 -76.26 -47.21 18.0 ft to 36.0 ft -0.50 -48.82 -19.77 36.0 ft to 53.Oft -0.30 -35.10 -6.05 MWFRS-Wall Pressures for Wind Normal to 53 ft wall (Along Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.48 -47.27 -18.22 Side Walls -0.70 -62.54 -33.49 Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 18.00 1.21 1.00 80.70 40.35 69.40 87.62 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------- -------------------------- 0.0 ft to 9.0 ft -0.90 -76.26 -47.21 9.0 ft to 18.0 ft -0.90 -76.26 -47.21 18.0 ft to 36.0 ft -0.50 -48.82 -19.77 36.0 ft to 59.0 ft -0.30 -35.10 -6.05 3/63 •••• • • • • •••• •••••• • • • • • • • • • • • • • • • • • • • • • • • • •••••• • • •••••• •••• • ••••• •••••• • • ••••• • • • • • •• •• •• •• •••••• • • • • • • • • • •••••• • • • • 4/63 MECAWind Version 2.1.0.6 per ASCE 7-10 Developed by MEGA Enterprises, Inc. Copyright 2017 mecacnterprises.cor,! Date 6/3/2017 Project No. Company Name Designed By Address Description ' City Customer Name State Proj Location File Location: C:\Users\amfbl\Dropbox\e4b\2017\VMB\MIAMI SHORES\CALCS\Gonzalez WLcalcs 6_2_17.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor f .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 BM = O.AiS••. Cc = 0.15 1 ; �•. 650.88•ft •`••;` Epsilon = 0.13 Zmin `•_• 7•ee;ft, •• Slope of Roof = 0.25 12 Slope of Roof (Theta)•••" • 1.19 Dtg •••••• Ht: Mean Roof Ht = 18.00 ft Type of Roof ••••-"MonosloQe • • RHt : Ridge Ht = 18.00 ft Eht : Eave Height o"• 18 9b Qq j . 0 so" " • • OH: Roof Overhang at Eave= 4.00 ft Roof Area ••- 2941!00 ft- ••�••• 2 Bldg Length Along Ridge = •••.•• • • 59.00 ft Bldg Width Across Ridgex•• 53.0@it •.••• •••••• • Gust Factor Category I Rigid Structures - Simplified Method ; • ; • . ....;. Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 01.85 ;•••'• • • Gust Factor Category II Rigid Structures - Complete Analysis • • •. Zm: 0.6*Ht = 10.80 ft lzm: Cc*(33/Zm)'0.167 = 0.18 Lzm: 1*(Zm/33)'Epsilon = 565.30 ft Q:(1/(1+0.63*((B+Ht)/Lzm)'0.63))'0.5 = 0.92 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems Ll z 5/63 ...... Kh: 2.01*(Ht/Zg)'(2/Alpha) tO 091.21 •• •• Kht: Topographic Factor (Figure 6-4) • Qh: .00256*(V)"2*I*Kh*KhtkKd It 4EP-42 ��t•�• Cpww: Windward Wall Cp(Ref E'ig 6-6) : �4D.80 • Roof Area =•• 29.41 . OO•fft2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 59 ft wall (Normal to Ridge) Wall CP Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -29.29 -11.86 Side Walls -0.70 -37.53 -20.09 Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ------------------- ------- --------- Windward 18.00 1.21 1.00 48.42 24.21 41.64 53.50 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------- -------------------------- 0.0 ft to 9.0 ft -0.90 -45.76 -28.33 9.0 ft to 18.0 ft -0.90 -45.76 -28.33 18.0 ft to 36.0 ft -0.50 -29.29 -11.86 36.0 ft to 53.Oft -0.30 -21.06 -3.63 MWFRS-Wall Pressures for Wind Normal to 53 ft wall (Along Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.48 -28.36 -10.93 Side Walls -0.70 -37.53 -20.09 Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ------------------- ------- --------- Windward 18.00 1.21 1.00 48.42 24.21 41.64 52.57 Note: 1) Total - Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------- -------------------------- 0.0 ft to 9.0 ft -0.90 -45.76 -28.33 9.0 ft to 18.0 ft -0.90 -45.76 -28.33 18.0 ft to 36.0 ft -0.50 -29.29 -11.86 36.0 ft to 59.0 ft -0.30 -21.06 -3.63 6/63 • • •••• •••••• • • • • • • • • • • • • • • • • •••• • ••••• •••••• • • ••••• •• •• •• •• •••••• • • • • • •••••• 7/63 MECAWind Version 2.1.0.6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2017 w-ww.mecaenterprise:.^.om Date 6/3/2017 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: C:\Users\amfbl\Dropbox\e4b\2017\VMB\MIAMI SHORES\CALCS\Gonzalez WLcalcs 6-2-17.wnd 2 ----- 1 ;-3 1' i ,2: 1 r 1 •.i Gable Roof 8•�•'� Wind Pressure on Components and Cladding (Ch 30 Part 1)•••••; All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 5.3 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft"2 GCp GCp psf psf -------------------------------------------------------------------------- wl 3.00 5.00 15.0 4 0.87 -0.96 50.94 -55.30 wl 3.00 5.00 15.0 5 0.87 -1.20 50.94 -67.01 w2 3.00 2.50 7.5 4 0.90 -0.99 52.29 -56.65 w2 3.00 2.50 7.5 5 0.90 -1.26 52.29 -69.73 w3 3.00 2.50 7.5 4 0.90 -0.99 52.29 -56.65 w3 3.00 2.50 7.5 5 0.90 -1.26 52.29 -69.73 w4 3.16 3.00 9.5 4 0.90 -0.99 52.29 -56.65 w4 3.16 3.00 9.5 5 0.90 -1.26 52.29 -69.73 w5 3.00 7.50 22.5 4 0.84 -0.93 49.58 -53.94 w5 3.00 7.50 22.5 5 0.84 -1.15 49.58 -64.30 di 3.00 8.00 24.0 4 0.84 -0.93 49.37 -53.73 di 3.00 8.00 24.0 5 0.84 -1.14 49.37 -63.87 d2 3.00 8.00 24.0 4 0.84 -0.93 49.37 -53.73 d2 3.00 8.00 24.0 5 0.84 -1.14 49.37 -63.87 d3 3.00 8.00 24.0 4 0.84 -0.93 49.37 -53.73 d3 3.00 8.00 24.0 5 0.84 -1.14 49.37 -63.87 d4 2.91 6.41 18.7 4 0.86 -0.95 50.21 -54.57 d4 2.91 6.41 18.7 5 0.86 -1.17 50.21 -65.56 ROOF JOIST 5.5FT 2.00 5.50 11.0 3 0.30 -2.73 23.04 -140.89 ROOF JOIST 5.5FT 2.00 5.50 11.0 2 0.30 -1.77 23.04 -94.47 ROOF JOIST 5.5FT 2.00 5.50 11.0 1 0.30 -1.00 23.04 -56.94 w6 4.00 4.00 16.0 5 0.87 -1.20 50.72 -66.58 w6 4.00 4.00 16.0 4 0.87 -0.96 50.72 -55.08 <' 8/63 { N;l 5 l . t ......... J.. 3�.„w a V'. �n�.. •�.��U� i �„1 J.4"l� t oesr. LOAD ING,s q j y iw E ��"7 t �• tr�,. {rr N T— S".' 6r C. ""! �.�. • • • • 00 *see • • • • • • •••• • • • • •••••• • • •••••• • • ••••• 60000 •• •• • ••••• • • • • • • • • • • • • •••••• • -ISOtt 'NIN y ?N� �. Es BEAM DESIGN May 18, 2017; 12:53 PM Load Case: D IES usualAna"is 8.00.0013 • 9/63 BEAM DESIGN May 18, 201 T, 01:49 PM Load Case.1. IES VisualAna"is 8.00.0013 10/63 BEAM DESIGN May 18, 2017; 01:50 PM Result Case: D Member dy, deflection IES Visuaftalysis 8.00.0013 -0.3412 in ASTM A992 Grade 50 42W in ASTM A992 Grade 50 • 11/63 BEAM DESIGN May 18, 2017: 01:50 PM Result Case: L Member dy, deflection IES VisualAna"is 8.00,0013 -0 4571 in ASTM A992 Grade 50 -0.3339 in ASTM A092 Grade 50 12/63 • 11 it Uk Jt Ti X- BEAM DESIGN May 18,.2017: 01:50 PM Result Case: 1.2D+1.6L+0.5Lr Member dy, deflection IES VisualAna"s 8.00,0013 -1 A 41 in ASTM A992 Grade 50 -0.8509 in ASTM A992 Grade 50 n a 0 13/63 • • •••• •••••• •••••• •• • •••••• • • BEAM DESIGN May 18, 2017; 01:51 PM Result Case: D+l- Member dy, deflection IES VisualAnalysis8.00,0013 -0.7983 in ASTM A992 Grade 50 -0.5978 in ASTM A992 Grade'50 i m IQ 14/63 • • 00000 .• •• •• •6 u••.•.• w • • . • • 00 • • •. • • . • BEAM DESIGN May 18, 2017; 02:05 PM Design View, Unity Checks IES VisuailAnalysis 8.00.0013 15/63 YiY• • • • • • • • • • • W8x58 0.694 Y••f•i i • • • • • • • • • W848 0.629 i r y � + Ungtptiped 'ila{i INartilnQ a� C ..MA r. t q+ Project: BEAM DESIGN May 18, 2017 Design Group Results Design Group: Steel Beam X G01 per AISC ASD (2005) Designed As: W8x58, Material: \Steel\ASTM A992 Grade 50 Strona uenection GnecK 16/63 Member Result Offset Demand dy Capacity dy Code Unity Details Name Case ft in in Ref. Check BmX001 D+L 9.500 -0.598 0.950 IBC 1604.3.1 0.629 OK BmX001-0 D+L 11.500 -0.798 1.150 IBC 1604.3.1 0.694 OK OLIVIlm FICRU1C IiIIG{.A Member Result Offset Demand Mz Capacity Mz Code Unity Details Name Case ft K-ft K-ft Ref. Check BmX001 D+L 9.500 69.989 149.202 F2-1 0.469 OK Lb "1&ft, BmX001-0 D+L 11.500 55.431 139.393 F2-2 •4.398pK Lb rr.Z,%ft, Cb = 1.1 7 .. Strong ,near uneCK • Member Result Offset Demand Vy Capacity Vy Code •....' UniV*04t'ails ... Name Case ft K K Ref. .,•... Check. • •.: BmX001 D+L 0.000 9.915 89.250 G2-1 .•'.,(T1110 • .. •.. BmX001-0 D+L 23.000 -9.640 89.250 G2-1 108 OK . • • • • •••••• Page 1 VisualAnalysis 8.00 (www.iesweb.com) www.hilti.us Profis Anchor 2.7.1 Company: Page: 1 Specifier: Project: Address: Sub -Project I Pos. No.: Phone I Fax: Date: 5/18/2017 E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [in.] & Loading [lb, iri HIT-HY 200 + HAS 7/8 , heropu = 5.591 in. (her Wit = 6.000 In.) ' 5.8 ES R-3187 6/1/2016 1 3/1/2018 Design method ACI 318-08 / Chem • • eb = 0.000 in. (no stand-off); t = 0.500 in. ' • • 0 • • • • Ix x ly x t = 25.000 in. x 6.000 in. x 0.500 in.; (Recommended plate thickrimli calculated' • • no profile " " " • uncracked concrete, 3000, fc' = 3000 psi; h = 8.000 in., Temp. short/long:•32/32 °i • • • • • • hammer drilled hole, Installation condition: Dry • • • • • tension: condition B, shear: condition B; no supplemental splitting reinforoeme>ntpresent • • •• edge reinforcement: > No. 4 bar with stirrups �••;'� ' no • ' ' ' • Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hitti AG, FL-9494 Schaan Hitti is a registered Trademark of Hilt! AG, Schaan www.hilti.us Profis Anchor 2.7.1 Company: Page: 2 Specifier: Project: Address: Sub -Project I Pos. No.: Phone I Fax: Date: 5/18/2017 E-Mail: 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force 1 0 3525 3525 0 2 0 3525 3525 0 3 0 3525 3525 0 4 0 3525 3525 0 max. concrete compressive strain: [960] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 0 [Ib] resulting compression force in (x/y)=(0.000/0.000): 0 [Ib] 3 Tension load Load N a [lb] Capacity N [lb] . . Utilization j TI 7# N„ •••• ... • • jt;tus ...... • • Steel Strength* N/A N/A VX ... • . • N r • • • • • Bond Strength" N/A N/A W": • • e N/A Sustained Tension Load Bond Strength' N/A N/A Ump • • • • • • M/� eeee•e • • Concrete Breakout Strength— N/A N/A NW ' N/A anchor having the highest loading "anchor group (anchors in tension) e•e••e • • •e •• eeeeee • • • • • • • e e e •• •• • • • eeeeee •eee• eeeeee • • •eeeee ••eee• Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 HIM AG, FL-9494 Schaan Hilti is a registered Trademark of Hitti AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: 4 Shear load III II II It 111111�.1 Profis Anchor 2.7.1 Page: 3 Project: Sub -Project I Pos. No.: Date: 5/18/2017 Load Vua [lb] Capacity Vn [lb] Steel Strength* 3525 12051 Steel failure (with lever arm)* N/A N/A Pryout Strength (Concrete Breakout 14100 53300 Strength controls)** Concrete edge failure in direction x+** 14100 * anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength Vsa = (0.6 Ase,v fut.) refer to ICC-ES ESR-3187 0 Vstxl z Vua ACI 318-08 Eq. (D-2) Variables Aae,y [in .2] fut. [psi] (0.6 Ase,y fut.) [lb] _ 0.46 72500 20085 Calculations Vsa [lb] 20085 Results Vsa [lb] 4, steel Vsa [lb] Vua [lb] 20085 0.600 12051 3525 4.2 Pryout Strength (Concrete Breakout Strength controls) 14112 Vcpg — kcp AA c W ec,N W ed,N W c,N W cp,N Nb, ACI 318-08 Eq. (D-31) ^Nc0 � Vcpg z Vua ACI 318-08 Eq. (D-2) ANC see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANco = 9 hef ACI 318-08 Eq. (D-6) 1 W ec,N 2 eN 5 1.0 ACI 318-08 Eq. (D-9) 1 + 3 het W ed,N = 0.7 + 0.3 ( ca'm'n / <_ 1.0 `1.5het/ ACI 318-08 Eq. (D-11) W cp,N = MAX(L=min 1.5het1 < 1.0 ACI 318-08 Eq. (D-13) Nb Cac Cac 1 = k. ), 1� he;5 ACI 318-08 Eq. (D-7) Variables kcp her [In.] eo1,N [in.] ec2.N [in.] Ca.min [in.] 2 5.591 0.000 0.000 12.000 W c,N Cac [in.] kc % fc [psi. 1.000 11.597 24 1 3000 Utilization Pv = V1e/+ Vn Status 30 OK N/A N/A 27 OK 100 OK Calculations AN. [in .2] ANco [in.21 W ec1,N W ec2,N W ed,N W cp,N No [lb] 616.09 280.89 1.000 1.000 1.000 1.000 17358 Results Vcpg [lb] 0 concrete Vcpg [lb] Vua [lb] 76143 0.700 53300 14100 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Profis Anchor 2.7.1 Company: Page: 4 Specifier: Project: Address: Sub -Project I Pos. No.: Phone I Fax: Date: 5/18/2017 E-Mail: 4.3 Concrete edge failure in direction x+ Vcbg = (Av o) kVec,v `LP ed,V W c,V W h,V IVparallel,V Vb ACI 318-08 Eq. (D-22) Vcbg 2 Vua ACI 318-08 Eq. (D-2) Avc see ACI 318-08, Part D.6.2.1, Fig. RD.6.2.1(b) Av.() = 4.5 cat ACI 318-08 Eq. (D-23) 1 — 2e,� 5 1.0 T ec,v (1 ACI 318-08 Eq. (D-26) + \ Scat W ed,V = 0.7 + 0.3(1 c2 ) 5 1.0 a1 ACI 318-08 Eq. (D-28) 1'`xat - >_ 1.0 h.V � tt a ACI 318-08 Eq. (D-29) 0.2 Vb = (7 (d) 1 .) Cali a ACI 318-08 Eq. (D-24) Variables Cal [in.] cat [in.] ecy [in.] W c,y ha [in.] • • • • 12.000 0.000 1.400 8.000 • • le [in.] dal [in.] fc [psi] kP parallel,V • • • • • • • • • • • • • • • 5.587 1.000 0.875 3000 1,000 • . • • • • • •••• • • • • • • Calculations • • • • • • • • • • Av. [in ] Avco [in ] W ec.v W ed,V W h,v Vb [Ib] • • • • • 288.00 648.00 1.000 1.000 1.500 21 ' • •' ""' • • Results • • • • • • • • •••••• Vcbg [lb] ifi concrete 1f) Vcbg [lb] Vua [lb] • • • • • • 20160 0.700 14112 14100 • • • •�� •�•••• 5 Warnings • Load re -distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used. The m factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions • The ACI 318-08 version of the software does not account for adhesive anchor special design provisions corresponding to overhead applications. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROPS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of HIM AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: 6 Installation data Profis Anchor 2.7.1 Page: 5 Project: Sub -Project I Pos. No.: Date: 5/18/2017 Anchor plate, steel: - Anchor type and diameter: HIT-HY 200 + HAS 7/8 Profile: no profile Installation torque: 1500.002 in.lb Hole diameter in the fixture: df = 0.938 in. Hole diameter in the base material: 1.000 in. Plate thickness (input): 0.500 in. Hole depth in the base material: 5.591 in. Recommended plate thickness: not calculated Minimum thickness of the base material: 7.591 in. Drilling method: Hammer drilled Cleaning: Compressed air cleaning of the drilled hole according to instructions for use is required 6.1 Recommended accessories Drilling Cleaning Setting • Suitable Rotary Hammer Compressed air with required accessories Dispenser including cassette and mixer • Properly sized drill bit to blow from the bottom of the hole Torque wrench • Proper diameter wire brush • • •••• •••••• • y .... .... t . ..... ...... . . ..... • 8 8 .. Cl) M 3 1 8 8 t-i 6 2.500 5.000 10.000 5.000 2.500 Coordinates Anchor in. Anchor x y c_x c.x c_,, c.y 1 -5.000 0.000 17.000 27.000 2 5.000 0.000 27.000 17.000 3 -10.000 0.000 12.000 32.000 4 10.000 0.000 32.000 12.000 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROMS Anchor( c ) 2003-2009 Hitti AG, FL-9494 Schaan Hitti is a registered Trademark of Hitti AG, Schaan - -cr7 C4 tidt 2 mt, )-fic 'ft� 4 IIH— 17 27' C t(C-C r-t (vc, 3f. 4 r, f4 4 -2, 0 10(0 22163 ' -c? , -e C�Lolvk ,� -A- Cf 1,44 613 162 2 "D 14-33'� Ar 7('; bu'1,3tl O . n -3i� 0 I , ... • Or 221' �7 1 0 5 T-- x L 57F CIAA 9, Ov OL >W 14-4 Beo, t� 5 VQ W- Tb,j (_.,o� -.!7 43,62v \-'---> >- t 17 IIA 4 33 BEAM DESIGN channels A ay 22, 2017, 11:14 AAA Goad Gases a IES VrsualAnalpis 8.00.0013 NEW STEEL CHANNEL TO REINFORCE EXIST. CONCRETE BEAM (one channel -half load) 23/63 BEAM DESIGN channels 24/63 May 22, 2017; 11:15 AM Load Gase:L IES VisualAnalysis 8`.00.0013 • • 25/63 BEAM DESIGN channels May 22, 2017: 11:15 AM Design View, Unity Checks lES VisualAnalysis 8.00.0013 . . .... ...... ...... .. . ...... .... . ..... ...... . . ..... .. .. .. .. ...... . . . . ...... l I C 10x18.3 0.942 Ungrouped FAited Warhtng Project: BEAM DESIGN channels May 22, 2017 Design Group Results Design Group: Steel —Beam X_G01 per AISC ASD (2005) Designed As: C10x15.3, Material: \Steel\ASTM A36 26/63 . . .... ...... Strong Deflection GnecK -- - ---- - Member Result Offset Demand dy Capacity dy Code • • •; • • Unity Details • • • Name Case ft in in Ref. • • • • • • Check • • BmX001 D+L 7.000 -0.204 0.700 1 BC 1604.3.1 .0000.0.291 • • 5trorl rlexure lineCK Member Result Offset Demand Mz Capacity Mz Code " ' Unity Ddt&iIS' • • • Name Case ft K-ft K-ft Ref. :"L*ck ' BmX001 D+L 7.000 11.277 11.973 F2-3 0.9420K L "149, • • Gb=1.137 • Strong Shear Check Member Result Offset Demand Vy Capacity Vy Cade Unity Details Name Case ft K K Ref, Check BmX001 D+L 14.000 -3.222 31.042 G2-1 0.104 OK Page 1 Visua/Analysis 8.00 (www.iesweb.com) BEAM DES;GN channels27/63 CResult 11:17 AM 1.2D+1.6L+0.5Lteflection lysis 8.00 0013 • • •••• •••••• •••••• •• • •••••• • •••••• • • ••••• • • • • • •••••• \7i/ • -0.2836 in ASTM A36 ANCHOR SHEAR DESIGN REACTION www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof. Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [in.] & Loading [Ib, in.lb] Profis Anchor 2.7.1 Page: 1 Project: Sub -Project I Pos. No.: Date: 5/22/2017 • • • • Go 0 • • •••• IIlIIIII�-Ape%• • • • HIT-HY 200 + HAS 5/8�"w• • • hef,opti = 4.803 In. (hef,limit = 6.500 in.) • • • 00000 5.8 • • • • • • • • • • • • • • • ESR-3187 i��i•i •• 6/1/2016 1 3/1/2018 00 • ..... Design method ACI 318-08 / Chem • • • • : • • • • : • • • • i eb = 0.000 in. (no stand-off); t = 0.500 in. • • • Ix x ly x t = 10.000 in. x 6.000 in. x 0.500 in.; (Recommended plate thickness: not calculated no profile uncracked concrete, 3000, fc' = 3000 psi; h = 8.000 in., Temp. short/long: 32/32 °F hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: > No. 4 bar with stirrups no Z Ot X Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hitti AG, FL-9494 Schaan Hitti is a registered Trademark of Hitti AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force 1 0 2241 2241 0 2 0 2241 2241 0 max. concrete compressive strain: - [%o] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 0 [lb] resulting compression force in (x/y)=(0.000/0.000): 0 [lb] 3 Tension load Profis Anchor 2.7.1 Page: 2 Project: Sub -Project I Pos. No.: Date: 5/22/2017 y •••••• • • •••• •• • ...... •••••• •••• • ••••• •••••• • • ••••• •• •• •••••• x • • • • • •••••• Load Nu. [lb] Capacity N„ [lb] Utilization p+ = N1a/+ N„ Status Steel Strength* N/A N/A N/A N/A Bond Strength** N/A N/A N/A N/A Sustained Tension Load Bond Strength* N/A N/A N/A N/A Concrete Breakout Strength** N/A N/A N/A N/A *anchor having the highest loading **anchor group (anchors intension) Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hitti AG, FL-9494 Schaan Hitti is a registered Trademark of Hitti AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: 4 Shear load Profis Anchor 2.7.1 Page: 3 Project: Sub -Project I Pos. No.: Date: 5/22/2017 Load Vua [lb] Capacity } Vn [lb] Utilization pv = V„a/� Vn Status Steel Strength* 2241 5898 38 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength (Concrete Breakout 4482 9894 46 OK Strength controls)** Concrete edge failure in direction x+** 4482 4488 100 • • eQK * anchor having the highest loading **anchor group (relevant anchors) • • • • • • • • • • • • • • 4.1 Steel Strength •••••• •••• ••••;• Vsa = (0.6 Ase,v futa) refer to ICC-ES ESR-3187 000000 • • • + Vsteel 2� Vua ACI 318-08 Eq. (D-2) 0000 • • • • • • • i Variables •••• • ••••• • • •••••• • • ••••• Ase,y [in .2] fut. [Psi](0.6 Ase,y fut.) [lb] • • • • • • • • • • • • • • • • • • • 0.23 72500 9830 • Calculations : • : • • • • • • . • Vsa [lb] • • • • • 9830 • • • • • • • • • • Results • • Vs. [lb] steel Usa [lb] Vua [lb] 9830 0.600 5898 2241 4.2 Pryout Strength (Concrete Breakout Strength controls) Vcpg = kcp [( ANC W ec,N W ed,N W c,N W cp,N Nb] AN.Vcpg ACI 318-08 Eq. (D-31) / i Vua ACI 318-08 Eq. (D-2) ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) A ^Nc0 _ 9 hef ACI 318-08 Eq. (D-6) 1 W ec"4 2 eN <_ 1.0 ACI 318-08 Eq. (D-9) 1 + 3 hef W ed,N = 0.7 + 0.3 Ca,min < 1.0 1.5hef - ACI 318-08 Eq. (D-11) qf cp,N = MAX(c=min 1 •� < 1.0 ACI 318-08 Eq. (D-13) Cac Cac Ni, = kc ), -,ffc h.f5 ACI 318-08 Eq. (D-7) Variables kcp hef [in.] ec,.N [in.] ec2,N [in.] ca,min [in.] 2 4.000 0.000 0.000 3.500 W c,N Cac [In.] kc % fc [psi] 1.000 10.111 24 1 3000 Calculations AN. [in .2]ANco [in .2]W eci N W ec2N W ed,N W cp,N Nb [lb] 156.00 144.00 1.000 1.000 0.875 0.709 10516 Results Vcpg [lb] concrete Vcpg [lb] Vua [lb] 14134 0.700 9894 4482 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hitti AG, FL-9494 Schaan Hitti is a registered Trademark of Hitti AG, Schaan LTIA77711IIRM Company: Specifier: Address: Phone I Fax: E-Mail: 4.3 Concrete edge failure in direction x+ Vcbg — (Avco) W ec,V W ed,V W c,V W h,V W parallel,V Vb Vcbg 2 Vua Avc see ACI 318-08, Part D.6.2.1, Fig. RD.6.2.1(b) Avco = 4.5 Ca2t 1 W ec,v = 1 + 2ev 5 1.0 Scat Wed,=0.7+0.3(1.5c<_1.0 at 1.5Cat 1.0 W h,V _ ha 0.2 � � Vb = (7 (tla) VOa)VTc Oajs ACI 318-08 Eq. (D-22) ACI 318-08 Eq. (D-2) ACI 318-08 Eq. (D-23) ACI 318-08 Eq. (D-26) ACI 318-08 Eq. (D-28) ACI 318-08 Eq. (D-29) ACI 318-08 Eq. (D-24) Page: Project: Sub -Project I Pos. No.: Date: Variables cat [in.] cat [in.] ecy [in.] 41c,v ha [in.] 6.000 3.500 0.000 1.400 8.000 Ie [In.] % da [In.] fc [psi] W parallel,V 4.779 1.000 0.625 3000 1.000 Calculations Avc [in 21 Av.,, [in.2] W ec.V W ed,V W h,V Vb [lb] 128.00 162.00 1.000 0.817 1.061 6691 Results Vcbg [lb] concrete Vcbg [lb] Vua [lb] 6411 0.700 4488 4482 5 Warnings Profis Anchor 2.7.1 4 5/22/2017 • Load re -distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used. The m factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions • The ACI 318-08 version of the software does not account for adhesive anchor special design provisions corresponding to overhead applications. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROMS Anchor ( c ) 2003-2009 Hitti AG, FL-9494 Schaan Hitti is a registered Trademark of HIM AG, Schaan www.h iltims Profis Anchor 2.7.1 Company: Page: 5 Specifier: Project: Address: Sub -Project I Pos. No.: Phone I Fax: Date: 5/22/2017 E-Mail: 6 Installation data Anchor plate, steel: - Anchor type and diameter: HIT-HY 200 + HAS 5/8 Profile: no profile Installation torque: 720.001 in.lb Hole diameter in the fixture: df = 0.688 in. Hole diameter in the base material: 0.750 in. Plate thickness (input): 0.500 in. Hole depth in the base material: 4.803 in. Recommended plate thickness: not calculated Minimum thickness of the base material: 6.303 in. Drilling method: Hammer drilled Cleaning: Compressed air cleaning of the drilled hole according to instructions for use is required 6.1 Recommended accessories • • • • •••••• •• • •••••• Drilling • Cleaning Setting • • • • • • • • • Suitable Rotary Hammer Compressed air with required accessories Dispenser inclediAg cassetteand mixer • • • • • • • • • Properly sized drill bit to blow from the bottom of the hole • Torque wrench • • • • • • • • • Proper diameter wire brt ph • • • • • • • ; • •' Fmn 5mn'_ • • • • LO N CD O 8 th O Cl) O 8 th O u7 N 5.000 5.000 Coordinates Anchor in. Anchor x y c_x c+x c_, c,Y 1 0.000 -1.750 6.000 6.000 3.500 2 0.000 1.750 6.000 6.000 7.000 - Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 HIM AG, FL-9494 Schaan Hitti is a registered Trademark of Hitti AG, Schaan BEAM DESIGN HSS May 22, 2017; 12:12 PM Load Case: D IES VtisualAnalysts 8.00.0013 NEW STEEL BEAM HSS TO REPLACE EXIST. CONCRETE BEAM 33/63 BEAM DESIGN HSS May 22, 2017; 12:114 PM Load Case: L IES VsuaiAna"s 8.00.0013 34/63 BEAM DESIGN HSS May 22, 2017; 12:14 PM Lead Case: W*Y IESVsualAnalysis 8.00.0013 35/63 BEAM DESIGN HSS 36/63 May 22, 2017; 12:14 PM Design View, Unity Checks 1ES VisualAnaiysis 8.00.0013 Y • • • •••• •••••• •••••• •• • •••••• • •••••• • • ••••• •• •• •• •• •••••• • HS58x6xl!4 0.313 Ungmuped Failed Warning Project: BEAM DESIGN HSS May 22, 2017 C:\Users\User\Dropbox\2017\VMB\MIAMI SHORES\CALCS\ Design Group Results Design Group: Steel —Beam X G01 per AISC ASD (2005) Designed As: HSS8x6xl/4, Material: \SteeIWSTM A500 Grade B (Fy = 46ksi) 37/63 Strong Deflection Check Member Result Offset Demand dy Capacity dy Code Unity Details Name Case ft in in Ref. Check BmX001 D+L 7.000 -0.219 0.700 IBC 1604.3.1 0.313 OK Strona Flexure Check Member Result Offset Demand Mz Capacity Mz Code Unity Details Name Case ft K-ft K-ft Ref. Check BmX001 D+L 7.000 10.193 38.792 F7-1 0.263 OK Lb = 14 ft, Cb = 1.137 trong snear cnecK ember Result Offset Demand Vy Capacity Vy Code Unity Details ame Case ft K K Ref. Check nX001 D+L 0.000 2.912 61.612 G2-1 0.047 OK."' •� .. .. ...... • .. . .•. . ...... Page 1 VisualAna/ysis 8.00 (www.tesweb.com) BEAM ay 22; 2017; 12: t 6 PM Result Case: 1.20+1.6L+0.5Lr Member dy, deflection IES VisualAnalysis 8.00.0013 \ T / A X -0.3092 in ASTM A500 Grade 6 (Fy = 46ksi) ANCHOR SHEAR DESIGN REACTION 38/63 .... 06* • . . • • • . ...• ...... • • • ..... .. .. .. .. *00009 • . . A • ...... •..... • • • • a • • . .. u •.. 0 :..... www.hilti.us Profis Anchor 2.7.1 Company: Page: 1 Specifier: Project: Address: Sub -Project I Pos. No.: Phone I Fax: Date: 5/22/2017 E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [in.] & Loading [lb, in.lb] HIT-HY 200 + HAS 1/2 heropti = 2.750 In. (hef,limit = 6.750 In.) 5.8 ES R-3187 6/1/2016 1 3/1/2018 Design method ACI 318-08 / Chem eb = 0.000 in. (no stand-off); t = 0.500 in. Ix x ly x t = 24.000 in. x 6.000 in. x 0.500 in.; (Recommended plate thickness: not calculated no profile • • • • uncracked concrete, 3000, f�= 3000 psi; h = 8.000 in., Temp. short/long: 3:/32, P • . • • • • hammer drilled hole, Installation condition: Dry • • • • 0 • % • • • • • • • tension: condition B, shear: condition B; no supplemental splitting reinforceigVt Qre sent • • • • • • • edge reinforcement: > No. 4 bar with stirrups 0000 • : • • • • ; • .00 • • •• •••.. • •••••• • z • • . • • • • • 0*009 • • . 0 •• • ••• • • • •••••• •• a� 4 Input data and results must be checked for agreementwith the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 HIM AG, FL-9494 Schaan Hitti is a registered Trademark of Hitti AG, Schaan ■..;J , www.hilti.us Profis Anchor 2.7.1 Company: Page: 2 Specifier: Project: Address: Sub -Project I Pos. No.: Phone I Fax: Date: 5/22/2017 E-Mail: 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force 1 0 2056 2056 0 2 0 2056 2056 0 max. concrete compressive strain: - [%o] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 0 [lb] resulting compression force in (x/y)=(0.000/0.000): 0 [lb] •••• 3 Tension load • ' "". •••••• Load N a [lb] Capacity # N [lb] Utilization WN&"n •O%i tul �• Steel Strength' N/A N/A N/A• • a • • VA � • Bond Strength" N/A N/A N/A' • •' • 0 �/� •••• Sustained Tension Load Bond Strength' N/A N/A N/4A ' N/A • • • • • Concrete Breakout Strength— N/A N/A N"' �' • M/A• "•' • anchor having the highest loading "anchor group (anchors in tension) 009000 •• •• •••••• • • • • • • • • ••••• •••••• Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hitti AG, FL-9494 Schaan Hitti is a registered Trademark of Hilti AG, Schaan www.hilti.us I My Profis Anchor 2.7.1 Company: Page: 3 Specifier: Project: Address: Sub -Project I Pos. No.: Phone I Fax: Date: 5/22/2017 E-Mail: 4 Shear load Load Vua [lb] Capacity j V„ [lb] Utilization Pv = Vuat+ V„ Status Steel Strength* 2056 3705 56 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength (Bond Strength controls)** 4111 11884 35 OK Concrete edge failure in direction y+** 4111 11956 35 OK *anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength Vsa = (0.6 Ase,v Lt.) refer to ICC-ES ES R-3187 � Vsteel' Vua ACI 318-08 Eq. (D-2) Variables Ase,y [in.z] fur. [psi] (0.6 Ase,y fut.) [lb] 0.14 72500 6175 Calculations Vsa [lb] 6175 Results Vsa [lb] steel Vsa [lb] Vua [lb] 6175 0.600 3705 2056 •••• • • • • •••• • •••••• •••• •••••• •• •• •••••• •••••• •••••• Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan HIM is a registered Trademark of Hitt! AG, Schaan www.hilti.us Profis Anchor 2.7.1 Company: Page: 4 Specifier: Project: Address: Sub -Project I Pos. No.: Phone I Fax: Date: 5/22/2017 E-Mail: 4.2 Pryout Strength (Bond Strength controls) VcPg _k`p[(ANaO ANO W ect,Na W ec2,Na W ed,Na W cp,Na Nba] ACI 318-11 Eq. (D-41) / V=P,' Vua ACI 318-11 Table (D.4.1.1) ANa see ACI 318-11, Part D.5.5.1, Fig. RD.5.5.1(b) ANao = (2 CNa)2 ACI 318-11 Eq. (D-20) 6606 • • T una CNa =10da ACI318-11Eq.(D-21) • • •••• •••••• 1100 • • • • - ( eN 1 51.0 ACI 318-11 E D-23 • • • • •' " ' """ CNa •••••• IV ed,Na = 0.7 + 0.3 (C—min ) 5 1.0 ACI 318-11 Eq. (D-25) • • • • • • • • Cac CN. c 1.0 — W - MAX � ACI 318-11 Eq. (D-27) 000000 • • • • • • • • • 00000 cp,Na Cac Cac / ••C=min •• •• •• •••••• Nba = ?� a ' t k,c ' ' da ' hef ACI 318-11 Eq. (D-22) • Variables • • • • 0.0000 • • • • • • kcp T k,c,uncr [psi] da [In.] het [In.] Ca,min [in.] • • • • • • • • • 2 1701 0.500 2.750 4.000 0 • • • i k,c [psi] ect.N [in.] ec2.N [in.] Cac [In.] a a 1701 0.000 0.000 4.136 1.000 Calculations) AA A1 1 CNa [In.] Na [in.] 2AN.0 [in. W ed,Na 6.189 198.05 153.22 0.894 W ec1 Na W ec2 Na W cp,Na Nba [lb] 1.000 1.000 1.000 7347 Results Vcp9 [Ib] concrete VcP9 [lb] Vua [lb] 16977 0.700 11884 4111 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROMS Anchor ( c ) 2003-2009 Hitti AG, FL-9494 Schaan Hitti is a registered Trademark of Hitt! AG, Schaan www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: i ml it� Profis Anchor 2.7.1 5 l4waf�Z•7tt/ 4.3 Concrete edge failure in direction y+ Ave Vcbg — W ec,V W ed,V W c,V W h,V W parallel,V Vb ACI 318-08 Eq. (D-22) \Av o/ Vcbg > Vua ACI 318-08 Eq. (D-2) Avc see ACI 318-08, Part D.6.2.1, Fig. RD.6.2.1(b) Avco = 4.5 ca, ACI 318-08 Eq. (D-23) 9000 1 • • •••• ••••�• Wec,v = 2e 51.0 ACI 318-08Eq. (D-26) i ••� 1 + _ 3Cai • • • •••••• • • • • • • • •• • • • •••••• = 0.7 + 0.3(1.CJC/ edv a, •W • • •••••• 1'5at Wh.v - h 2 1.0 a ACI 318-08 Eq. (D-29) • • •••• • • • • • • • ••••• 0.2qda) ( l G Vb = 7\da/ VTcCais ACI 318-08Eq. (D-24) •••••• • • �••�•i • • ••••• ••�••• •••••• • Variables • • • • • • • • •••••• Ca, [in.] Caz [in]ecy [in.] W c.y ha [in.] . • • •••••• • • 4.000 0.000 1.400 8.000 • • • • • • • • • le [In.] % da [In.] fc [psi] W Parallel,V 2.750 1.000 0.500 3000 2.000 Calculations Avc [in.2] Avco [ln•2] W ec,y W ed,V W h,V Vb [lb] 144.00 72.00 1.000 1.000 1.000 3050 Results Vcbg [lb] concrete Vcbg [lb] Vua [lb] 17080 0.700 11956 4111 5 Warnings • Load re -distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used. The m factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions • The ACI 318-08 version of the software does not account for adhesive anchor special design provisions corresponding to overhead applications. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 HIM AG, FL-9494 Schaan Hitti is a registered Trademark of Hitti AG, Schaan www.hilti.us Profis Anchor 2.7.1 Company: Page: 6 Specifier: Project: Address: Sub -Project I Pos. No.: Phone I Fax: Date: 5/22/2017 E-Mail: 6 Installation data Anchor plate, steel: - Anchor type and diameter: HIT-HY 200 + HAS 1/2 Profile: no profile Installation torque: 360.001 in.lb Hole diameter in the fixture: df = 0.563 in. Hole diameter in the base material: 0.563 in. Plate thickness (input): 0.500 in. Hole depth in the base material: 2.750 in. Recommended plate thickness: not calculated Minimum thickness of the base material: 4.000 in. • • • • Drilling method: Hammer drilled • • 000000 • 0 9 0 • Cleaning: Compressed air cleaning of the drilled hole according to instructions for use is required • • • • •••••• •• • •••••• • 6.1 Recommended accessories • • • • • • : • • • •: Drilling •••• Cleaning Setting • ••••• • Suitable Rotary Hammer Compressed air with required accessories Dispenser AM&Aelassette aRidfniter ' • • •' • Properly sized drill bit to blow from the bottom of the hole Torque wrentft ' • • • •' "•' 0 • • Proper diameter wire brush • • • • • • • • • • • • •••••• 1y 8 8 c� ri 2 8 8 ri c� 4.000 16.000 4.000 Coordinates Anchor in. Anchor x y c-x c.x c, c.,, 1 8.000 0.000 - - 4.000 4.000 2 -8.000 0.000 - - 4.000 4.000 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hitti AG, FL-9494 Schaan Hitti is a registered Trademark of Hitti AG, Schaan Beam Connection to Girder Girder: W8X58 - A992 Distance to Vertical Edge, eh: - Left Side Beam: W8X58 - A992 = 1.375 > 1.125 in. OK Moment: 0 k-ft Shear: 10 kips Gage on Angle Leg in Beam Web: Axial Force: 0 kips = 2.625 > 2.625 in. OK **`******* All Welds Are E70XX ********** Left Side Beam Shear Connection Usina Clip Anale(s): Clip Angles: 2L4X4X1/4 X 5.5 in. Angle Material: A36 Support Side Connection: 4 Bolts 7/8"0 A325-N STD Bolt Holes on Support: 0.9375 in. Vert. X 0.9375 in. Horiz. Effective Thickness of Support Material: 0.51 in. Bolt Holes on Angles: 0.9375 in. Vert. X 0.9375 in. Horiz. Beam Side Connection: 2 Bolts 7/8" 0 A325-N STD Bolt Holes on Beam Web: 0.9375 in. Vert. X 0.9375 in. Horiz. Bolt Holes on Angles: 0.9375 in. Vert. X 0.9375 in. Horiz. Beam Web Thickness: 0.51 in. Beam Web Height: 5.75 in. Beam Setback: 1 in. Loadina: Vertical Shear, V = 10 kips Axial Load, H = 0 kips Resultant, R = Sgrt(V12 + H12) = Sgrt(1012 + 012) = 10 kips Check Clearances: Beam Web Clear Height = 5.75 > 5.5 in. OK Support Side Bolts Spacing, s = 3 > Minimum Spacing = 2.3333 in. OK Distance to Horizontal Edge, ev: = 1.25 > 1.25 in. OK Distance to Vertical Edge, eh: = 1.505 > 1.125 in. OK Gage on OSL: Angle Gage = 2.495 > 1.625 in. OK Shear Capacity of Bolts: = 2*n*Fv = 2 * 2 * 12.63 = 50.5 > 10 kips OK Bolt Bearing on Angle(s): Allow. Bearing Stress Using Bolt Edge Dist. = Fbe = Fu * (e - i)/(2 * d) = 58 * ( 1.25 - 0)/(2 * 0.875) = 41.43 ksi < 1.2*Fu = 69.6 ksi Allow. Bearing Stress Using Bolt Spacing = Fbs = 1.2*Fu = 69.6ksi Bearing Capacity = 2*(Fbe + Fbs*(n-1))*d*t = 2*(41.43 + 69.6 * (2 - 1)) * 0.875 * 0.25 = 48.6 > 10 kips OK Bolt Bearing on Support: Allow. Bearing Stress Using Bolt Spacing = Fbs = 1.2*Fu = 78ksi Bearing Capacity = 2*Fbs*n*d*t = 2*78 * 2 * 0.875 * 0.51 = 139.2 > 10 kips OK Beam Side Bolts: 2 Bolts-7/8"0A325-N -STD Spacing, s = 3 > Minimum Spacing = 2.3333 in. OK Distance to Horizontal Edge, ev: = 1.25 > 1.25 in. OK Shear Capacity of Bolts: = 2*N*Fv = 2*2 * 12.63 = 50.5 > 10 kips OK Bolt Bearing on Anales: Allow. Bearing Stress Using Bolt Edge Dist. = Fbe = Fu * (e - i)/(2 * d) = 58 * ( 1.25 - 0)/(2 * 0.875) = 41.43 ksi < 1.2*Fu = 69.6 ksi Allow. Bearing Stress Using Bolt Spacing = Fbs •••• = 1.2`Fu = 69.6ksi • • Bearing Capacity = 2*(Fbe + Fbs*(n-1)) CV* • : +. • • • • = 2*(41.43 + 69.6 * (2 - 1)) * 0.875,` Q.;!j • • • • • • •• • •••••• = 48.6 > 10 kips OK • Bolt Bearina on Beam Web: • • • • • • • • • • . +. Allow. Bearing Stress Using Bolt Spacin" Fbs : • • • + • = 1.2*Fu = 78ksi •••••• • • ••••• Allow. Bearing Stress Using Bolt Edge st. the • • • • • •. •; • = Fu * (e - i)/(2 * d) •••••• • • • = 65 * ( 2.5 - 0)/(2 * 0.875) : : • • • • • • :. = 78 ksi, Use 1.2*Fu = 78 ksi • • •' • • Bearing Capacity = (Fbe + Fbs*(n-1))*d*t• • ' ' + • • ; • + = (78 + 78 * (2 - 1)) * 0.875 * 0.51 •• = 69.6 > 10 kips OK Beam Shear Capacity: Length with Tension resistance, Lt =Ih-dh/2=1.625-0.9375/2=1.156in. Length with Shear resistance, Ls _ ((n - 1)*(s - dv) + Lv - dv/2) _ ((2 - 1) * (3 - 0.9375) + 1.375 - 0.9375/2) = 2.969 in. Block Shear Capacity, Vn _ (0.5*Lt + 0.3*Ls)*tw*Fu = (0.5 * 1. 156 + 0.3 * 2.969) * 0.51 *65 = 48.7 kips Gross Shear Capacity, Vg = d*tw*0.4*Fy =5.75*0.51 *0.4*50 = 58.6 kips Beam Shear Capacity = Min(Vn,Vg) = 48.7 > 10 kips OK Coped Beam Web Buckling Capacity: Top Cope Length = 3.855 in. Top Cope Depth = 1.5 in. Bottom Cope Length = 3.855 in. Bottom Cope Depth = 1.5 in. c=3.855in. e=4.855in. h0 = 5.75 in. d = 8.75 in. fd = 3.5 - 7.5*(dc/d) = 3.5 - 7.5 * 0.5 / 8.75) = 2.214 Fbc = 33820*fd*tw^2/(c*h0) = 33820 * 2.214 * 0.5 1 A 2 / (3.855 * 5.75) = 878.73 > 0.6*Fy = 30 ksi, Use Fbc = 30 ksi Shear Capacity from Bending, Vc = Fbc*S/e = 30 * 2.81/4.855 DesconWin-ASD = 17.4 kips Gross Shear Capacity, Vg = 0.4*Fy*h0*tw = 0.4*50 * 5.75 * 0.51 = 58.6 kips Shear Capacity = 17.4 > 10 kips OK Shear CaDacity of Anale(s Gross Area, Ag = L*t = 5.5 * 0.25 = 1.375 in12 Gross Shear Capacity: = 2*0.4*Ag*Fy = 2 * 0.4 * 1.375 * 36 = 39.6 > 10 kips OK Net Area on Osl, An1: _ (L-n*dh)*t = (5.5 - 2 * 0.9375)* 0.25 = 0.91 inA2 Net Area on Beam Side Leg, An2: _ (L-n*dh)*t = (5.5 - 2 * 0.9375)* 0.25 = 0.91 in"2 An = Min(An1,An2)= 0.91 inA2 Net Shear Capacity of Angles: = 2*0.3*An*Fu = 2* 0.3 * 0.91 * 58 = 31.54 > 10 kips OK 46/63 Page: 9/22/2015 Florida Building Code Online Fh1da Depitrrii6tiO BCIS Home Log In User Registration Hot Topics i Submit Surcharge Scats & Facts Publications , FBC Staff BCIS Site Map Links Search Busines Professi nt�l �, Product Approval J �f USER: Public User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail L.YS9fLLYyifY11' FL # FL16294-R2 - E Application Type Revision Code Version 2014 Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License t Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Nu-Vue Industries Inc. 1055 E 29th street Hialeah, FL 33013 (305) 694-0397 vtolat@sbcglobal.net Maria Guardado vtolat@sbcglobal.net Structural Components Wood Connectors Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer !G Evaluation Report - Hardcopy Received Vipin N. Tolat PE-12847 National Accreditation & Management Institute 12/31/2016 Jesus Gonzalez, P.E. w' Validation Checklist - Hardcopy Received FL16294 R2 COI scan0205.odf Standard Year AISI S100 2010 ASTM D1761 2006 N DS 2012 https:/hvww.floridabuilding.org/pr/pr app dll.aspx?param=wGEVXQwtDgSNc735fObMioeamUj2H6Ua5RMbdlbKpWg6jzTCOd%2baiQ%3d%3d 113 9/22/2015 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval qummary nf Pmduets Method 1 Option D 08/31/2015 09/01/2015 09/07/2015 48/63 FL # Model, Number or Name Description 16294.1 AB5, AB7, NVHC 37, Tables 16 and 18 gage angle Clips and 5 way grip clip 17 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16294 R2 II scan0349.Ddf Approved for use outside HVHZ: Yes Verified By: Vipin N. Tolat, P.E. PE 12847 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports ."". Other: FL16294 R2 AE scan0349wdf • 0000 • • • Created by Independent TRi6c6Par&: Yes .... 16294.2 NVBH 24 and NVUH 26, Tables 2 Joist hangers • and 3 •�� • Limits of Use Installation Instructions • • • •"" Approved for use in HVHZ: Yes FL16294 R2 II scanO349.DdT • Approved for use outside HVHZ: Yes Verified By: Vipin N. Tolat*, P;! PC 128470 0 • "' Impact Resistant: N/A Created by Independent Third R3rty: Yes • • • • • • • Design Pressure: N/A Evaluation Reports • 0 0 • •. . Other: FL16294 R2 AE scan0349rvdf • • Created by Independent Third Par: Yes ;...;. • 16294.3 NVHCR, NVHCL, NVSTA, NVHTA 18 gage Hurricane clips and i4 gagp singld-8r%dopble strops Tables 9,10,11 • • Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16294 R2 II scan0349.odf Approved for use outside HVHZ: Yes Verified By: Vipin N. Tolat, P.E. PE 12847 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16294 R2 AE scan0349.Ddf Created by Independent Third Party: Yes 16294.4 NVJH, NVSO Tables 12 and 13 18 Gage and 16 Gage Joist hangers Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16294 R2 II scanO349.Ddf Approved for use outside HVHZ: Yes Verified By: Vipin N. Tolat, P.E. PE 12847 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16294 R2 AE scan0349.odf Created by Independent Third Party: Yes 16294.5 NVRT, Table 4 14 Gage Flat and twisted rafter ties. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16294 R2 II scan0349.Ddf Approved for use outside HVHZ: Yes Verified By: Vipin N. Tolat, P.E. PE 12847 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16294 R2 AE scan0349.odf Created by Independent Third Party: Yes 16294.6 NVSNP3, NV 358, NV 458, Tables Skewed Nail Plate and 14 Gage double straps. 6,7,8 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16294 R2 II scan0349.Ddf Approved for use outside HVHZ: Yes Verified By: Vipin N. Tolat, P.E. PE 12847 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16294 R2 AE scan0349.Ddf Created by Independent Third Party: Yes 16294.7 NVSTA, NVHTA Tables 20 and 21 14 Gage Single and Double Straps Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16294 R2 11 scan0349.Ddf Approved for use outside HVHZ: Yes Verified By: Vipin N. Tolat, P.E. PE 12847 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports https://w,vw.floridabuilding.orgtpr/pr app dM.aspx?param=wGEVXQwtDgsNc735fObMioeamUj2H6Ua5RMbdlbKpWg6jzTCOd%2baiQ%3d%3d 213 9/22/2015 Florida Building Code Online Other: FL16294 R2 AE scan0349.Ddf Created by Independent Third Pa 49163 16294.8 NVTA, NVTAS, NVTH, NVTHS, 14 Gage Truss anchors wood to concrete Tables 1 and 5 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16294 R2 11 scan0349.odf Approved for use outside HVHZ: Yes Verified By: Vipin N. Tolat, P.E. PE 12847 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16294 R2 AE scan0349.odf Created by Independent Third Party: Yes 16294.9 NVTHJ and IKE, Tables 18 and 19 12 Gage Truss and Hip & Jack Hangers and 20 gage Stud Plate ties. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16294 R2 II scan0349.Ddf Approved for use outside HVHZ: Yes Verified By: Vipin N. Tolat, P.E. PE 12847 Impact Resistant: N/A Created by Independent Third Party: Yes • • • • • Design Pressure: N/A Evaluation Reports • • 0000 909,11 Other: FL16294 R2 AE scan0349=f' ' 1 • Created by Independent Third Party: Yes • • 16294.10 NVTP, NVTPH, NVHC Tables 14 and 20 gage Top Plate anchors •arid i$ rage Hurricane Clips ; • • 15 0000 • • • • •••••• Limits of Use Installation Instructions • • • • • •. Approved for use in HVHZ: Yes FL16294 R2 II scan0349.ddf • • • • • • "' Approved for use outside HVHZ: Yes Verified By: Vipin N. Tolat• 0E• aE 12847 • • • • • • • Impact Resistant: N/A Created by Independent Ttji6c� 12.a4V: Yes • Design Pressure: N/A Evaluation Reports • • • Other: FL16294 R2 AE scan0349Udf • • • Created by Independent Tl*rd Yes • • • Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Ca E'. i https://www.floridabuilding.orgtpr/pr ppp dtl.aspx?param=wGEVXQwtDgsNc735fObMioeamUj2H6Ua5RMbdl bKpWg6jzTCOd%2baiQ%3d%3d 313 VIPIN N. TOLAT, RE_ 15123 Lantern Creek Lane, Houston, TX. 77068-3831 TEL: 281-444-9183 Fax: 281-444-9184 Email: vtolat@sbcglobatl.net .Page 1 ENGINEER'S EVALUATION REPORT # NU0413 CATEGORY: Structural Components SUB CATEGORY: Metal Connectors REPORT HOLDER: NuVue Industries Inc; 1055 E. 29'h Street, Hialeah, FL. 33013 www.nu-vuei ndtistries. cone nuvue (-vbellsouth.net Phone:305-694-0397 Fax: :305-694-0398 5 0/6 3 f'nar�z[%r��ti - �rrbficcluma 13� �tu��ul 4�7j/Crlo, EVALUATION SCOPE: 0 * 0 Compliance with 2010 Florida Building Code- Building and Residential 2.0 PRODUCT DESCRIPTION: Refer to tables I through 2.1 ofithis report for Product name, size, size and number of fasteners, fastening details shown in the diagrams and the allowable loads. 3.0 STRUCTURAL SPECIFICATIONS: 1. Steel. shall confbTM to ASTM A653, SS grade 33, min. yield 33 ksi, min. tensile strength 45 ksi and min. galvanized coating of G 60 per A5TM A653. 2. Allowable loads and fasteners are based on NDS 2005. 3. Design loads are for S. Pine, specific gravity 0.55. Design loads for other species shall be adjusted per NDS 2005. 4. Allowable uplift loads have been adjusted for load duration factor CD of 1.6. Allowable gravity loads have been adjusted for CD values of 1.0, 1.15 and 1.25 per table 2.3.2 of NDS 2005. Design loads do not include 33% increase for steel and concrete. S. Concrete in Tie beams shall be min. of 2500 psi. Concrete Masonry, Grout and mortar in concrete masonry shall be min. of :1.500 psi. Concrete masonry shall comply with ASTM C90. 6. Combined load of Uplift, L l and L2 shall satisfy the following equation. Actual Uplift: + Actual I-] + Actual L2 <-1.0 Allowable Uplift Allowable Ll Allowable L2 51/63 Page 2 4.0 INSTALLATION Installation shall be in accordance with this report and the latest edition of N u-Vue Industries Catalog. The information in this report supercedes any conflicting information in the catalog. 5.0 EVIDENCE SUBMITTED: Test reports submitted by Product testing Inc. (PT) Atec Associates Inc(Atecl ... and PSI Inc and signed and sealed calculations in conformance with JiBC * ..... 2010 by Vipin N. Tolat. P.E. 9..9 : 0600 090:66 Product Test Wfest lab 0:::)Iate tested 0 960;rested:06600 NV,rA/NVTAS NVTA,1NVTAS NVTA/NVTAS NVTA/NVTAS NVTA,NVTA,S NV13H 24 N V Li"If 26 NVRT NVRT NVRT NVTH/NkvTHS NVSNP3 NV358 NV458 NVHCL/R NVSTA/NVHTA NWI-124,26,28 NVS0236 NVTP4 NVTP41-1 NVI-IC43,4312 AB5 AB7 NVHC37 IKE I IKE2 NVTHJ26 NVTHJ28 02-3938/PT 02-407' )/PT 024074/PT 02-40751PT 31.22456.0002/ATEC 02-4096,/PT 02-40951PT 031-4177/'PT 03-4202/PT 03/4270,4271/?,r 04-46981PT 03-4482ITT 03/4543/PT 034590/PT 03-4625/1"1 04-4641,46421PT 03-4385,86,87iP'I' 0-)-4349,57,58/P-1- 034303,44IFY 03-4345,43/PT 70-02-94-00381/ATEC 05-5195,95A/PT 05-5196,96A/PT 03697.00011ATEC 05-56 I2./PT 06-5622,/P'I' 04-4995/PT & 138-96013-01 /PSI 04-4996/PT& 138-96013-05/PSI ::::;/76102 :f Z16/02 IJ/6/02:... 7/6/02) 12/3/02 1/17/03 2/3/03 ) 2/19/03 3/27/03 4/15/04 9/15/03 121,19/03 12/31103 1/1-1/04 3/17&3/22/04 5/30/03 5/13.5/19,5/20/03 4/21,511/03 5/2,5/5/03 1 U27"'95 2115108 2115/08 11127/96 3/20/06 5' 11/06 1/31/05&,2/7/89 1/31/05&l2/2i89 52/63 Page 3 6.0 DESIGN: I Maximum allowable loads shall not exceed the allowable loads listed in this report. Allowable loads are based on allowable stress design per NUS. 2. Capacity of wood members is not covered by this report. Allowable loads shall not exceed the capacity of wood members. Capacity of wood members shall be checked by Engineer/Architect of record. 3. Wood members with which the connectors are used must be nominal dimensi%n.. lumber or approved structural composite lumber. 7.0 CODITIONS OF USE: 1. NuVue Industries metal structural connectors described in this rtrV"Compll with or are suitable alternative to what is specified in section La OrAic, report. 2. Design loads must be less than the allowable loads shown in allthZ-,-tft;les of--*-: this report. 3. The connectors must be manufactured. identified and installed i; accolrdanct with this report and the manufacturer's instructions. '..� *: 900 0 4. Products coveted by this report are, manufactured by NuVue industries'Ine in Hialeah. Florida under a quality control program with inspections by NAMI Inc. having State of Florida license 4 QUA 1789. Vi1pi n N. Tolat, P.E. Florida P.E. # 12847 4/15/2013 vnt/nu04l3 asp N t4, T04,1 10 • No. 12847 C X • ♦ STATE : OF 40R� !LA! Page 4 TABLE 1 Truss Anchors NVTA and Riveted Truss Anchors with Seat WAS 14 G Straps, 20 G Seats H Length in Product Code 16 NVTA-16 WAS 212 18 NVTA--18 NVTAS 214 20 NVTA-20 NVTAS 216 22 NVTA-22 NVTAS 218 24 NVTA-24 WAS 220 26 NVTA-26 WAS 222 28 NVTA-2B WAS 224 30 NVTA-30 WAS 226 36 NVTA-36 NVTAS 232 48 NVTA-48 NV'TAS 244 53/63 Perpendicular to wall L2 H MIN, 4" EMB. Parallel L1 `00• 0 0 0 so* to wall 00 1000:6 0 0 NVTAS 66"! or" 0 00•*W NVTA No. of Fasteners each strop lod Maximum Allowable Load (Ibs) Uplift Single Strop Uplift Double Straps Ll Single & Double Straps L2 Single & Double Straps 5 757 1514 250 500 6 805 1610 250 500 7 854 1708 250 500 8 902 *1804 250 500 9 951 *1902 250 500 10 999 -1998 250 500 11 1048 *2096 250 500 12 1096 *2192 250 500 13 145 *2290 250 500 14 1193 j *2290 250 500 *Note: For 8 or more nails per strap, use double truss for double straps. For all Loads CD=1.6 MiNr�" cre e e eon, 0 0 ******Tie Bear* formed 9eeeo masonry : V*V: 00 0 00 000: 0 :04"'00 :• 06609 00*0 : 0 0 00 411-- 0 H 0 0 21- 0 Holes Dia, All NVTA, NVTAS No. of Fasteners each strop 10d x 1.5" Maximum Allowable Load (lbs) Uplift Single Strop Uplift Double Straps Ll Single & Double Straps L2 Single & Double Straps 5 1032 2236 250 500 6 1127 2254 1 385 565 7 1136 2272 520 630 8 1144 *2288 520 630 9 1153 *2306 520 630 10 1161 *2322 520 630 11 1170 *2340 520 630 12 1178 *2356 1 520 630 13 1187 1 *23,74 520 1 630 Now Page 5 TABLE 2 NVBH 24 BUTTERFLY HANGER ry 00 a FASTENER SCHEDULE ALLOWABLE LOADS (Ibs.) DOWNWARD 2 `n a a v GRAVITY Wind p ao LOADS Uplift Load _ ' CD=1.0 CD=1.6 12x4i NVBH24 18 12 6 1113 364 Notes: 1. Values are based on 1 j" header and Joist thickness. 2. Can only be used in Non-HVN2. UPLIFT LOAD 2 Y" 54/63 TABLE 3 NVUH 26 JOIST HANGER N N no 00 Q FASTENER SCHEDULE ALLOWABLE LOADS (ibs.) W ,o = I— .-� DOWNWARD WIND to vt x GRAVITY UPLIFT a Li 5 a LOADS LOAD Ca=1.O C0=1.6 2x6 NVUH26 14 24 10 2233 1213 Notes: ••.• 1. Values are based on 3" heoder thickness and • 1 Joist thickness. • • • • UPLIFT LOAD • DOWNWARD LOAD 5j, Page 6 TABLE 4 NVRT — Flof and Twisted Rafter Ties 1"x14 G NVRT Wood to Wood Length (in) Product Code Gauge 12 NVRT-12 14 16 NVRT-16 14 18 NVRT-18 14 20 NVRT-20 14 22 NVRT-22 14 24 NVRT-24 14 !: 30 NVRT-30 14 36 a NVRT-36 14 _i 48 NVRT-48 14 Notes: 1. Specify'"F" for Flat and "T" for Twisted when ordering. 2. Fastener values are based on a minimum 1i" thick wood members. 3. • Indicates no. of nails in each connected wood member. 55/63 16d Fasteners Maximum Uplift Load (lbs) TOTAL rc`emgFfr" Flat Ties Twisted Ties 6 3 s 588 s 588 8 4 725 7244 10 5 861 860 12 i ` 6 998 996 14 } 7 1135 1132 NVRT Wood to Concrete .••. No. of 16d nails No. of J" diometes 0 mt" ximu'ift to Wood Framing Tapcons to Concrete 00,0000 toad .(169J. .• • 3 3 ••' ..• 588 s. 4 • 4 �• ••. 7:2.•.• 5 4 •• ••• 48 • 6 5 . • • • 991 7 5 • • 11-e5 • 4. ITW topcons shall be embedded a minimum of 1 J" into concrete tiebeam or tiebeam formed with concrete filled masonry. ITW tcpcons shall have a min. edge distance of 21" and minimum staggered spacing of �4` as shown. 5. Use only in Non—HVHZ. 6, For Uplift loads CD=1.6 Oo not • • i • • Use circled • • holes l6d 0 1" O 1" } "Topcons bo2h' O-�. O . 0 a NVRT Anchor Holes dia. i" e• a e e a w �c 1" (_ LENGTH FLAT HALF HALF Connected Connected to truss I to wall 0 0 • • l _ LENGTH 1 TWISTED UPLIFT too 2j" Min. edge distance \Tie Beam formed with concrete filled mosoncry or concrete tie beam 1 Page 7 TABLE 5 Truss Anchors NVTH 1Y4"x14G, Seat 18G H Length Product ode Code 12 NVTH-16 NVTHS 212 14 NVTH-18 NVTHS 214 16 NVTH-20 NVTHS 216 18 NVTH-22 NVTHS 218 20 NVTH-24 NVTHS 220 22 NVTH-26 NVTHS 222 24 NVTH-28 NVTHS 224 26 NVTH-30 NVTHS 22 32 NVTH-36 NVTHS 232 44 NVTH-48 NVTHS 244 56/63 No. of Fasteners in each Strap 10d x 1.5" Maximum Uplift Loads (Ibs) Maximum Lateral Loads (lbs' Single Strop on Single Truss Double Straps on Double Truss Single Strop Double Strop L1 L2 Ll L2 5 1032 2064 560 525 1120 1050 6 1222 2444 671 630 1342 1260 7 1275 2550 783 735 1566 1470 8 1329 2658 783 735 1566 1470 9 1383 2766 783 735 1566 1470 10 1437 2374 783 73.5 1586..44,70 11 1490 2980 783 0 07 3,50 15154!1170 12 1544 3088 783 1569 1170 13 1598 3196 783 s3s5 115�6 1470 CD=1.6 for Uplift and Lateral loads. 4 H MIN. 4" EMB. NVTHS Single iru,ss 1 A" slot 0.203'x V H MIN. 4" EMB, NVTH t Concrete Tie Beam or Tie le Beam formed with concrete filled masonry Double Truss e4i 4 It Holes Dia. it" NVTH, NVTHS I Concrete Tie Beom or Tie Beam formed with concrete filled masonry TABLE 6 — SKEWED NAIL PLATE Product Code Steep Gauge' Fastener AllowableAllowable Loads {Ibs} Each End Gravity Uplift NVSNP3 16 (6) 8d x Ir 594 594 For Uplift, use two NVSNP3, one at top chord and one at bottom chord of the supporting and supported Trusses in compliance with section 2321.7 of the FBC CD=1.0—Gravity Cp=1.6—Uplift Suaaortina Tuss Supported Truss Top & bottom chord wr N chord se• NVSNP3 Installation ply seat NV358 ply —1 NV4" 57/63 314" TABLE 7 — NV358-2 Ply Seat TABLE 8—;NV"-3 PiySeot• Total No. of Fasteners in 2 Straps t od x 3" Total No. of Fasteners in Seat 1 od x 3" Allowable Loads (Ibs) Total No. of Fasteners, in 2 Straps 10d x 3" Total• No. • of Fa?tSg;rs I in Seat E 1 od x 3" ,plowable Loads (IM) Uplift Ll I L2 Uplift L1 • L2 8 8 2245 1961 1838 8 8 2245 2783 2078 10 8 2525. 2206 2068 10 8 2525 3131 2338 12 a 2806 2452 2298 12 8 2806 3479 2597 14 8 3086 2697 2528 14 8 3066 3827 2857 16 8 3367 2942 2758 16 -8 3367 41.75 3117 got aso3'x t" < Min. w, t!e'ele, con" . Emb.dment. Co=1.6 for Uplift, L1 & L2. 1101IFT tY; 76" Ya` 76' o,. ' o 0 2W O Holes O10.7% 14G NVTH 0 77e seam Beam farmed oncrete filled ry. Q 3" NV358 4%- NV658 144. 31b`NV358 516"NV458 Side View SW zip 197 3 Page 9 SCALE, i-A TABLE 9 HURRICANE CLIPS Product Code Description Gou a g fasteners 10d x iki" Allowable Loads lbs Header Jo&ef U lift Li j L2 NVHCR HURRICANE CUP - RIGHT - 18 fi 5 525 253 333 NVHCL HURRICANE CUP - LEFT 1 18 6 6 525 253 333 hole 61n.�0_t78' 1Y41"t 4'dId 4' Min. Concrete Embedment NVSTA 12d 44H 58/63 For Uplift, use two clips, one on each side to comply with section 2321.7 of the FBC Cp=1.6 for Uplift, Lt &L2. • i NVHOR•�.� ••••�• TABLE 10 •e•• • • • • •••••• •••• • TABkE•a4• • • ••••• ie:..• NVSTA—Single Strap NVSTA—ff&bl%eStraps • • • • • • • • • • Total No. of Fasteners in 'Strap 10d x IX" Total No. of Fasteners in 20 GA. Seat lad x 136" Allowable Loads (bs) F'c-2500 Psi Total No. of Fasteners in two Straps 10d x 1X" Total No. 4f. 'Fasteners it 20 GA. Seat 10d x IX: • •plowable Loads (lbs) F'c-IR500 PSI Uniets Noted • a***** • • • • • i Uplift Li 1.2 yp% ua 1s Ll L2 5 6 1308 700 f049 10 6 0l7nt 2071i 41 1450 • 6 6 1426 760 1144 12 8 1994 2338 lib► 1631 7 6 1545 ant239 14 6 22t5 2598 1312 1812 8 6 1664 887 1335 is a 2437 28M 1444 1994 9 6 1783 95o 1430 18 6 2658 3117 1575 2175 C =1.6 for Uplift, L1 & L2. 0 o � Side Mew 20 GA. Seat 14C NVTH 1 UPLIFT Scot 0.203'X 1" 1 Pin Will*.L�� NWTA 1& 44H i Reinforced Concrete �— tie bean Min. 2#5 de Top bottom or reinforced �+ Concrete block wallfo 1X" H 4' Mtn. Concrete UPLIFT Embedment. L� Neinforoed Concrete +— tie boom Alin. 2#5 Top k bottom: or renforced ,fit Concrete black wdf Page 10 59/63 TABLE 12 JOIST SUPPORTS 18 0 NVJH JOIST SUPPORTS Allowable Loads (ibs) Product Dimension ;St Double Single Fasteners Gre%ty loodx 10OZ Uplift loads IWX Double Single Joists Doubl4 • Stys i Da�Ot• Coda Inah••'I.Site Header Header W H SS Size Size Header Header Haadr Yfsadr Haodsr• NVJH24 1 3% 3 2x4 2x6 2-2x4 2-2x8 2x6 2x6 6-10d 6-10d x I)f 4-10d x IV 744 744 493• NVJH26 x 2-2x6 2x 821 2x8 2-2xa 2x8 NVJH28 1 % 6% 3 2x10 2-2x10 2x10 14-10d 14-loe . A ?-lod x 14" 1736 1736 1079 2x12 2-2x12 202 Use on y t o o � • H o 0 adifferent , a ` ti NVJH 26 as sh+ NVJH 24 dt 28 similar but with 85 holes. W i" 1 TABLE 13 NVSO 236, 16 GAUGE, HEAVY DUTY FACE MOUNT JOIST HANGER Fasteners Allowable Loods (Lbs.) Joist Header Size Size Header Joist GRAVITY I Uplift C0=1.0 Co=1.6 14-10d 6-10d 1758 1108 2-2x8' 14-164 6-16d 1875 1279 2x6-8 2-2xto 2-2xi2 y �.% 3. Leg Screws. 6-16d 808 1217 y�1-7-4-'►y I 1 0 0 1 Ca 4 � o 1 36" BOLT HOLES 1/2" 01A, NAIL HOLE 3/16" DIA. 2 im 3. Double Header 6••• • •••• •••••• •Y 0 •••• • •• • •• • •••••• • • Y i • • a • • ••••• • • •• •• •••••• • [at • • • • • • • • • •••••• • Header Page 11 TABLE 14 TOP PLATE ANCHORS NVTP & NVTPH Size Product Code Gouge Dimensions (in) A a 2x4/40 NVTP4 20 3j" 8" 2x6/4x8 NVTP6 20 5," 81' 2x8/4x8 I NVTP8 20 7j" 8" 2x4/4x4 NVTP4H 18 3f" 81, 2x8/44 NVTP6H 18 5j" 8" 24/40 NVMBH 18 7j" W Product code Total number of fasteners 10d x 1 X" Max. Uplift Capacity (Ibs) 6 8 tO 32' NVTP 4,8.8 828 1087 1348 t605 NVTP 4H,6H,8H 938 1207 1476 1745 '. 1 }' A o' B o 0 � 0 o o ° 0 0 0 O O o Stud vain. 2x4 60/63 0 .... . . .... ...... I • • •••• • Notes- . • • • • • • • • 1. One half of all specified fasteners shall beusedon * '•• • each side of the stud to achieve tabulated values. 0000 V6960 • • • • • 2, C0-1.8 for Uplift. •••••• • • ••i••• •• •• 00000 •••••• TABLE 15 •••'•• •• . . • • • .•••• 18 Gauge NVHC 43 & NVHC 43/2 HURRICANE CLIP. :""' • FASTENERS DESIGN LOADS(LBS) PRODUCT DESCRIPTION CODE HEADER JOIST uPLiFT a L2 NVHC 43 Hurricane alp - Wds 9-10d 9-10d 687* 407 308 NVHC 43/2 Hurricane Clip - YMdex2 10-10d 10-10d 917 547 432 C0=1.6 for Uplift, L1 & L2. 6" i UPIIFT NVH *For Uplift. use two clips, one on each side to comply with section 2321.7 of the F13C O �Yr UPLIFT NVHC 43 4 Use 2 clips. L2 a". on each side L1 t � _ i t Page 12 18 Gouge Angle Clips. Table 16 61 /6 3 Product Code Dimensions (inches) Fastener Schedule Allowable Loods(ibs) WI W2 L H•oder Joist Fl F2 A95 1)t2' As* 5 3-10dxlh" 3-10dx1Y2* 5fi 595 A87 1h' As" 7 4-10dxOX' 4-10dxfi4' 582 794 Notes; Nail wider angle leg to Joist and Shorter leg to Header. CD - 1:6 for F1 do F2 1 � +f12 W1 0 0 a 0 0 A o L L C o 0 o AB-7 Table 17 i Typical 1n_ st!allsltio=n�� Nail Schedule Allowable Design Loads(lbe) Product Code Description Header Joist Uplift Ll L2 or Plate or Stud NVHC 37 5Woy Crip 16-8d or 12-8d or 710 560 730 16-10d 12-10d CD = 1.6 for uplift, L1 & L2 NOW Page 13 �•M IN I I WI Product Code AAowoble Loads (Ibs) S. Pine Nail Schedule up lift 160x 1001G Gravity iiS% 125% Hewer Noils 18d e Hip Nag tOd Jack Nag 10d o b total423r5 WrHJ26 1478 2444 2444 2444 16 4 3 7 NMJ28 1931 3229 33M 3333 20 5 4 9 Note: Far 1-2x members tOdx!)2" nails can be used e Left e e Right l 57�' Jack t -2x NYMJ-28 as shown NVrHJ-26 similar 62/63 20G Stud Plate Tie "_ Ike •' • Table 19 •.•••• Dimensions (inches) fostaun • • • •Aflo,rable Load$ (16a) Product W H L sm PW�. LI: • • • i4� Code ME 1 1Y2" 5' Sh* 6-10d 4-10d 767 337 3374 KE 2 1X' 6W I 2K• 6-10d 7-109 • ,qj2' 451 4 • 3!B• C0 = 1.6 for uplift, 1-1:V%I; 1-- • H #W ACE-1 03/16" (Is Mobc) to. 03/16- T _UIT I* .:'tl TM Pw" 4 iKE-1 ME-2 __. _....... UPLIfT raw.& IKEi INtMIATIM Page 14 Deep Seat Trltss lncliur. They are designed to resist Werol and uplift foress. The strop is made of 14 gouge steel and the seats of 20 gouge aged. Table 20 Assembly Dimension Total No. of Fasteners Total No. of Fasteners inProduct Allowable Loads(kbs) H in Strap 20 GA. Seat 2500psi Code (inches) 10dxt}L2" 10dx1}12" -- uplift .....LI L2 NVSTA12 12 5 6 1046 700 1040 NVSTA16 le 6 6 1141 760 1144 7 6 1236 823 1239 NVSTA20 20 g 6 1331 887 1335 NMA22 22 9 6 1426 950 14M CD = 1,6 for uplift, Ll & L2 NVSTA24 24 6 3/6 3 UPUf T I- oWn Rouble Stc tp Riveted Trass Anchor. They ore designed of 14 gauge steel ptotes to resist Wool and uplift fomaa. The seats ore made of 20 gouge steel. Table 21 Assembly Product Code Dimension H (incites) Total No. of Fasteners in two Straps 10dxlh" Total No. of Fasteners in 20 GA. Seat 10dx1j2" Allowable Loods(lbs) F'c = 2500psk (unless otherwise noted) uplift uplift F`c 3000psl Li L2 NVHTA12 12 10 6 1506 1766 1050 1450 NVHTA16 16 12 6 1695 1967 1181 1531 NVHTA20 20 14 6 1883 2208 1312 1812 16 6 2071 2429 1444 1994 NVHTA22 22 18 6 2259 2649 1 1575 1 2175 NVHTA24 24 CD — 1.6 for uplift. L1 & L2 UPUFT Residential System Sizing Calculation Summary Alain Gonzalez Project Title: 1569 NE 104 ST Gonzalez CALCS 6_2_17 MIAMI SHORES, FL 33138 6/4/2017 Location for weather data: Miami / Kendall, FL - Defaults: Latitude(26) Altitude(10 ft.) Temp Range(L) Humidity data: Interior RH 50% Outdoor wet bulb 80F Humidity difference 56 r. Winter design temperature(MJ8 99%) 55 F Summer design temperature(MJ8 99%) 103 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 15 F Summer temperature difference 28 F Total heating load calculation 29209 Btuh Total cooling load calculation 66832 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip Heat) 116.4 34000 Sensible (SHR = 0.75) 103.3 57000 Latent 163.3 19000 Total 113.7 76000 WINTER CALCULATIONS Winter Heatina Load (for 2919 saft Load component Load Window total 659 sqft 9892 Btuh Wall total 2633 sqft 4114 Btuh Door total 33 sqft 230 Btuh Ceiling total 2919 sqft 1395 Btuh Floor total See detail report 3726 Btuh Infiltration 176 cfm 2909 Btuh Duct loss 6944 Btuh Subtotal 29209 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 29209 Btuh_ Summer Coolina Load (for 2919 soft Ceilingsi1'4t : kh`al Is{1 A.1 %J �51t2.8%) Qoorsi0.8°�} SUMMER CALCULATION '""'�{10.a%' Load component Load Window total 659 sqft 24611 Btuh Wall total 2633 sqft 7680 Btuh Door total 33 sqft 659 Btuh Ceiling total 2919 sqft 3905 Btuh Floor total 0 Btuh Infiltration 132 cfm 4072 Btuh Internal gain 6260 Btuh Duct gain 8010 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 55197 Btuh Latent gain(ducts) 2200 Btuh Latent gain(infiltration) 5035 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal/occupants/other) 4400 Btuh Total latent gain 11635 Btuh TOTAL HEAT GAIN 66832 Btuh Geilings(5.8%j W8l(s(11.5%) Doors(1.0 Infil.(136°%t V1'indows(36.8%) Latent int(6.6%) Int.Gain(9.4%} Ncts(15.3%) EnergyGauge®S hem Si$ing \ 1 PREPARED BY: cif DATE: EnergyGauge® / USRCZB v5.1 System Sizing Calculations - Winter Residential Load - Whole House Component Details Alain Gonzalez Project Title: 1569 NE 104 ST Gonzalez CALCS 6 2 17 MIAMI SHORES, FL 33138 Building Type: User 6/4/2017 Reference City: Miami / Kendall, FL (Defaults) Winter Temperature Difference: 15.0 F (MJ8 99%) Component Loads for Whole House Window Panes/Type Frame U Orientation Area s ft X HTM= Load 1 1, NFRC 0.37(StrrrMetal 1.00 N 45.0 15.0 675 Btuh 2 1, NFRC 0.37(StrrrMetal 1.00 N 120.1 15.0 1801 Btuh 3 1, NFRC 0.37(Strngetal 1.00 N 80.0 15.0 1201 Btuh 4 1, NFRC 0.37(StrrrMetal 1.00 S 37.4 15.0 561 Btuh 5 1, NFRC 0.37(StrryMetal 1.00 E 46.7 15.0 700 Btuh 6 1, NFRC 0.37(StrrrMetal 1.00 W 2.9 15.0 43 Btuh 7 1, NFRC 0.37(Strngetal 1.00 N 180.0 15.0 2700 64uh 8 1, NFRC 0.37(StrrrNletal 1.00 N 67.5 15.0 1012 Btub 9 1, NFRC 0.37(Strnt$etal 1.00 E 50.0 15.0 • • •' 750 WL44 10 1, NFRC 0.37(Strn yletal 1.00 S 2.8 15.0 ... • • 42 Ruh 11 1, NFRC 0.37(StrrrMetal 1.00 S 27.1 15.0 • • • • • 406 Btch Window Total 659.4 s ft • • • • 989 Walls Type Ornt. Ueff. R-Value Area X HTM= • • • • Load (Cav/Sh) 0 ' 1 Conc Blk,Hollow - Ext (0.104) 7.0/0.0 254 1.56 397 MuM 2 Conc Blk,Hollow - Ext (0.104) 7.0/0.0 308 1.56 6 9: % 481 Btuh 3 Conc Blk,Hollow - Ext (0.104) 7.0/0.0 309 1.56 481&wA 4 Conc Blk,Hollow - Ext (0.104) 7.0/0.0 69 1.56 • • • • 109 Btuh 5 Conc Blk,Hollow - Adj (0.104) 7.0/0.0 154 1.56 241 Bteh 6 Conc Blk,Hollow - Ext (0.104) 7.0/0.0 367 1.56 573 Btuh 7 Conc Blk,Hollow - Ext (0.104) 7.0/0.0 216 1.56 338 Btuh 8 Conc Blk,Hollow - Ext (0.104) 7.0/0.0 236 1.56 368 Btuh 9 Conc Blk,Hollow - Ext (0.104) 7.0/0.0 434 1.56 678 Btuh 10 Conc Blk,Hollow - Ext (0.104) 7.0/0.0 286 1.56 447 Btuh Wall Total 2633 s ft 4114 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated - Garage, n (0.460) 17 6.9 115 Btuh 2 Insulated - Exterior, n (0.460) 17 6.9 115 Btuh Door Total 33 s ft 230Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/UTile (0.032) 30.0/0.0 1621 0.5 774 Btuh 2 Vented Attic/L/Tile (0.032) 30.0/0.0 1298 0.5 620 Btuh Ceiling Total 2919 s ft 139513tuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 210.5 ft(perim.) 17.7 3726 Btuh 2 Interior (1.180) 0.0 1298.0 sqft 0.0 0 Btuh Floor Total 2919 s ft 3726 Btuh Envelope Subtotal: 19356 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.45 23354 1.00 176.3 2909 Btuh EnergyGaugeO / USRCZB v5.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Alain Gonzalez Project Title: 1569 NE 104 ST Gonzalez CALCS 6 2 17 MIAMI SHORES, FL 33138 Building Type: User 6/4/2017 Duct load (DLM of Mixed ducts) 6944 Btuh All Zones Sensible Subtotal All Zones 29209 Btuh HOLE HOUSE TOTALS ... .... 000 Subtotal Sensible Heat Loss • • 29209. Bttp Totals for Heating Ventilation Sensible Heat Loss • • •; •. 0 Btuh Total Heat Loss ""' 29209 Btt?h EQUIPMENT 1. Electric Strip Heat ' . . 17Q00 Btub. 2. Electric Strip Heat 17000 Btuh ' Key: Window types - NFRC (Requires U-Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or 'Tint' (Uses U-Factor and SHGC defaults) U - (Window U-Factor) HTM - (ManualJ Heat Transfer Multiplier) �y Version 8 EnergyGaugeO / USRCZB v5.1 Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details Alain Gonzalez Project Title: 1569 NE 104 ST Gonzalez CALCS 6_2_17 MIAMI SHORES, FL 33138 6/4/2017 Reference City: Miami / Kendall, FL Temperature Difference: 28.OF(MJ8 99%) Humidity difference: 56gr. Component Loads for Whole House Type' Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 1 NFRC 0.37, 1.00 No No N 5.Oft. 1.0ft. 45.0 0.0 45.0 36 36 1621 Btuh 2 1 NFRC 0.37, 1.00 No No N 5.Oft. 1.0ft. 120.1 0.0 120.1 36 36 4324 Btuh 3 1 NFRC 0.37, 1.00 No No N 5.Oft. 1.0ft. 80.0 0.0 80.0 36 36 2882 Btuh 4 1 NFRC 0.37, 1.00 No No S 10.Of 0.1ft. 37.4 37.4 0.0 36 37 1348 Btuh 5 1 NFRC 0.37, 1.00 No No E 7.7ft. 0.1ft. 46.7 46.7 0.0 36 64 1681 Btuh 6 1 NFRC 0.37, 1.00 No No W 4.Oft. 0.8ft. 2.9 2.9 0.0 36 64 104 Btuh 7 1 NFRC 0.37, 1.00 No No N 2.8ft. 0.8ft. 180.0 0.0 180.0 36 36 6482 Btuh 8 1 NFRC 0.37, 1.00 No No N 2.8ft. 0.8ft. 67.5 0.0 67.5 36 36 2AT • Nwh 9 1 NFRC 0.37, 1.00 No No E 2.8ft. 0.8ft. 50.0 19.2 30.8 36 14 • 26t4.6tuh 10 1 NFRC 0.37, 1.00 No No S 2.8ft. 0.1ft. 2.8 2.8 0.0 36 376 • • 11198 • Btuh 11 1 NFRC 0.37, 1.00 No No S 2.8ft. 0.1ft. 27.1 27.1 0.0 36 37•++ + 9J6•Bfuh Window Total 659 (sqft) 9+..1+ 24611.Btuh Walls Type U-Value R-Value Area(sqft) HTM-11• Loade Cav/Sheath • • • • :00+• 1 Concrete Blk,Hollow - Ext 0.10 7.0/0.0 254.0 2.6• • • o 741 Biuh 2 Concrete Blk,Hollow - Ext 0.10 7.0/0.0 307.6 2.9+ • + 4 'ti.9Z' $IIJh 3 Concrete Blk,Hollow - Ext 0.10 7.0/0.0 309.4 2.p• • • 4 • 902 • Btuh 4 Concrete Blk,Hollow - Ext 0.10 7.0/0.0 69.5 2.6 • • 203 Btuh 5 Concrete Blk,Hollow - Adj 0.10 7.0/0.0 154.4 21 • :VQ • $yuh 6 Concrete Blk,Hollow - Ext 0.10 7.0/0.0 366.5 2P 1069 Btuh 7 Concrete Blk,Hollow - Ext 0.10 7.0/0.0 216.3 • 2.9• • • • 4684 BOA 8 Concrete Blk,Hollow - Ext 0.10 7.0/0.0 235.8 2.9 688.9Lh 9 Concrete Blk,Hollow - Ext 0.10 7.0/0.0 433.9 2.9 1265 Btuh 10 Concrete Blk,Hollow - Ext 0.10 7.0/0.0 285.8 2.9 834 Btuh Wall Total 2633 (sqft) 7680 Btuh Doors Type Area (sqft) HTM Load 1 Insulated - Garage 16.7 19.8 330 Btuh 2 Insulated - Exterior 16.7 19.8 330 Btuh Door Total 33 (sqft) 659 Btuh Ceilings Type/Color/Surface U-Value _ R-Value _ Area(sqft) HTM Load 1 Vented Attic/Light/Tile 0.032 30.0/0.0 1621.3 1.34 2169 Btuh 2 Vented Attic/Light/Tile 0.032 30.010.0 1298.0 1.34 1736 Btuh Ceiling Total 2919 (sqft) 3905 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 1621 (ft-perimeter) 0.0 0 Btuh 2 Interior 0.0 1298 (sqft) 0.0 0 Btuh Floor Total 2919.3 (sqft) 0 Btuh Envelope Subtotal: 36855 Btuh EnergyGauge® / USRCZB v5.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Alain Gonzalez Project Title: Climate: FL_MIAMI_INTL_AP 1569 NE 104 ST Gonzalez CALCS 6 2 17 MIAMI SHORES, FL 33138 6/4/2017 Infiltration Type Average ACH Volume(cuft) Wall Ratio CFM= Natural 0.34 23354 1 132.3 Load 4072 Btuh Internal gain _ Occupants Btuh/occupant Appliance 22 X 230 + 1200 Load 6260 Btuh Sensible Envelope Load: 47187 Btuh 8010 Btuh Duct load (DGMs vary for Mixed ducts) Sensible Load All Zones 55197 Btuh EnergyGauge(D / USRCZB v5.1 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Alain Gonzalez Project Title: Climate: FL_MIAMI_INTL_AP 1569 NE 104 ST Gonzalez CALCS 6 2 17 MIAMI SHORES, FL 33138 6/4/2017 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Whole House Total sensible gain Totals for Cooling Latent infiltration gain (for 56 gr. humidity difference) •••• Latent ventilation gain •••; • Latent duct gain ••• Latent occupant gain (22.0 people @ 200 Btuh per perropq; . Latent other gain Latent total gain • TOTAL GAIN • EQUIPMENT 47187 Btuh 8010 Btuh 55197 Btuh 0 Btuh 0 Btuh 551&*6tuh 503&:B toh 0 •Btuh 2=.�Uih 4440 BUih V *A;uh 11635•Btuh ...... 1. Central Unit # 40000 Btuh 2. Central Unit # 36000 Btuh *Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U-Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half(%)) (Ornt - compass orientation) Version 8 EnergyGauge® / USRCZB v5.1 Page 3 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Alain Gonzalez Project Title: 1569 NE 104 ST Gonzalez CALCS 6 2 17 MIAMI SHORES, FL 33138 Building Type: User 6/4/2017 Reference City: Miami / Kendall, FL (Defaults) Winter Temperature Difference: 15.0 F (MJ8 99%) Component Loads for Room #1: AHU1 Window Panes/Type Frame U Orientation Area s ft X HTM= Load 1 1, NFRC 0.37(StrrrMetal 1.00 N 45.0 15.0 675 Btuh 2 1, NFRC 0.37(StrrrMetal 1.00 N 120.1 15.0 1801 Btuh 3 1, NFRC 0.37(StrrrMetal 1.00 N 80.0 15.0 1201 Btuh 4 1, NFRC 0.37(StrnMetal 1.00 S 37.4 15.0 561.13?6" 5 1, NFRC 0.37(Strnioetal 1.00 E 46.7 15.0 .'. 700 Mk" 6 1, NFRC 0.37(StrrrMetal 1.00 W 2.9 15.0 " 43B V Window Total 332.1 s ft �" 4981 Bfuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) • • ••••• 1 Conc Blk,Hollow - Ext (0.104) 7.0/0.0 254 1.56 ...... 397 Ptuh 2 Conc Blk,Hollow - Ext (0.104) 7.0/0.0 308 1.56 .••.• 481bPjc4 3 Conc Blk,Hollow - Ext (0.104) 7.0/0.0 309 1.56 ..... 483 Btyh 4 Conc Blk,Hollow - Ext (0.104) 7.0/0.0 69 1.56 109 Btub 5 Conc Blk,Hollow - Adj (0.104) 7.0/0.0 154 1.56 241 TA 6 Conc Blk,Hollow - Ext (0.104) 7.0/0.0 367 1.56 • • • 57. &uh Wall Total 1461 s ft 2283 Btula Doors Type Storm Ueff. Area X HTM= Load 1 Insulated - Garage, n (0.460) 17 6.9 115 Btuh 2 Insulated - Exterior, n (0.460) 17 6.9 115 Btuh Door Total 33 s ft 2306tuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/L/Tile (0.032) 30.0/0.0 1621 0.5 774 Btuh Ceiling Total 1621 s ft 774Btuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 210.5 ft(perim.) 17.7 3726 Btuh Floor Total 1621 s ft 3726 Btuh Room Envelope Subtotal: 11995 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.45 12970 0.55 97.9 1614 Btuh Duct load Average sealed, Supply(R6.0-Attic), Return(R6.0-Attic) (DLM of 0.293) 3991 Btuh Room #1 Sensible Room Subtotal 17600 Btuh EnergyGauge@ / USRCZB v5.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Alain Gonzalez Project Title: 1569 NE 104 ST Gonzalez CALCS 6 2_17 MIAMI SHORES, FL 33138 Building Type: User 6/4/2017 Component Loads for Room #2: AHU2 Window Panes/Type Frame U Orientation Area s ft X HTM= Load 7 1, NFRC 0.37(StrrrMetal 1.00 N 180.0 15.0 2700 Btuh 8 1, NFRC 0.37(Strrrtoetal 1.00 N 67.5 15.0 1012 Btuh 9 1, NFRC 0.37(StrnMetal 1.00 E 50.0 15.0 750 Btuh 10 1, NFRC 0.37(Strrrf$etal 1.00 S 2.8 15.0 42 Btuh 11 1, NFRC 0.37(StrnMetal 1.00 S 27.1 15.0 406.MM Window Total 327.4 s ft .'.4910 Bft" Walls Type Ornt. Ueff. R-Value Area X HTM= Load":' (Cav/Sh) • • • • • • •' 7 Conc Blk,Hollow - Ext (0.104) 7.0/0.0 216 1.56 .... 338 Btuh 8 Conc Blk,Hollow - Ext (0.104) 7.0/0.0 236 1.56 •• 368�Bt4 9 Conc Blk,Hollow - Ext (0.104) 7.0/0.0 434 1.56 ....... 678 �tuh 10 Conc Blk,Hollow - Ext (0.104) 7.0/0.0 286 1.56 ...... ...... 447`Vttm Wall Total 1172 s ft ...... 1831 Btt4h Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= . Load . 2 Vented Attic/L/Tile (0.032) 30.0/0.0 1298 0.5 • 6212 MdR Ceilin Total 1298 s ft • • 620&uh Floors Type Ueff. R-Value Size X HTM= Load • 2 Interior (1.180) 0.0 1298.0 sgft 0.0 0 Btuh Floor Total 1298 s ft 0 Btuh Room Envelope Subtotal: 7361 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.45 10384 0.45 78.5 1294 Btuh Duct load Average sealed, Supply(R6.0-Attic), Return(R6.0-Attic) (DLM of 0.341) 2953 Btuh Room #2 Sensible Room Subtotal 11609 Btuh SYSTEM GROUPS (BLOCK LOADS) Heating Loads For System(s):1 Block load 17600 Btuh Serving Rooms: 1 EnergyGauge® / USRCZB v5.1 Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) Alain Gonzalez Project Title: 1569 NE 104 ST Gonzalez CALCS 6 2 17 MIAMI SHORES, FL 33138 Building Type: User 6/4/2017 Heating Loads For System(s):2 Block load 11609 Btuh Serving Rooms: 2 THOLE HOUSE TOTALS 00 •1 .. • •••• Subtotal Sensible Heat Loss ::::29209 BtA Totals for Heating Ventilation Sensible Heat Loss 000000 0;6t-J4 Total Heat Loss .....29209 Qtuh . . EQUIPMENT 1. Electric Strip Heat 17000 Btuh 2. Electric Strip Heat 17000 Btuh Key: Window types - NFRC (Requires U-Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or 'Tint' (Uses U-Factor and SHGC defaults) U - (Window U-Factor) HTM - (ManualJ Heat Transfer Multiplier) ti try t'6Hl6URl:"1' -aMr EnergyGauge® / USRCZB v5.1 Page 3 System Sizing Calculations - Summer Residential Load - Room by Room Component Details Alain Gonzalez Project Title: 1569 NE 104 ST Gonzalez CALCS 6 2 17 MIAMI SHORES, FL 33138 6/4/2017 Reference City: Miami / Kendall, FL Temperature Difference: 28.OF(MJ8 99%) Humidity difference: 56gr. Component Loads for Room #1: AHU1 Type' Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 1 NFRC 0.37, 1.00 No No N 5.Oft. 1.0ft. 45.0 0.0 45.0 36 36 1621 Btuh 2 1 NFRC 0.37, 1.00 No No N 5.Oft. 1.0ft. 120.1 0.0 120.1 36 36 4324 Btuh 3 1 NFRC 0.37, 1.00 No No N 5.Oft. 1.0ft. 80.0 0.0 80.0 36 36 2882Btuh 4 1 NFRC 0.37, 1.00 No No S 10.Of 0.1ft. 37.4 37.4 0.0 36 37 13A* � Nuts 5 1 NFRC 0.37, 1.00 No No E 7.7ft. 0.1ft. 46.7 46.7 0.0 36 6Z ' • 1681 • tfuh 6 1 NFRC 0.37, 1.00 No No W 4.Oft. 0.8ft. 2.9 2.9 0.0 36 64 • • • 1�04.8! uh Window Total 332 (sqft) "' • • 11959•Btuh Walls Type U-Value R-Value Area(sqft) HTM* Load • Cav/Sheath • "' • ; • . � � • 1 Concrete Blk,Hollow - Ext 0.10 7.0/0.0 254.0 2.9 • • • • 741 Btuh 2 Concrete Blk,Hollow - Ext 0.10 7.0/0.0 307.6 2.9000000 89P7 Bosh 3 Concrete Blk,Hollow - Ext 0.10 7.0/0.0 309.4 2.9 • • • ' 9W. OW:h 4 Concrete Blk,Hollow - Ext 0.10 7.0/0.0 69.5 2.4 • •, • 203 •Btuh 5 Concrete Blk,Hollow - Adj 0.10 7.0/0.0 154.4 2.1 • 450 Btuh 6 Concrete Blk,Hollow - Ext 0.10 7.0/0.0 366.5 2.9 1b61 •JtWh Wall Total 1461 (sqft) 4262 Btuh Doors Type Area (sqft) HTM Load.�� 1 Insulated - Garage 16.7 19.8 330 Btuh 2 Insulated - Exterior 16.7 19.8 330 Btuh Door Total 33 (sqft) 659 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Vented Attic/Light/Tile 0.032 30.0/0.0 1621.3 1.34 2169 Btuh Ceiling Total 1621 (sqft) 2169 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 1621 (ft-perimeter) 0.0 0 Btuh Floor Total 1621.3 (sqft) 0 Btuh Zone Envelope Subtotal: 19049 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.34 12970 0.55 73.4 2260 Btuh Internal Occupants Btuh/occupant Appliance Load gain 12 X 230 + 1200 3960 Btuh Sensible Envelope Load: 25269 Btuh Duct load Average sealed, Supply(R6.0-Attic), Return(R6.0-Attic) (DGM of 0.179) 4512 Btuh Sensible Zone Load 29781 Btuh EnergyGauge® / USRCZB v5.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Alain Gonzalez Project Title: Climate: FL_MIAMI_INTL_AP 1569 NE 104 ST Gonzalez CALCS 6 2 17 MIAMI SHORES, FL 33138 6/4/2017 Component Loads for Room #2: AHU2. 7-71 Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len Hgt Gross Shaded Unshade Shaded Unshaded 7 1 NFRC 0.37, 1.00 No No N 2.8ft. 0.8ft. 180.0 0.0 180.0 36 36 6482 Btuh 8 1 NFRC 0.37, 1.00 No No N 2.8ft. 0.8ft. 67.5 0.0 67.5 36 36 2431 Btuh 9 1 NFRC 0.37, 1.00 No No E 2.8ft. 0.8ft. 50.0 19.2 30.8 36 64 2664 Btuh 10 1 NFRC 0.37, 1.00 No No S 2.8ft. 0.1ft. 2.8 2.8 0.0 36 37 100 Btuh 11 1 NFRC 0.37, 1.00 No No S 2.8ft. 0.1ft. 27.1 27.1 0.0 36 37 %75• Ctuh Window Total 327 (sqft) ; • • • 126512-Sa Walls Type _ U-Value R-Value Area(sqft) HTM' Logado ; • Cav/Sheath • • • 7 Concrete Blk,Hollow - Ext 0.10 7.0/0.0 216.3 2.g"• • • 631 413tuh 8 Concrete Blk,Hollow - Ext 0.10 7.010.0 235.8 2.% • • • • 688 Ekuh 9 Concrete Blk,Hollow - Ext 0.10 7.0/0.0 433.9 2.9 • •. • • 1:b'S *Vh 10 Concrete Blk,Hollow - Ext 0.10 7.0/0.0 285.8 2.4 ... 814 Btgh Wall Total Type/Color/Surface _ U-Value R-Value 1172 (sqft) Area(sqft) ..'.,' HTAA. :. 3417 Bt�th Load Ceilings 2 Vented Attic/Light/Tile 0.032 30.0/0.0 1298.0 1.34 : 1J36 5tuh Ceiling Total 1298 (sqft) 123�8tdh Floors Type R-Value Size HTM Load 2 Interior 0.0 1298 (sqft) 0.0 0 • 4h Floor Total 1298.0 (sqft) 0 Btuh Zone Envelope Subtotal: 17806 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.34 10384 0.45 58.9 1812 Btuh Internal Occupants Btuh/occupant Appliance Load gain 10 X 230 + 0 2300 Btuh Sensible Envelope Load: 21918 Btuh Duct load Average sealed, Supply(R6.0-Attic), Return(R6.0-Attic) (DGM of 0.160) 3498 Btuh Sensible Zone Load 25416 Btuh EnergyGauge® / USRCZB v5.1 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Alain Gonzalez Project Title: Climate: FL_MIAMI_INTL_AP 1569 NE 104 ST Gonzalez CALCS 6 2 17 MIAMI SHORES, FL 33138 6/4/2017 SYSTEM GROUPS (BLOCK LOADS) Sensible Envelope Load 25269 Btuh Window Excursion 0 Btuh Cooling Loads Sensible Duct Load (duct gain multiplier of 0.179) 4512 Btuh Sensible ventilation 'O.RtI For System(s): Zone Sensible gain 297811*tO 1 Latent infiltration/ventilation gain ••• •• 2794 Btuh Serving Zones: Latent duct gain • • • • 126&R6 1 Latent occupant gain ";"; 24.00 $t qh Latent other gain .... 0 �tuh Total block load 36294..fth . . . .. . ... Sensible Envelope Load 21918 BJuh Window Excursion 0 Btuh Cooling Loads Sensible Duct Load (duct gain multiplier of 0.160) 3498 Btuh Sensible ventilation 0 Btuh For System(s): Zone Sensible gain 25416 Btuh 2 Latent infiltration/ventilation gain 2241 Btuh Serving Zones: Latent duct gain 961 Btuh 2 Latent occupant gain 2000 Btuh Latent other gain 0 Btuh Total block load 30618 Btuh EnergyGauge® / USRCZB v5.1 Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) Alain Gonzalez Project Title: Climate: FL_MIAMI_INTL_AP 1569 NE 104 ST Gonzalez CALCS 6 2 17 MIAMI SHORES, FL 33138 6/4/2017 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 47187 Btuh Sensible Duct Load 8010 Btuh Total Sensible Zone Loads 55197 Btuh Sensible ventilation 0 Btuh Blower •O�Btt?h Whole House Total sensible gain 55191'91wh ••• •, Totals for Cooling Latent infiltration gain (for 56 gr. humidity difference) • •• • • • 5035 $tuh Latent ventilation gain '... :04, &eh Latent duct gain •�:• : 2296 J3t0h Latent occupant gain (22.0 people @ 200 Btuh per perr►} 4400 8tuh Latent other gain , :0.4tuh • • Latent total gain • • • 116;06• Bluh TOTAL GAIN 66832 Btuh EQUIPMENT 1. Central Unit # 40000 Btuh 2. Central Unit # 36000 Btuh 'Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U-Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half(%)) (Ornt - compass orientation) Version 8 EnergyGauge® / USRCZB v5.1 Page 4 ......... .............. ------ Engineering & 45 Vcjlencia Avenue Corol Cyobl(-,.s, F', 33 13,! Phone No: (305) 445-2399 Fax No: (305) 445-2219 Subsurface txffloration ReOp*e:e*rt--:- 60:04: 00 0: :2900 of 00 00 00 0 1569 NE 104th Street Miami Shores, Flofla*jo • e b* 00 0 000 March 14 Ih 2017 Table of Contents Subsurface Exploration Report Boring Log Report Map (Boring location) 1. Subsurface Report • . .. . .... • • • ...... .. . • • • • • • . • • . . . ..... • • • .. ... ...... . . ..... i.Boring No. l •• •• •• •• •••••• • • • • • • • , •••••• • • • • • 0 • 1. serial Map View of oubjed property Engineering & Laboratork'�'9 In.l,., ED45 VaIG,ric:ia Av(,nr,e, Como C;ahIc)., FI o I.-i4 (.,,x No: (305) 4415-2, March 10111, 20 'l 7 Mr. Alain Gonzalez 1569 NE 1041" Street Miami Shores, Fl_ Subject: Subsurface Expl_orat on Reporf for addition 1569 NE 10411, Street Miami Shores, Florida • • • • • • • •' Gentleman, ...... We transmit herewith our report on the completed subsurface soil ex4l'" n for;�••� your proposed new footing addition as requested and authorized lby.�iQW. The . scope of the study required to evaluate the subsurface conditions •aild tca provide recommendations for the foundation support for the proposedi sti%,ture" 9600 .. . ... . The data and recommendations presented in this report are based on information obtain from one (1) Standard Penetration Test (SPT) Boring. We thank you for giving us the opportunity of providing this service. Please do not hesitate to contact this office if you have any questions regarding this report. Yours 'Iruly, SET Engineering & Laboratories, LLC f f ermin A. Martinez, KE Florida Registration # 19 363 Page I of Engineering & Laboratories, LLC 45 Valencia Avenue, Coral Gables, FL 33134 Phone No: (305) 445-2399 Fax No: (305) 445-2219 March l Oth, 2017 Scope and Purpose: The purposes of performing this exploration were to evaluate the general subsurface conditions and the ground water level variations due to climatic changes within the proposed project area and to provide recommendations for its foundation support. . . .... ...... Site Location and Site Description: • • • • • • • • ...... .. . ...... The site for the proposed facility is located on 1569 NE 104th Street, MiGA.ShOres, • Florida. The subsurface exploration was performed on March 1Ot f•2Oa7. The ••• locations of the borings are on the attached lay out plan. This investi!ntftn was• •• ••• conducted to analyze the existing subsurface soil and to recommerlNM4 mos}' .: • • • • • economical feasible foundation for the above proposed project*,•A.detail•• •' exploration and subsequent analysis undertaken are discussed & intlude:i wito •� �• this report. Field Exploration Program: ' • The field exploration program consisted of performing one (1) Standard Penetration Test (SPT) borings. The SPT borings were performed within the proposed area of the building. The borings were advanced to a depth of thirty (30 ft) feet below the actual ground surface using the methodology outlined in ASTM D-1586. Split -spoon soil samples recovered during performance of the borings were visually classified in the field. The groundwater level of the borings locations was measured upon completion of the drilling. Procedure Method The penetration testing and soil sampling are accomplished simultaneously using procedures in general accordance with ASTM D-1586, the Standard Penetration Test (SPT). A 2-inch O.D by 1.4 inch I.D. split -spoon samplers is driven with a 140 pounds hammer falling 30 inches. The number of hammer blows required to drive the sampler is recorded on the bore hole logs entitled Soil Standard Penetration Test Result. Where possible, the sampler is driven 24 inches, with the hammer blows being recorded for each of four 6-inch intervals. The "Penetration Resistance" or "N" value is the sum of the blows recorded for the second and third six inch intervals. This value is widely accepted by geotechnical engineer as an indication of the relative density and strength of the soil being sampled. Page 2 of 4 Engineering & Laboratories, LLC 13714 SW 1451h Court Miami, Florida 33186 Phone No: (305) 219-3767 Fax No: (305) 445-2219 Laboratory Testing Program: Representative soil samples obtained during field sampling operation were packaged and transferred to our laboratory for further visual examination and clarification. The soil samples were visually classified in general accordance with the Unified Soil Classification System (ASTM D-2488). The resulting soil descriptions are shown on the soil boring profiles. • • • • Subsurface Soil Conditions: • • • • • • Typical subsoil conditions at the site, showing the consistency, type' bf'Sdil and • thickness of each stratum, are indicated on the Boring Test. ••••.. ••••0: . • Groundwater Monitoring: • • • • • • . • ..0 0 • The groundwater level was measured in the boreholes after stabilizdtion bf thr• . •; • down hole water level. The measured water levels were measured C1t d'apth (If (7'-3") below the ground surface on the dates indicated in the •Appendix*'• : Fluctuations in the groundwater levels should be anticipated throughout the year primarily due to seasonal variations in rainfall and other factors that may vary from the time the borings were conducted. The normal seasonal high groundwater level each year is the level in the August -September period of the rainy season. These levels may be modified at any time a hurricane hit the area during the expected hurricane season (June -October) and groundwater level may top the ground surface level. Discussion: The site for the proposed construction is located inside the existing residential property. Page 3 of 4 PRIMARY FOUNDATION RECOMMENDATION FOR BUILDING AREA: OPTION 1 1). Based on our past experiences & the sub -surface investigation reveals we recommend pin piles with following specification: • 3'/2" O.D., 3.0 I.D. steel pipe GALV. ASTM A-53, schedule 40, FY = 35KSI with a maximum of 3.0 tons (compression). • 4" O.D., 3.5 I.D. steel pipe GALV. ASTM A-53, schedule 40, FY = 35KSI with max allowable bearing capacity of 4 tons (compression). • Piles should be driven until a minimum driving resistance 2" in. • 30 seconds is attained with a driving equipment of 140 LB Jack hammer • Alternate driving criteria: Piles shall be driven to a minimum 20 blows per last inch with a 260 LB drop hammer falling 24". • 30'-0" from cut off elevation. • Install #6 reinforcing bar, which shall integrate with the foundation footing•••• structure. •..• • Piles shall be fully grouted internally or place concrete mix. • • • • • • • Using pea rock strength to be 3,000 PSI in 28 days. •••:•' •• • • Test on grout or concrete used to be performed by a testing la�o zmry. • • Pile installation shall be witnessed by the Geotechnical inspecttu... • ; • • • • • • Geotechnical inspector shall confirm driving resistance, complic"rie.with depth requirements, continuity of grouting and reinforcing dete0s•••••: • Inspector's log shall include the proceeding and all other perf!Moh: data • including pile identification. •• �...:. OPTION 2 • Helical Pile can be used for higher compression strength. Helical piles are suited for 8 tons bearing capacity in compression. They need to extend to 30' pile refuse depth resistance. We recommend the following: Three (3) inch Round shaft (RS) with compression capacity of 8 tons and approximate length of 30'-0" to bear at refuse resistance. Conclusion: The above findings are based on our soil standard penetration data and information .obtained at the test locations. Uniformity of soil strata in the immediate vicinity may be assumed, however, it is not guaranteed, and this office assumes no responsibility of areas other than those where the sub -soil investigation was made and reported here -in. In order to assure proper performance of foundations and to assure that the design requirements are fulfilled in actual construction, it is recommended that all earthwork compaction and foundation excavation be performed by this office or under supervision of a Geotechnical Engineer. Page 4 of 4 -j Engineering & Laboratories, LLC 45 Valencia Avenue, Coral Gables, FL 33134 Phone No: (305) 445-2399 Fax No: (305) 445-2219 BORING LOG REPORT Client Mr. Alain Gonzalez Order No. Address 1569 NE 104 Ih Street Miami Shores, FL Report No. Project Residential Property Hole No. 1- -Address 1569 NE 104` Street Miami Shores, FL Date 3/10/2017 Location Front Entrance Driller SJ Depth (feet) Description of Materials Sample Number Hammer Blows On Sampler "N" Hammer Slats On '.Cas►�g 1 0'-1" Grey Sand 1 4 3 .. .... • • • 2 0'-1" - 2'-0" Brown Sand 3 4 0 3 2'-0" - 3'-0" Licht Gra Sand 2 6 12 .••. • • 4 3'-0" - 6'-0" Dark Grey Sand with Silt traces with rock particles . 5 5 ...# � 5 3 2 2 ..... 6 3 3 i5• 7 6'-0" - 9'-0" Grey Silty Sand Marl 4 4 3 8 3 3 �f� • 9 5 3 3 • 10 9'-0" - 1 V-0" Black Sand with peat with roots & Marl 8 15 11 11 6 18 24 12 11'-0" - 13'-0" Gray Sand 20 28 44 13 7 32 38 14 13'-0"- 18'-0" Gray & Brown Sand with rock particles 22 35 60 15 8 17 17 16 8 8 25 17 9 13 9 18 10 25 19 19 18'-0" - 23'-0" Gray Sand with Rock particles 10 16 10 20 13 10 23 21 11 12 10 22 10 1 9 20 23 12 14 10 24 23'-0" - 30'-0" Gray Sand with Rock particles 11 9 21 25 13 6 9 26 5 7 14 27 14 10 13 28 20 20 33 29 q15 26 20 30 23 28 43 Water table 7'-Y' As a mutual protection to clients, the public ana ourselves, an reports are suormaeu as uic cuni,ucnuai P,up- ty — clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Enginee.ring I-aboratories, U.-C, 45 Vale ncio Avenio Cotal (wbles, FL 33134 Phone No: (305) /45-2399 Fax No: (305) 445-2219 PROJECT ADDRESS'� 1569NE 104" Street Miami Shores, FL 33138 00 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Gonzalez CALCS 6_2_17 Builder Name: Street: 1569 NE 104 ST Permit Office: City, State, Zip: MIAMI SHORES, FL, 33138 Permit Number: Owner: Alain Gonzalez Jurisdiction: Design Location: FL, Miami County:: Miami -Dade (Florida Climate Zone 1 ) 1. New construction or existing Existing (Projecte 9. Wall Types (3326.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=7.1 3154.90 ft2 b. Concrete Block - Int Insul, Adjacent R=7.1 171.07 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 5 d. N/A R= ft2 10. Ceiling Types (2919.3 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 2919.30 ft2 6. Conditioned floor area above grade (ft2) 2919.25 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. R= ft2 11. Ducts R ft2 7. Windows(659.4 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: AHU1 ••®+ 400 a. U-Factor: Sgl, U=1.00 659.45 ft2 b. Sup: Attic, Ret: Attic, AH: AHU2 + • • • 6.0305 • ... SHGC: SHGC=0.37 •' • +• • • b. U-Factor: N/A ft2 12. Cooling systems • •. • kptu/hr • �V111ciTicy SHGC: a. Central Unit • 40.0 SEER:16.00 • • `� b. Central Unit 36.0 SEEI1:18.00 c. U-Factor: N/A ft2 • • • • 0 • • + SHGC: 13. Heating systems + " • & • • • •kBtu/hr • EViency • • • • d. U-Factor: N/A ft2 a. Electric Strip Heat • •+• • • 17.0 •COP:J.00 • •; SHGC: b. Electric Strip Heat .•�••� 17.d•�0��.00 Area Weighted Average Overhang Depth: 4.393 ft. •. • • • • • •�+� Area Weighted Average SHGC: 0.370 14. Hot water systems Electric ± • iVons •"• 8. Floor Types (2919.3 sgft.) Insulation Area a. Capi4( : • • • • EF: 0.960 • a. Slab -On -Grade Edge Insulation R=0.0 1621.30 ft2 b. Conservation features • ' •' • • : • + b. Floor Over Other Space R=0.0 1298.00 ft2 None • • c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.226 Total Proposed Modified Loads: 130.11 PASS Total Baseline Loads: 133.39 1 hereby certify that the plans and specifications covered by Review of the plans and F^{HE STgl this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance �' �n� 1 with the Florida Energy Code. a1 PREPARED BY:�b(� X'l` Before construction is completed v DATE: 6 this building will be inspected for compliance with Section 553.908 ' �. I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COD WEI.. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 6/4/2017 5:09 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R4n.r;_q )14 PROJECT Title: Gonzalez CALCS 6_2_17 Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 2919 Lot # Owner: Alain Gonzalez Total Stories: 2 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1569 NE 104 ST Permit Office: Cross Ventilation: County: Miami -Dade Jurisdiction: Whole House Fan: City, State, Zip: MIAMI SHORES, Family Type: Single-family FL , 33138 New/Existing: Existing (Projected) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume . • smug ' ' 1 Block1 1621.25 12970 • • • • • • • •••••• •• • •••• 2 Block2 1298 10384 • • • i • • • • SPACES '••••' :•••%• • • .•�• Number Name Area Volume Kitchen Occupants Bedrooms InfilID •Finished •'Cpol4d of I"" 1 AHU1 1621.25 12970 Yes 12 1 1 s••7@l Y4s Yes • 2 AHU2 1298 10384 No 10 4 1 Yes ..Yet 'YA5'• FLOORS •' '•' •��• # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio AHU1 210.5 ft 0 1621.25 ft _-__ 0 0 1 2 Floor Over Other Space AHU2 ____ 1298 ftz 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Flat Flat tile/slate 1298 ft2 14 ftz Medium 0.96 No 0.9 No 0 1.2 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1298 ftz N N 6/4/2017 5:09 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 CrNORA DAnr, on!n CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) AHU1 30 Batt 1621.25 ft2 0.11 Wood 2 Under Attic (Vented) AHU2 30 Batt 1298 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below -Ornt To Wall -Type Space Value_-Ft-ln Et -In Area R-Value-Fraction-Absm-Grade-*/o 1 N Exterior Concrete Block - Int Insul AHU1 7.1 53 9 5 499.1 ft2 0 0.75 0 2 E Exterior Concrete Block - Int Insul AHU1 7.1 32 8 9 5 307.6 ft2 0 0.75 0 3 S Exterior Concrete Block - Int Insul AHU1 7.1 36 10 9 5 346.8 ft2 0 0.75 0 4 E Exterior Concrete Block - Int Insul AHU1 7.1 12 4 9 5 116.1 ft2 0 0.75 0 5 S Garage Concrete Block - Int Insul AHU1 7.1 18 2 9 5 171.1 ft2 0 0.75 0 6 W Exterior Concrete Block - Int Insul AHU1 7.1 41 9 5 386.1 ft2 0 0.75 0 7 N Exterior Concrete Block - Int Insul AHU2 7.1 53 8 9 463.8 ft2 0 0.75 0 8 E Exterior Concrete Block - Int Insul AHU2 7.1 32 8 8 9 285.8 ft2 0 0.75 0 9 S Exterior Concrete Block - Int Insul AHU2 7.1 53 8 9 463.8 ft2 0 0.75 0 10 W Exterior Concrete Block - Int Insul AHU2 7.1 32 8 8 9 285.8 ft2 0 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height • • Area Ft In, Ft • �� • aa-• 1 S Insulated AHU1 None .46 2 • •6 . 6 • • • 16.7 ft2 •' 2 W Insulated AHU1 None .46 2 "'6" 6 008 • 16.76W0 • • •••••• • WINDOWS 0"" ••• ' Orientation shown is the entered, Proposed orientation. 0000 • 00000 Wall • • • • • • Overhang• • • • • • • 00006 # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int $had8' Scr22rTiml 1 N 1 Metal Single (Clear) Yes 1 0.37 45.0 ft2 5 ft 0 in tft 01h None �n� e 2 N 1 Metal Single (Clear) Yes 1 0.37 120.1 ft2 5 ft 0 in loft 0 in done " 04 None 3 N 1 Metal Single (Clear) Yes 1 0.37 80.0 ft2 5 ft 0 in • • • 1 115 in • Nt7�e� ••••• None • 4 S 3 Metal Single (Clear) Yes 1 0.37 37.4 ft2 10 ft 0 in Oft 1 in None " None 5 E 4 Metal Single (Clear) Yes 1 0.37 46.7 ft2 7 ft 8 in Oft 1 in None None 6 W 6 Metal Single (Clear) Yes 1 0.37 2.9 ft2 4 ft 0 in 0 ft 10 in None None 7 N 7 Metal Single (Clear) Yes 1 0.37 180.0 ft2 2 ft 10 in 0 ft 9 in None None 8 N 7 Metal Single (Clear) Yes 1 0.37 67.5 ft2 2 ft 10 in 0 ft 9 in None None 9 E 8 Metal Single (Clear) Yes 1 0.37 50.0 ft2 2 ft 10 in 0 ft 9 in None None 10 S 9 Metal Single (Clear) Yes 1 0.37 2.8 ft2 2 ft 10 in Oft 1 in None None 11 S 9 Metal Single (Clear) Yes 1 0.37 27.1 ft2 2 ft 10 in Oft 1 in None None 6/4/2017 5:09 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 Gnr?RA Rd0E-7n1d GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 422.11 ft2 422.11 ft2 18.2 ft 8 ft 0 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000333 2552.4 140.12 263.52 .2832 6.5575 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 17 kBtu/hr 1 sys#1 2 Electric Strip Heat None COPA 17 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 40 kBtu/hr 1400 cfm 0.75 1 sys#1 2 Central Unit Split SEER: 18 36 kBtu/hr 1200 cfm 0.75 2 sys#2 HOT WATER SYSTEM # System Type SubT a Y YP YP Location EF Ca Use SetPnt • • Cortsert 8tion p . ._. • • • • • .- 1 Electric None Garage 0.96 40 gal 80 gal 120 deg • . Nope : • • :: 41 SOLAR HOT WATER SYSTEM FSEC Colltt& Stofage • • • • Cert # Company Name System Model # Collector Model # An* '; Volq hey FEF• • • • • None None .jt2 ... 00 DUCTS •��• . . / ---- Supply ---- ---- Return ---- Air CFM 25 CFM25 • • HVAC # v # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 400 ft2 Attic 100 ft2 Default Leakage AHU1 (Default) (Default) 1 1 2 Attic 6 305 ft2 Attic 80 ft2 Default Leakage AHU2 (Default) (Default) 2 2 6/4/2017 5:09 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 C '%MRA 0AAr 7r11 A TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingjj jj Jan Heatin(X] Jan [[ ]]Feb [X] Feb [[ jj Mar [X] Mar [ ] Apr [ ] APr [ [ ] May ] May [X] Jun [ ] Jun [X] Jul [ ] Jul [X]] Aug ] Aug Se SeP [ ]Oct [ ]Oct [j ]] Nov [X] Nov Dec Dec ventin jj ]] Jan [[ ]] Feb [[X]] Mar [X] A r [ ] Ma [ ] Jun [ ] Jul E ]] Au Se [X] Oct [[X]] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 • • •• • •••• • • •..••• •- ,•.-•••••• ,.••.••a —•.- I&--- ••••• •••••• • • ••••• •• •• •• •• •••••• •••••• • • • • • • • • • • • • • • • • • 6/4/2017 5:09 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Sgl, U=1.00 SHGC: SHGC=0.37 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor Over Other Space c. N/A 1569 NE 104 ST, MIAMI SHORES, FL, 33138 Existing (Projecte Single-family 1 5 No 2919 Area 659.45 ft2 ft2 ft2 ft2 4.393 ft. 0.370 Insulation Area R=0.0 1621.30 ft2 R=0.0 1298.00 W R= ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=7.1 3154.90 ft2 b. Concrete Block - Int Insul, Adjacent R=7.1 171.07 ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 2919.30 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Attic, AH: AHU1 6 400 b. Sup: Attic, Ret: Attic, AH: AHU2 6 305 12. Cooling systems a. Central Unit b. Central Unit 13. Heating systems a. Electric Strip Heat b. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: kBtu/hr Efficiency 40.0 SEER:16.00 36.0 6EER:18.00 ' • : kBtu/hr . •EAciency • • 1 -P.0 EOP:1.00 • • 17.8CO�:1.00 '�•��' (:EV.46gallons ��•� •••••• • EF:0.96 ��• • • • Pstat ..., ; tiO4 THE STgT�O�, �O WF 'Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/4/2017 5:09 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 1569 NE 104 ST Permit Number: MIAMI SHORES, FL, 33138 MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law [Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weelheretripping or other infiltration control measures; • . ' • • • •' • . • • • 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, %,p8t taled be"g intended • infiltration control measures; • • • • • 3. Interior doors, if installed at the time of the test, shall be open; • • •: •' " ' """ 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closes fiM1d W-aled; • • • • • 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 0000 • • • • 6. Supply and return registers, if installed at the time of the test, shall be fully open. 690960 :"•" 00000 O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combousl4n air. • • •• •• •• •••••• O R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltr;t Vr r tjp of no more than 0.3 cfm per • square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), wherf tested according to NFRC 400 or • AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufactu6r• • ; • """ Exception: Site -built windows, skylights and doors. • • • • • • O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)'kll ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free' by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/4/2017 4:16 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) ❑ R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑ R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. ❑ R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. ❑ R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. ❑ R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls 111403.4.4.11A Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60oC). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. • • • • O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall r�iieet4thapminimur Miciencies of Tabla C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipWgiltIrtsialled. • o Equipment used to provide heating functions as part of a combination system shall satisfy all stated rdotIM89rits for thtlapprCpriate *Att°I• • • heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. • • • • • • • • • R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production afe rrat by the $ Wi filar en;gy • factor of the system. The solar energy factor of a system shall be determined from the Florida Sofa? Energy Center Directory of• • • • • Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806?'f@Gk Methods fo#Solar•Collectercp • • and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Qc�a ws in inst&WW si?$r water. • • • • • heating systems should meet the following criteria: ..... . •' 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; al • • • • • • • • • • 2. Be installed at an orientation within 45 degrees of true south. • • • • • ❑ R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of A* •. ; • Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. • • Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ❑ R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected calculated total load, but not more than 1.15 times greater than the total load calculated Section 403.6, or the closest available size provided by the manufacturer's product line equipment shall not be less than the calculated latent load. so that its total capacity is not less than the according to the procedure selected in s. The corresponding latent capacity of the 6/4/2017 4:16 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 0006 1. A separate cooling or heating system is utilized to provide cooling or heating to the major+enterteinment areas• • • • • • • • • • • • 2. A variable capacity system sized for optimum performance during base load periods is utilile*d. ' .' • •. • • •••••• •• • •••••• ❑ R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units sh4t;j:lx with Sections C403 • • and C404 of the Commercial Provisions in lieu of Section R403. • • • • • • ❑ R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy se"CEPto the bLAding, shall • • • • • include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, arKir"pncipitation.is falling Poo** • and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. •. •. • • • • •; .. • •. • • ❑ R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for r4?ACtTa: pools and inground • • spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The Cnergy rtquirerr* nts f(9r • • • • • • portable spas shall be in accordance with ANSI/APSP-14. • • • • O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside • the heater to allow shutting off the heater without adjusting the thermostat setting. & 0 R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. ❑ RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ❑ R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 6/4/2017 4:16 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Corn Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Gonzalez CALCS 6_2_17 Builder Name: Street: 1569 NE 104 ST Permit Office: City, State, Zip: MIAMI SHORES, FL, 33138 Permit Number: Owner: Alain Gonzalez Jurisdiction: Design Location: FL, Miami COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. V Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. • • • Knee walls shall be sealed. • • • • • • • • • • Windows, skylights and doors The space between window/doorjambs and framing and skyligpluril •�� •V"" ••• framing shall be sealed. • Rim joists Rim joists are insulated and include an air barrier. • •• • • • • Floors (including above -garage • Insulation shall be installed to maintain permanent contact with underside of • • and cantilevered floors) ••• •••• subfloor decking. • • • • ••• • The air barrier shall be installed at any exposed edge of insulation. • • • • • • • • • Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently : • • attached to the crawlspace walls. • • • • A.0 Exposed earth in unvented crawl spaces shall be covered withla•Glasq* I ••• • • vapor retarder with overlapping joints taped. •: Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in / exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/4/2017 4:16 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 FCORiDp' Permit NO. RC-6-17-156.5 Permit Type: Residential Construction en"8141 It Work Classification: Addition/Alteration Permit Status: APPROVED Issue Date: 7/2112017 1 Expiration: 01/17/2018 Project Address Parcel Number Applicant 1569 NE 104 Street 1122320320160 Miami Shores, FL Block: Lot: ALAIN & CARLY GONZALEZ Owner Information Address Phone Cell ALAIN & CARLY GONZALEZ 1569 NE 104 Street (786)277-9756 MIAMI SHORES FL 33138- 1569 NE 104 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone HOME OWNER In Review ate Approved:: In Review ate Denied: ype of Construction: ADDITION AND REMODEL KITCHE Occupancy: Single Family tories: Exterior: ront Setback: Rear Setback: sft Setback: Right Setback: edrooms: 4 Bathrooms: 3 lans Submitted: Yes Certificate Status: ertificate Date: Additional Info: and Return : Classification: Residential Fees Due Amount Bond Type - Owners Bond $500.00 CCF $90.00 CO/CC Fee $50.00 DBPR Fee $67.50 DCA Fee $67.50 Education Surcharge $30.00 Notary Fee $5.00 Permit Fee $4,500.00 Plan Review Fee (Engineer) $120.00 Plan Review Fee (Engineer) $120.00 Scanning Fee $102.00 Technology Fee $120.00 Total: $5,772.00 Valuation: $ 150,000.00 Total Sq Feet: 3000 Available Inspections: Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Pay Date Pay Type Amt Paid Amt Due Invoice # RC-6-17-64300 06/13/2017 Credit Card $ 200.00 $ 5,572.00 07/21/2017 Credit Card $ 5,572.00 $ 0.00 Bond #: 3461 Foundation Window and Door Buck Fill Cells Columns Wire Lathe Review Planning Review Building Review Building Review Structural Review Structural Review Mechanical Review Plumbing F. Termite Letter F. Elevation Certificate Review Electrical Review Electrical Declaration of Use In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Fykgermorel aattroriEejhe above -named contractor to do the work stated. July 21, 2017 Authorized Signature: Owner scant / Contractor / Agent Building Department Copy July 21, 2017 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 BY- INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING ?017 FBC 20 � Q " _ Master Permit No. -- IS Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ' S(o-` N� C)4 a r• City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): N1a.N Gj Z,4&0, Phone#: -ISCE • -2---7? .q j5(0 Address: �� l o—C IoLty-, _ City: 01 IL &14n � i,,o S State: zip: Tenant/Lessee Name: Email: CONTRACTOR: Company Name:(�✓9 Address: hone#: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 1 So,O o-z) Square/Linear Footage of Work: San 0 S!j•FT. Type of Work: Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: NoSP, Tt.� ? r'W7•d CL (--c.d •4'T1�S . : 0 DMA Specify color of color thru tile: , Submittal Fee $ Permit Fee $ 71J� CCF $9 Q CO/CC $ f ' Scanning Fee $ ' Q Radon Fee $ DBPR $ G • Sb Notary $ 5. (X) Technology Feb $• f Training/Education Fee $ -3 ' Double Fee $ —2� Structural Reviews U • 01z� Bond $ 03 TOTAL FEE NOW DUET (Revised02/24/2014) 4 PIN , Bonding Company's Name (if applicable) Bonding Company's Address City-. State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this day of �UINF, 20 by AIN TVA GhN`, w"hoTs personally known to me or who has produced w\"2 ucr—Nsl:�s identification and who did take an oath. NOTARY Sign: C Print: Sea k Notary Public State Of R10fi141 SAlv �q Myindia Commiaai0narez FF 158750 Expiroa09103/2018 ********************* APPROVED BY � r (Revised02/24/2014) Signature, CONTRACTOR The foregoing instrument was acknowledged before me this day of , 20 , by , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as ******************************************************************* Plans Examiner Structural Review Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: a � Q� tJ �,��Z DATE: G • �3 / � ADDRESS: I S (h ( iIC IUH S TMI a .w" S Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial — 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial —Q 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial < 1 r 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial r3 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850,487.1395 or http://www.mvfloridalicense.com/dbpr/pro/cilb/index.htmi Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 113 day of �U 20 I_r By �1—F r� T who was personally known to me or who has Produced there License or t�-bD- Ey— U NS as identification. OWNER NOTARY off, Notary Public State of Florida = Sindia Alvarez My Commission FF 156750 poi Expires 0910312018 PropeYty Search Application - Miami -Dade County Page 1 of 2 0 F F r OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2232-032-0160 Property Address: 1569 NE 104 ST Miami Shores, FL 33138-2665 Owner ALAIN GONZALEZ CARLY GONZALEZ Mailing Address 1569 NE 104 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1300 SGL FAMILY - 2801-3000 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/3/0 Floors 2 Living Units 1 Actual Area 4,580 Sq.Ft Living Area 2,911 Sq.Ft Adjusted Area 3,296 Sq.Ft Lot Size 8,925 Sq.Ft Year Built 1967 Assessment Information Year Land Value 20171 $477,5441 2016 $339,136 2015 $312,324 Building Value $342,290 $271,426 $273,650 XF Value $27,117 $27,317" $17,798 Market Value $846,951 $637,879 $603,772 Assessed Value $731,582 $347,317 $344,903 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Assessment ............. Cap Reduction $290,562 $258,869 Portability Assessment $115,369 Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Senior Homestead Exemption $50,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description RIVER BAY PARK ADDN PB 40-72 LOT 17 BLK 3 LOT SIZE 75.000 X 119 OR 13018-2636 0986 4 Generated On : 6/13/2017 Taxable Value Information 2017= 2016 2015 County Exemption Value $50,000 $100,000 $50,000 Taxable Value $681,582 $247,317 $294,903 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $706,582 _ $322,317 $319,903 City Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $681,582 $297,317 $294,903 Regional Exemption Value Taxable Value $50,000 $681,582 $50,000 $297,317 $50,000 $294,903 Sales Information Previous Sale Price OR Book -Pages Qualification Description 11/22/2016 $1,050,000 30341-3921 Qual by exam of deed http://www.miamidade.gov/propertysearch/ 6/13/2017 IVlldl I ll JI IUI CJ V IIIdgu Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION E., BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: /S W��J - � o UG 17 2017 FBC 20) Master Permit No _9�� «� Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL �HANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: 33 / 3 b Folio/Parcel#:1 i -2, 3;)--- Q�Nz (vD Is the Building Historically Designated: Yes NO Occupancy Type:,S, J�A Load: Construction Type: Flood Zone: X BFE: FFE: OWNER: Name (Fee Simple Titleholder): jl &� a)._ rCDn 0 7.&i_A1_ Phone#: Address:: m r, I nq CT City: State: �L Zip: '2's / Tenant/Lessee Name: one#: Email: CONTRACTOR: Company Name: C.��t r�— eD I �'712_OC TIOA 9 Phone#: of 79) 3 222 73 c Address: �- 3'! City: & A,-VL i ��S troy � IState: FL- Zip: 3 F( 3 P� Qualifier Name: C'�i� L �+r Phone#: I ?'?) -?7c? `C? ;>'�?b State Certification or Registration #: C ;LL / 3 of Competency #: DESIGNER: Architect/Engineer: i , / Phone#: Address: 1 / 5 u) .- 1 fin% l> City: rr Z, �/4 t _ _State: � Zip: Value of Work for this Permit: $69 T Q0 '[� Square/Linear Footage of Work: Type of Work: Q Addition n0 Alteration ❑ New ^^ Repair/Replace 1,- ❑ Demolition Description of Work: 12"io b4-7-00 l Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ _ CO/Cc $ _ Notary $, Double Fee $ _ Bond $ TOTAL FEE NOW DUES _'iln: Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Zlt--0�74 OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this �— day of k<!-;3 , 20 V7�1- by �i.f1l N 2 , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: CKD 1 LC -X JAt?X'? Seal *********************** APPROVED BY as f 40 P0, Notary Public State of Florida ' Sindia Alvarez } My Commission FF 156750 Expires0910312018t A. Al The foregoing instrument was acknowledged before me this 1-� day of AUK,J 5I 20 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PU Sign: (, a Print: S(aD I", Seal � .�vw P�eL Notary Public State of Florida 0 Sindia Alvarez My Commission FF 156750 p 1A o,� Expires0910312018 Il'717 Plans Examiner Zoning Structural Review Clerk C , ' • Miami Shores V11age Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT :Permit N. 0`Wner's Name (FeeZmple Title Holder): ' 1Ak >J Q'14-�czhone M Owner's Address: City: 1 ` ,a RAA State Zip Code: 3 Job Address ((f where work is being done):_ ) 6 al N.� ) 0 V 5 j City: —Miami Shores State: —Florida Zip Code: 3 :Contractor's Company Name: 5 Address: 2.3 7 N F - 10 2 City:0 , A,4-f " 5- Qualifier's Name: C Architect/ Engineer of Record Name: Address: City: State: Phone #: 99b-329-%%33 Zip Code: 1 Lic. Number: C k.L Phone #: Zip Code: Describe Work: N oo S `Z� a'�� W � p P t—taa� X� R-14- t-t 4,L Z,� I hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless for all legal involvement. Signature Signature owheF o�Agent C6ntractor or Architect The foregoing instrument was aknowledged before me The foregoing instrument was aknowledged before me this 1__� day of si,200�by A=A10 this day of , 20 by Who is personally known to me or who has produced who is personally known to me or who has produced as indentification. 'Notary .ubli : Sign: Seal: ;o�09`T °os� Notary Public State of Florida Sindia Alvarez 8� My Commission FF 156750 '?oF coo! Expires 09/03/2018 Notary'Public: Sign: Seal: as indent cation.