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RC-19-539Cc 1co k Ott WK J?6 -V E? 'f7; 4 Zoo- kk 1 if 4 IL 46 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: KITCHEN CABINETS REPLACEMENT, REMODELING 2 BATHROOMS, NEW FLOORING, ELECTRIC UPDATE, PARTIAL NEW WINDOWS AND DOOR, EXTERIOR STAIRS Permit Type Building (Residential) Bldg. Permit No. RC-03-19-539 Contractor DAVID HESTER, INC. CBC Owner SHORES 104 LLC Subdivision/Project Date Issued 10/20/2020 Construction Type V-B Occupancy Single Family Type Square Footage 0.00 Flood Zone AE-8 Location If the building is located in a special flood hazard area documentation of the as -built lowest floor 1080 NE 104TH ST elevation or lowest horizontal structural member has been provided and is retained in the records of Miami Shores, FL 33138 Miami Shores Village. This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the OR 9z 31- time of issuance this structure was in compliance with the various ordinances of the jurisdiction 19C. 131 regulating building construction or use. HAII zrBuilding Officials Approval Ismael Naranjo, CBO 7'ES IS 0 R11D Not Transferable POST IN A CONSPICUOUS PLACE k!:� lb - *Pa F t f. 4 SORES IV �oRto� Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores FL 33138 a Pennit.lvo: RC—Q3-1 —539� Type: Btrding ,(Residerh`+aly_ 4 worwass Aiteration -` Permit`Statt�s: iSrq.Y,Ed' Issue Date: 7/26/2019 Expires: 011/21 02020 INSPECTION REQUESTS: (305)762-4949 or tog on at https:/Ibldg.msvfl.gov/energov_prod/selfservice POST ON SITE Requests must be received by 3:30pm WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:OCPM 1122320290200 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 APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK ISACCEW13LE 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: SHORES 104 LLC Owner's Phone: (305)778-8787 Job Address: 1080 NE 104TH ST Total Square Feet: 0 Miami Shores, FL 33138 dotal Job Valuation: $ 69,000.00 i Contractor(s) Phone Address CAIBAI CONSTRUCTION LLC Description: CHEN CABINETS REPLACEMENT, REMODELING 2 BATHROOMS, NEW FLOORING, ELECTRIC UPDATE, P R L NEW WINDOWS AND DOOR, .EXTERIOR STAIRS n U 041 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�OSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IFsYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Page 1 of 1 INSPECTION RECORD INSPECTION DATE IN Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing f Insulation Ceiling Grid r Drywall f 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 DOCUMENT Soil Bearing Cert 4 Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS WINDOWS:.... INSPECTION LATE INSP Attachment WORKSPUBLIC INSPECTION DATE INSP Excavation ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck'Bondint Pool 4Vet he UndeMd? Footar Slab � Wall Rough Ceiling Rough r* , Rough 3/2 �n 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 CNN 7b ELECTRICAL COMMENTS I!, I PLUMBING- INSPECTION DATE INSP Rough f_ %, . ► /-/- X Water Service 2°d Rough 3 /% Top Out Fire Sprinklers Septic Tabi 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 CtA.~ 74 MECHANICAL INSPECTION DATE INSP Underground Pip Rough I Y Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum MECHANICAL C MMENTS VelA I IT OFF.(877)-894-8001 h1..OltllT_1 1S1'I L,1)I ti{, BOUNDARY SURVEY www.FlorldaLandSurveying.com PROUDLY SERVING FLORIDA COAST TO COAST 12555 BISCAYNE BOULEVARD / 934 NORTH MIAMI, FLORIDA 33181 SCALE 1': 30• N.E. 104th STREET 8 7 6 b 4 3 2 1 ® /OP 0� LOCATION SKETCH N.E. 104th STREET Scale 1"= NT.S. soToru �1cr�r of war - — — - — RC-03-19-539 20.4' ASPHALT PAVEMENT _ , �07/2020 / 8 5" PARKWAY`I' N C F1JI!�2• S90.00'00 75.00' NO f� UP 112' NO P P.C. NO C4P CONCI J- 401.34' 0 DRIAT AX'Al a9 PLASTIC _ ntes�• Oj gECEIVED OCt 0 7 Z� BY: a64' STEPS o 4.75' 0.59' .1a 1 20.40' 8 P89 0.0 -oo S " GWM o E1EY.' 10.11' c. 19.90' ONE STORY q F w QAQ ti LOT - (> RESIDENCE W PQ 5w BLOCK 1080 -`' G,pEQ c u" o F.F. BEV: 1241' W c 16.30' 9.90" LOT - 7 0 � d o LOT - 5 ✓ AO BLOCK 2 z PAVERS BLOCK 2 �� r C C`t DNA POOL 10.05' t6s ' 26 29.z5' 12.60' 1 / .q POOL EQUIPMENT STEPS 1) 68' 52' 4 METAL FENCE BM USED: F.LR 1/2" t --! :P F.I.R 1/2• � 'w BM# B-26-RA ELEV: 17.23' (MIAMI-DADE Co.) Nil ev N 0�00'00'W " 75.00' " NO W o PLAT LIMITS o NOT SUBDIVIDED LEGAL DESCRIPTION: I0DDRESS80 N.E. 04thSTREET, LOT 6, BLOCK 2, OF "EVEN INGSIDE", ACCORDING TO THE PLAT MIAMI SHORES FL. 33138 EGEND• P.D.C.- Point of Commencing THEREOF, AS RECORDED IN PLAT BOOK 44, AT PAGE 53, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. M'. Measud C:�:t�i-= Concrete BBITc ItYall ad C. — Calculated PVMT— Pavement MC - Concrete Porch R/W.— Righ of Way F.I.P.- Found Iron Pipe t - Wood Fence I.R.F. Iran Rod Found — Chain Link Fence c - Canterlins A/C- Air Conditioner FLOOD INFO: CERTIFIED TO: P.L. = Property Line U.E.- Utility Easement P.O.L. — Point on Line B.O.B.- Baal of Bearing Community.. MIAMI—DADE Co. SHORES 104 LLC IP - Iron Pipe R.O.H.— Root Overhang VILLAGE OF MIAMI SHORES Swk — Sidewalk P.C. — Point of Curvature 120652 Con — Concrete C&G— Curb &ddGutter Map & Panel 12086 C O306 CBS Concrete Block L�-Licenses usinesan III. Suffix: L 0� Structure Existing Elevation RES - Residence Flood Zone: AE FH — Fire Hydrant F.F.E.- Finish Floor Elev. Base FLood Elevation:8.0' This Surrey has bean prepared for the exclusive use W/R= Wood Roof B.C. - Block Comer of th. entitles named harsh and the Certification WY — Parkway ENCR.— Encroachment does not extend to any unnamed party D N/D F nd N ll&DIsIA — Aluminum Roof —a ch Bae9 A S. —Aluminum Shed SURVEYOR'S NOTES: WPP `O-. WOOD POWER POLE 1-01MERSNIP IS SUBXCT TO OPINION OF 7711E 2—NO UNDERGROUND IMPROVEYEAUS HERE LOCA70 LP 0 LIGHT POLE fN FlRE HYDRANT SEC. � SECTION SHEWyq `•- p`�4��MSt 'VO °,. 3—EI£VA7IONS ARE REFERRED TO NA77ONAL GEODE77C CPP CONC. POWER POLE Nw57's Fa VERTICAL DATUM OF 1929 (UNLESS ASSUMED). S.V. " SEWER VALVE GM GV V. 4—THERE MAY BE AD017IONAL RES7RIC77ONS NOT SHOWN IN THIS SURVEY THAT MAY BE FOUND IN THE COUNTY PUBLIC RECORDSS.S. A GAS METER GAS SAN. SANITARY MANHOLE a DRAINAGE MANH OLE e s NOTE: 5—LEGAL DESCRIPTION PROVIDED BY CUENT +�„oR,syrtvcls .s 6—UNLESS OTHERWISE NOTED RECORDED AND MEASURED THE. FLOOD DATA PROVIDED IS FOR «*� 7—BEFORE ANY CONS7RUC71ON 7HE SET BACKS INFORMATION PURPOSES ONLY, THE CARLOS HERNANDFZ MUST BE CHECKED SURVEYOR MAKES NO OUARANTEES AS TO THEACCIIRACYOF THEINFORMATION PROFESSIONAL SURVEYOR AND MAPPER 6—ALL FlEZO MEASUREM!]J15 TAKEN FOR 7HlS SURVFI' HER£ MADE PROVIDED THE LOCAL F. E.M. A. AGENCY LB 7619 05-13.2020 WITH £L£C7RONIC 7RANSIT AND/OR STEEL TAPE W/ACCU. 1: 7500 SHOULD BE CONTACTED FOR VERIFICATION. 9—THIS SURVEY IS FOR USE AS PER REQUEST ELECT FILE CODE #IOSONEl04$TMIAMI$H. BASIS OF BEARING BASE: AND NOT FOR ANY OTHER PURPOSE. Survey is not valid without the signature 10— THIS SURVEY WAS PREPARED I07HOUT 7HE BENERT OF A BEARING BASE SHO\VN HEREON ARE and raised/digital seal of the Florida COMM17MENT5 FOR 777LE INSURANCE BASFDONNORTH LINE OFLOTA.BI<ICK 2. Registered Profeeelond Land Surveyor and AEINti S00"OaOn"E ASSUMED. M er boundary survey of the property shown hereon is in accordance with the description furnished by the client. No search of public records has been made by this office accuracy or omissions. Subject to opinion title and any dedications, limitations. restrictions or easements of record. No underground Improvements and/or utilities were t.d. xeby Certify. That the attached boundary survey of the property described blow is to the best of my knowledge and belief ccmnate as recently surveyed under my ctlon: also that there am no above around encroachments other than those shown" and that this survey meets the minimum technical standard. set by the Florida Arlenis Silvera From: Sent: To: Subject: Good Morning Arlenis, Remy QUILLIOT <remy@quilliot.com> Wednesday, October 7, 2020 9:14 AM Arlenis Silvera Re: 1080 NE 104 St Please find attached the new tag with the right address from Mr Frantz Toussaint. Let me know if you need anything else to complete the Certificate of Completion Checklist. Thank you, Remy ---------- Forwarded message --------- From: HRSDOH <HRSDOHkflhealth.gov> Date: Mon, Oct 5, 2020 at 12:50 PM Subject: FW: 1080 NE 104 St To: Toussaint, Frantz <Frantz.Toussaint t flhealth.gov> Cc: Kemble Ettrick <kemblenmreseptic.com> Hello Frantz, Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores FL 33138 fli @Va�,D Issue Date: 7/25/2019 INSPECTION REQUESTS: (305)762-4949 or log on at https://bldg.mSvfl.gov/energov—prod/selfservice Requests must be received by 3:30pm WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM SATURDAY 8:OOAM - 6:00PM. 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 . PLANSARE 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 OFANY MATERIAL REQUIRED TO ALLOW INSPECTION . Owner's Name: SHORES 104 LLC Job Address: 1080 NE 104TH ST Miami Shores, FL 33138 Contractor(s) Phone DAVID HESTER, INC. CBC (786)246-6429 Permit NO. RC-03-19-539 Type: Building (Residential) Worklass: Alteration Expires: 03/30/2020 POST ON SITE 1122320290200 Owner's Phone: (305)778-8787 Total Square Feet: 0 total Job Valuation: $ 69,000.00 Address 420 NE 115 ST, MIAMI, FL 33161 Description: KITCHEN CABINETS REPLACEMENT, REMODELING 2 BATHROOMS, NEW FLOORING, ELECTRIC UPDATE, PARTIAL NEW WINDOWS AND DOOR, EXTERIOR STAIRS I .A m 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. Page 1 of 1 INSPECTION RECORD 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 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 WINDOWSDOORS INSPECTION DATE INSP Attachment PUBLIC WORKS 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 Rou h Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With ELECTRICAL COMMENTS INSPECTION IDATE IINSP 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 INSPECTION DATE ' INSP Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum MECHANICAL COMMENTS OR Miami Shores Village —n rts Building Department it 10050 NE 2 Ave Miami Shores FL 33138 �Oitot` Issue Date: 7/25/2019 INSPECTION REQUESTS: (305)762-4949 or log on at hops://bidg.msvfl.gov/energov_prod/selfservice Requests must be received by 3:30pm WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:00PM SATURDAY 8:OOAM - 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 . Permit NO: RC-03-19-539 Type: Building (Residen sal) Worwass: Alteration Parmit .Ctah,c • Annrnvad Expires: 01/2112020 POST ON SITE 1122320290200 Owner's Name: SHORES 104 LLC Owner's Phone: (305)778-8787 Job Address: 1080 NE 104TH ST Total Square Feet: 0 Miami Shores, FL 33138 dotal Job Valuation: $ 69,000.00 Contractor(s) Phone Address CAIBAI CONSTRUCTION LLC Description: CHEN CABINETS REPLACEMENT, REMODELING 2 BATHROOMS, NEW FLOORING, ELECTRIC UPDATE, P R L NEW WINDOWS AND DOOR, EXTERIOR STAIRS n F)6 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. Page 1 of 1 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 INSPECTION RECORD INSPECTION DATE INSP Attachment M INSPECTION DATE INSP Excavation INSPECTION DATE INSP ' t j Temporary Pole 30 Day Temporary Pool Bonding ; Pool Deck 13ondi6g PoQI'i;Vet:,iY�clie DOCUMENTS Soil Bearing Cert SCil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS Footer I ;Tbtnd, Wall Rough Ceiling Rough Rough 3/2, Telephone Rough Telephone Final TV Rough TV Final Cable Rough. Cable Final Intercom Rough Intercom Final Aiarrn-Rott&t---- , Alarm Final Fire Alarm Rough Fire Alarm Final Service .Mork With Cl ELECTRICAL CbMikW INSPECTION DATE INSP Final Sprinkler Final Alarm I- ��PLUMBING- INSPECTION DATE INSP Rough Water Service 2nd Rough -Top=Gut Fire Sprinklers Septic TaW Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final MOM PLUMBING COMMENTS I,L— gV sO1 1 TMECHANICAL WSPECTION ++^^ D *TE- —INSP Underground Pip Rough r 'Ventilation Rough vA Hood Rough Pressure Test Final Hood - Final Ventilation Final Pool Heater Final Vacuum MECHANICAL C MMENTS { Irv- ` a C,NRNG� OF 4-dkI(4. Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address AAA]��l� Issue Date: 07/25/2019 Parcel Number 1080 NE 104TH ST, Miami Shores, FL 33138 1122320290200 Contacts Permit No.: RC-03-19-539 Permit Type: Building (Residential) Work Classification: Alteration Permit Status: Applied Expiration: 03/30/2020 SHORES 104 LLC Owner Business: 3057788787 REMY@QUILLIOT.COM DAVID HESTER, INC. CBC Contractor DAVID PAUL HESTER 420 NE 115 ST, MIAMI, FL 33161 Business: 7862466429 Description: KITCHEN CABINETSLREPLACEMENT, REMODELING 2 Valuation: $ 69,000.00 Inspection Requests: BATHROOMS, NEW FLOORING, PDATE, PARTIAL 305 762-4949 NEW WINDOWS AND DOOR, EXIRS Total Sq Feet: 0.00 Fees Amount Application Fee - Other $200.00 CCF $41.40 Certificte of Completion for Single Fam $50.00 and Duplex Change of Contractor $110.00 DBPR Fee $31.05 DCA Fee $20.70 Education Surcharge $13.80 Permit Fee $1,870.00 Scanning Fee $24.00 Structural Review ($90) $90.00 Technology Fee $51.75 Total: $2,502.70 Payments Date Paid Amt Paid Total Fees $2,502.70 Credit Card 11/18/2019 $110.00 Check # 015 03/12/2019 $200.00 Check # 032 07/25/2019 $2,192.70 Amount Due: $0.00 Building Department Copy 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. OWN AF-FdDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws r ulating constru 'odd zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date November 18, 2019 Page 2 of 2 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 07/25/2019 Location Address Parcel Number 1080 NE 104TH ST, Miami Shores, FL 33138 1122320290200 Contacts Permit NO.: RC-03-19-539 Permit Type: Building (Residential) Work Classification: Alteration Permit Status: Approved Expiration: 01/21/2020 SHORES 104 LLC Owner Business: 3057788787 REMY@QUILLIOT.COM CAIBAI CONSTRUCTION LLC Contractor JOSE LOSA Inspection Requests: Description: KITCHEN CABINETS REPLACEMENT, REMODELING 2 Valuation: $ 69,000.00 Inspec i 4949 BATHROOMS, NEW FLOORING, ELECTRIC UPDATE, PARTIAL NEW WINDOWS AND DOOR, EXTERIOR STAIRS Total 5q Feet: 0.00 Fees Amount Application Fee - Other $200.00 CCF $41.40 Certificte of Completion for Single Fam $50.00 and Duplex DBPR Fee $31.05 DCA Fee $20.70 Education Surcharge $13.80 Permit Fee $1,870.00 Scanning Fee $24.00 Structural Review ($90) $90.00 Technology Fee $51.75 Total: $2,392.70 Payments Date Paid Amt Paid Total Fees $2,392.70 Check # 015 03/12/2019 $200.00 Check # 032 07/25/2019 $2,192.70 Amount Due: $0.00 Building Department Copy 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 ccepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are quired for ELECTRICAL, PLOMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS FIDAVIT: I that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating c structio zoning. Futhermore, I authorize the above named contractor to do the work stated. re: Owner / Applicant / Contractor / Agent Date July 25, 2019 Page 2 of 2 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 1A( Issue Date: 07/25/2019 Parcel Number 1080 NE 104TH ST, Miami Shores, FL 33138 1122320290200 Contacts Permit No.: RC-03-19-539 Permit Type: Building (Residential) Work Classification: Alteration Permit Status: Applied Expiration: 03/30/2020 SHORES 104 LLC Owner Business: 3057788787 REMY@QUILLIOT.COM DAVID HESTER, INC. CBC Contractor DAVID PAUL HESTER 420 NE 115 ST, MIAMI, FL 33161 Business: 7862466429 Description: KITCHEN CABINETS REPLACEMENT, REMODELING 2 Valuation: $ 98,000.00 Inspection Requests: BATHROOMS, NEW FLOORING, ELECTRIC UPDATE, PARTIAL NEW WINDOWS AND DOOR, EXTERIOR STAIRS Total Sq Feet: 0.00 Fees Amount Application Fee - Other $200.00 CCF $41.40 Certificte of Completion for Single Fam $50.00 and Duplex Change of Contractor $110.00 DBPR Fee $31.05 DCA Fee $20.70 Education Surcharge $13.80 Permit Fee $1,870.00 Permit Fee $870.00 Scanning Fee $24.00 Structural Review ($90) $90.00 Technology Fee $51.75 Total: $3,372.70 Payments Date Paid Amt Paid Total Fees $3,372.70 Credit Card 11/18/2019 $110.00 Check # 015 03/12/2019 $200.00 Check # 032 07/25/2019 $2,192.70 Amount Due: $870.00 Building Department Copy 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 regoatim d zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date November 18, 2019 Page 2 of 2 REC%U�: IE'n Miami Shores Village g Nov os a Building Department BY: R 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 TT FBC 20 (� BUILDING Master Permit No. RC-03-19-539 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ■❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1080 NE 104th St City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-2232-029-0200 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): SHORES 104 LLC Phone#: 305-778-8787 Address: POBOX 613248 City: MIAMI State: FL Zip: 33261 Tenant/Lessee Name: N/A Email: REMY.QUILLIOT@GMAIL.COM CONTRACTOR: Company Name: DAVID HESTER INC Address: 420 NE 115th Street City: Miami State: FL Qualifier Name: David HESTER CBC1261342 hone#: one#: 786-246-6429 _Zip: 33161 e#: 786-246-6429 State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: SCOTT WEINKLE Phone#: 786-546-5046 Address: 400 KINGS POINT DR - STE 1507 City: SUNNY State: FL Zip: 33160 Value of Work for this Permit: $ 98'000 Square/Linear Footage of Work: Type of Work: ❑ Addition 0 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: BATHROOM & KITCHEN REMODELING - ELECTRICAL, PLUMBING, FLOOR UPGRADE PARTIAL WINDOWS REPLACEMENT - STUCCO WORK Specify color of color thru tile:, Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ CCF $_ Radon Fee $ DBPR $ Training/Education Fee $ CO/CC $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ t 16 6tZ:) Bonding Company's Name (if applicable) Bonding Company's Address N/A City N/A State I\I /A 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 ap oved and a i ection fee will be charged. Signature Signature AV ER or AGENT The�forrefXg instrument4vla_s acknowledged befotreee me this ` - day of � GhQ� 120 1 1 by SM �• Q�i'`\\`n who is personally known to me or who has produced \J ��Vpy� V<<as identification and who did take an oath. NOTARY PUBLIC: Sign:_`�� ,e�aEi V Print: Z6 up NA C, %�'�� °O¢'•. IGOR GONCALVES Seal: `aW 4., Notary Public - State of Florida Commission x GG 284408 My Comm. Expires D,ec 13, 2022 CONTRACTOR The foregoing instrument was acknowledged before me this 3 day of G Cf O bey 20 by 14 c0e , who is personally known to me or who has produced ( (*Vf k I Ce I, Ce as identification and who did take an oath. NOT Sign Print Seal: ********************* APPROVED BY Ak/, 6f Plans Examiner Zoning Structural Review Clerk Miami Shores Village 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. RC-03-19-539 Owner's Name (Fee Simple Title Holder): SHORES 104 LLC Owner's Address: POBOX 613248 City: MIAMI State: FL Phone #: 305-778-8787 Zip Code: 33261 Job Address (Of where work is being done): 1080 NE 104th Street City: Miami Shores State:_Florida Zip Code: 33138 Contractor's Company Name: CAIBAI CONSTRUCTION LLC Address: 10876 SW 24th Terrace Phone #: 786-229-2770 City: MIAMI State: FLORIDA Zip Code: 33165 Qualifier's Name: LOSA JOSE ANTONIO JR Lic. Number: CGC#058065 Architect/ Engineer of Record Name: Address: City: Describe Work: State: Phone #: Zip Code: hereby certify that the work has been abandoned and/or the contractor/architect is unable or u1=2 mplete the contract. I hol the Buildi Official and the ores harmless of all legal i , v _ Signature Signature - Owner r Agent Contracto or Ar ect T 11 ng in mer t was aknowledged before me The fore o instrum nt as akno ledged efore _ this 234ay of 204 ,by�s" �,- QuH 11i this fore of 2017b O LX)SG Jr. ►11111// Who is personally known to me or who has produced who Oersonally known to me r who 4iF��e¢, �/// rt e l �i cen zir— as indentification. h Notary P c: Notary P lic: j' •. Sign: Sign: ' �qnT�- : (n Ex ices . Seal: • p9i".. KEVIN LAIPCIGIER Seal: i �• ��; Notary Public - State of Florida N'iL NO GQ 27134 Commission # GG 364682 AV • °F. My Comm. Expires Aug 12, 2023 Z '�• ��• OF F%--C%% 11111111111 BUILDING PERMIT APPLICATION Miami Shores Village RECEIVED Building Department MAR 12 2619 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 (� Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2011 2 Master Permit No. YC - 0 �- I q Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: A0 Folio/Parcel#: M-�2 32-- 023 ` t)2 00 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):S�wks ho� ILL- Phone#: 3,nS 'R 8+ Addresls�:�1Tb��` = _� L. L� d City: 1v1 ANLi State: Tenant/Lessee `,Naame: Email: 0(f',I"IYI � Zip: one#: -�05 i 8, CONTRACTOR: Company Name: 0,H713A' o%&Arennu Lte- Phone#: -1d6 2 Address: �D �� , TEA (-� f City: �IA�1 State: I L Zip: � �> Qualifier Name: Zv-'q4 J&D-1 ff�+l/U�A��IIi p�1 Phone#: State Certification or Registration #: L"/'/-en o.5'e K Certificate of Competency #: DESIGNER: Architectt/Engineenr: S`l,Ji Uu ;1jk L Phone#: ��(S�L924 6 Address:�jl0 /Gi.V�S 'aXq_ Wu1 "Q L,4Z City: State: fL Zip:, Kb Value of Work for this Permit: $ Type of Work: Description of Work: Square/Linear.,Footage of,Work:1 w ❑ Repair/Replace Specify cotpr of color thru t..i_llen Submittal Fee $ Permit Fee $ C10 CCF $ CO/CC $ Scanning Fee $ '.2- 4" Q a Radon Fee $ 2r-j DBPR $ a ( G Notary $ 91 Technology Fee $ �) l Training/Education Fee $ Double Fee $$' � Structural Reviews $ _ Bond $ t��y�) • a TOTAL FEE NOW DUE $ 21 19 z io (Revised02/24/2014) 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. OWNER or AGENT The foregoing instrument was acknowledged before me this Z-� /4� day of JORUC1124 20 r by ►'tom"' Nl y 1L4bi, who is personally known to me or who has produced =LN l cod g as identification and NOTARY PUBLIC: ry Sign: Print: Notary Pubic state or florid& lut riela Corn isslon IYIy Car►xrA&sbn GG 030894 Expires OW27=0 Sig n at u re-AIMA0.iZOOS RACTOR The foregoing instrument was acknowledged before me this Z'4• day of 20 by 44C S—Jf�JS NI 10 40ho is personally known to me or who has produced �C�� as identification and who did take an oath. NOTARY PUBLIC: Print: Notary Pubic SLfe of Florida Seal: Seal: INMariela Mepas My Commission GG a Exon OW27 Y020 030694 APPROVED BY G Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 3/12/2019 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2232-029-0200 Property Address: 1080 NE 104 ST Miami Shores, FL 33138-2656 Owner SHORES 104 LLC Mailing Address PO BOX 613248 MIAMI, FL 33261 USA PA Primary Zone 1100 SG FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,473 Sq.Ft Living Area 1,848 Sq.Ft Adjusted Area 2,143 Sq.Ft Lot Size 8,250 Sq.Ft Year Built 1951 Assessment Information Year 2018 2017 2016 Land Value $288,964 $288,964 $288,964 Building Value $190,941 $190,941 $190,941 XF Value $5,081 $5,150 $5,217 Market Value $484,986 $485,055 $485,122 Assessed Value 1 $292,871 $286,848 $280,949 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $192,115 $198,207 $204,173 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description I EVENINGSIDE PB 44-53 LOT 6 BLK 2 LOT SIZE 75.000 X 110 OR 20677-0902 09 2002 1 COC 25022-2168 10 2006 1 Generated On : 3/12/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,0001 $50,000 Taxable Value $242,871 $236,8481 $230,949 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $267,871 $261,848 $255,949 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $242,871 $236,848 $230,949 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $242,871 $236,848 $230,949 Sales Information Previous Price Book- O P Qualification Description Sale Page 01/18/2019 $524,500 31307-3860 Financial inst or "in Lieu of Forclosure" stated 10/19/2018 $467,600 31192-2954 Federal, state or local government agency 10/01/2006 $556,000 25022-2168 Sales which are qualified 09/01/2002 $220,000 20677-0902 1 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disciaimer.asp Version: 3/12/2019 Detail by Entity Name -Matail by Entity Name Florida Limited Liability Company SHORES 104 LLC Filing Information Document Number L19000010919 FEI/EIN Number NONE Date Filed 01/09/2019 Effective Date 01/09/2019 State FL Status ACTIVE Principal Address 8551 W SUNRISE BLVD SUITE 200 PLANTATION, FL 33322 Mailing Address PO BOX 613248 NORTH MIAMI, FL 33261 Registered Agent Name & Address EVAUL, SCOTT 8551 W SUNRISE BLVD SUITE 200 PLANTATION, FL 33322 Authorized Person(s) Detail Name & Address Title MGR QUILLIOT, REMY POBOX 613248 MIAMI, FL 33261 Annual Reports No Annual Reports Filed Document Images 01/09/2019 -- Florida Limited Liability View image in PDF format dd ,;;,,.,.,. .. ut :. http://search.sunbiz.orglinqui ry/CorporationSearcWSearchResultDetail?i riquirytype=En*N ame&di rectionType= Initial&searchNameOrder=SH ORES104%20L .. 212 3/12/2019 Detail by Entity Name rt ;Or sea a��sir.�urt�,� ,e :rr,rixl�e rrLlue Department of State / Division of Corporations / Search Records / Detail By Document Number / http://search.sunbiz.org/Inquiry/CorporitionSearcWSearchResultDetail?i nqui rytype=EntityN ame&direcbonType=lnibal&searchN ameOrder=SH ORES104%20L .. 1/2 U.S.eDEPARTMENT OF HOMELAND SECURITY Order Online OMB No. 1660-0008 Federal Emergency Management Agency www.FEMAfloodcertificates.com National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: SHORES 104 LLC A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 1080 NE 104 ST City State ZIP Code Miami Shores FL 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LEGAL: EVENINGSIDE PB 44-53 LOT 6 BILK 2 LOT SIZE 75.000 X 110 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. ON 25° 51' 0.54 Long. °W 80° 10' 29.42 Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in d) Engineered flood openings? ❑ Yes ® No A9. For a building with an attached garage: a) Square footage of attached garage 525 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ® No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State Village of Miami Shores 120652 MIAMI DADE FL B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 12086CO306 L 09/11/2009 09/11/2009 AE 8' B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139: ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1080 NE 104 ST City State ZIP Code Company NAIC Number Miami Shores FL 33138 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* A)Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: B-26-RA Vertical Datum: 17.2' NGVD29 Indicate elevation datum used for the elevations in items a) through h) below. ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 12.4 ® feet ❑ meters b) Top of the next higher floor NIA ® feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A ® feet ❑ meters d) Attached garage (top of slab) 10.1 ® feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 10.4 ® feet ❑ meters (Describe type of equipment and location in Comments) 0 Lowest adjacent (finished) grade next to building (LAG) 9.8 ® feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 10.0 ® feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including NIA go feet ❑ meters structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number !", CARLOS HERNANDEZ # 5718 ` °'� mac, H E% '��,Pf' �CENSF O ' Title PSM No. 5718 f {r Company Name FLORIDA BUILDING & LAND SURVEYING CORP = _ W Q _ of Address Order Online 12555 BISCAYNE BLVD # 934 www.FEMAfloodcertificates.com ,-'c� ''� City State ZIP Code NORTH MIAMI FL 33181 "'' "7-4 Signature Date Telephone E 12/27/2018 1-877-894-8001 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) NOTE: ALL ELEVATIONS REFLECT HEREON ARE IN NGVD29 SYSTEM. MACHINERY SERVICING THE PROPERTY IS A CENTRAL A/C UNIT. CROWN: 9.1' FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1080 NE 104 ST City State ZIP Code Company NAIC Number Miami Shores FL 33138 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1080 NE 104 ST City State ZIP Code Company NAIC Number Miami Shores FL 33138 SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS ELEVATION CERTIFICATE See Instructions for Item A6. OMB No. 1660 0008 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1080 NE 104 ST City State ZIP Code Company 33138 NAIC Number Miami Shores FL If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and 'Rear View'; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Photo One Caption FRONT VIEW 12/27/2018 ff Photo Two Caption REAR VIEW 12/27/2018 FEMA Form 086-0-33 (7115) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page imrUKTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1080 NE 104 ST City State ZIP Code Miami Shores CompanyNAIC Number FL 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View- and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. r e c. 711 t S . Photo Three Caption SIDE VIEW 12/27/2018 pr fe f��tltl fPsb`�l 4+ Photo Four Caption SIDE VIEW 12/27/2018 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 5 a.� SCOTT WEINKLE ARCHITECT •••• •••... June 25 2019 '...,• • Re: Single Family Residence at 1080 NE 104th street, Miami Shores, FL •• •• .• RC-03-19-539 ...... ...... RESPONSE SHEET ' PLANNING 1) Existing driveway is shown on drawing T-1. No new Driveway detail required in this submission as driveway is existing 2) Correct pool setbacks show on drawing Tl. Matching pool permit plans. 3) No roofing work done under this permit. 4) We would like to discuss the new mechanical equipment as well as the pool equipment location during meeting with Mr Naranjo, Qualifier, Owner and Architect once theses latest revisions have been reviewed by Building Official. BUILDING 2) The required note has been provided on drawing T-1 (Building Dept. Notes) 2a) I have visited the property. These revised plans indicate some additional demolition and ceiling work and now represent the current and proposed condition as far as I can see. 2b) A copy of the microfilm has been provided that shows an existing, "toilet in the garage. 3) Signed and seated survey and elevation certificate are included in this package 4) To be provided during meeting with Mr Naranjo, Qualifier, Owner and Architect once theses latest revisions have been reviewed by Building Official. 5) Floor plan reflecting the approved and permitted existing condition of house has been provided on the previously approved demolition plan. 6) 1 am not sure which portions do not comply with Chapter 8. Can you please provide information? 8) We would like to discuss the new mechanical equipment as well as lie p1ol •• equipment location during meeting with Mr Naranjo, Qualifier, Owner and Atthitt!ct onee•+ theses latest revisions have been reviewed by Building Official. • . Y.... 9) All State boring tests results have been provided in this package. ' 8a) Attached is signed and sealed calculations for the wood joist systerh'vvlt-h 3/8" 0J. ...... • 9a) Standard USG Durock connection details have been added to drawinag S.I.0 :004 •••• • • .. . . 00 ...... 10a) All changes have been clouded. Void sheets attached. ' ' • 400 Kings Point Drive Unit 1507 Sunny Isles Beach, FL 33160786-546-5046 scottweinkte@gmail.com AR92690 ALL All State Engineering & Testing Consultants, Inc. TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES -CHEMISTS -DRILLING -ENVIRONMENTAL SERVICES April 18, 2019 Shores 104 LLC 1080 NE 104 Street Miami Shores, FL 33138 RE: Geotechnical Engineering Study For Single Family Addition 1080 NE 104 Street, Miami Shores, FL 33138 To Whom It May Concern, This letter presents the results of All State Engineering & Testing Consultants, Inc. (ASETC) Geotechnical Engineering Study for the above referenced project. The purpose of the geotechnical engineering study was to evaluate the site subsurface conditions and provide foundation recommendations for the project. Project Description Our understanding of the site is based on our observations during our subsurface investigation. Information you provided to us indicates the project consists of the construction of an Addition for a Single Family Residence. Test Method and Subsurface Investigation The borings were conducted in accordance with procedures outlined for Standard Penetration Test and split spoon sampling of soils by ASTM Method D-1586. Two (2) feet long, two (2) inches O.D. split spoon sampler was driven into the ground by successive blows with a 140 Ibs hammer dropping thirty (30) inches. The soil sampler was driven two (2) feet at a time (continuous method) then extracted for visual examination and classification of the soil samples. The number of blows required for one (1) foot penetration of the sample is designated as EEN" (known as the standard Penetration Resistance Value). The N Value provides an indication of the relative density of non - cohesive soils and the consistency of cohesive soils. A general evaluation of soils is made from the established correlation between EEN" and the relative density or consistency of soils. This dynamioN"6016ed of soil testing has been widely accepted by foundation engineers and architects to conNplatiLely e.ak.>:ate the bearing capacity of soils. • • •; • • • • The subsurface investigation consisted of performing two (2), 20-ft deep Standard Penetration Tgst• 4n borings (B-1 and B-2). The borings were performed on April 15, 2019. • • • • • • • • • • .. .. 09 •••••• bA Cz 0. ALL STATE EN4IHEERxL 12949 W Okeechobee Rd, Hialeah Gardens, FL 33018 / Phone: 305-888-3373 Fax: 305-888-7443 Based on the information obtained from the SPT borings Boring B-1 comprised of Top soil with sand and rock particles from 0'-0" to 2'-0" with an N value of 12. Dark gray sand from 2'-0" to 3'-0" with an N value of 13. Light gray sand from 3'-0" to 7'-0" with N values ranging from 8 to 13. Tan and dark tan sand with rock fragments from T-0" to 9'-0" with N values ranging from 11 to 22. Brown sand with rock particles from 9'-0" to 11'-6" with N values ranging from 22 to 44. Beige lime sand with lime rock fragments from 11'-6" to 20'-0" with N values ranging from 42 to 75. Borinq B-2 comprised of Top soil from 0'-0" to 1'-0" with an N value of 11. Dark gray sand with rock particles from 1'-0" to 2'-0" with an N value of 11. Dark tan sand from 2'-0" to 4'-0" with an N value of 17. Gray sand from 4'-0" to 6'-0" with an N value of 24. Tan lime sand with rock fragments from 6'-0" to 10'-0" with N values ranging from 19 to 25. Beige lime rock and lime sand from 10'-0" to 20'-0" with N values ranging from 31 to 78. Detailed subsurface information is provided in the attached SPT Soil Boring Reports. Groundwater Conditions The groundwater table was encountered between 6'-7" to 6'-8" below the existing ground surface during the performance of the borings. The groundwater elevation is expected to change with seasonal and tidal fluctuations, and during storm/hurricane events. The possibility of groundwater level fluctuations should be considered when developing the design and construction plans for the project. Foundation Evaluation and Recommendations Shallow Foundation — Excavation and Site Preparation Procedures The site preparation work is expected to include site clearing and grubbing, subgrade leveling and proofrolling, and the placement and compaction of fill and backfill material. The site clearing and grubbing should be performed in all the areas of proposed building construction and support of on -grade site features. Site clearing and grubbing should encompass removing all unsuitable materials such as topsoil, organics, trash, and any other deleterious materials down to clean granular material. Excavate entire building area plus 5'-0" outside the perimeter of construction or to the property boundary, which ever is closer. Remove all unsuitable subsurface material to the necessarya th We artt'�••te an � P 1G1�� ...... average excavation depth of approximately 1'-0" below the proposed footings. Ro•c'orApact tha.footing .' areas with hand held compaction equipment. Where vibratory compactors are not feajibfe due tv,existing ••••�• structures in the vicinity of the construction area, static compaction in 6 inch lifts shoLrMlapplied. ' :....: .... . .. Any fill and backfill materials above the groundwater table shall consist of so4ls.free ..... ••:••' from deleterious materials, and shall contain no more than 12 percent fines passing 68! standart Ao! 200 • • • •; • sieve and have no particle greater than 3 inches shall be placed in the top 12 inches;of FE;buildi: g pad. •:; • Any fill and backfill materials below the groundwater table shall consist of washed' A draicincravel : like FDOT No. 57 stone or equivalent to about 12 inches above the water, unless the dewatering prCCess is a ALL STATE 12949 W Okeechobee Rd, Hialeah Gardens, FL 33018 / Phone: 305-888-3373 Fax: 305-888-7443 ENGINEERING utilized. If the dewatering process is utilized, fill shall consist of inorganic granular soils, free from deleterious materials, and shall contain no more than 5 percent fines passing U.S. standard No. 200 sieve. All materials should be pre -approved by our firm. Any fill and backfill materials should be placed in lifts which do not exceed twelve (12) inches. The fill and backfill materials are to be compacted to field dry densities of not less than 95% of their Maximum Dry Density as determined by the Modified Proctor Compaction Test (ASTM D-1557). The footing and slab subgrades should be compacted to field dry densities of not less than 95% of their Maximum Dry Density as determined by the Modified Proctor Compaction Test (ASTM D-1557). Samples of the on -site and proposed fill material shall be collected and tested to determine the classification and compaction characteristics. Additionally, Field Density Tests shall be conducted on each compacted lift and in each footing pad. Based on the proposed construction, our evaluation of the site subsurface conditions, the Site Preparation Procedures given above having been achieved and verified, we confirm that spread footings and single column pads may be appropriately designed for a safe soil bearing capacity of 25001b/ft2. Limitations Regardless of the thoroughness of our geotechnical exploration there is always a possibility that conditions on the subject project may be different from those at the test locations. Therefore, should any subsoil conditions different from those reported in our boring logs be encountered during construction, All State Engineering and Testing Consultants, Inc. should be notified immediately. The conclusions provided by All State Engineering & Testing Consultants, Inc. are based solely on the information presented in this report. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to have been of service to you. Please feel free to contact us if there are any questions or comments pertaining to this report. 1t%JIJ 1 I IN//// • �.. �/: 'nlu (fir 41844 l ate Engihe j & : m m Ibants, Inch L ENO ATTACH Mtoirp 4!61—, BORING LOG . . .... ...... ...... .. . ...... .... . .. ..... ...... .... ..... .... .. . ...... . . . . ...... a ALL STATE fNLINEERING 12949 W Okeechobee Rd, Hialeah Gardens, FL 33018 / Phone: 305-888-3373 Fax: 305-888-7443 ATTACHMENT 1.0 - BORING LOG . . .... ...... ...... .. . ...... .... . .. ..... ...... .... ..... .... .. . ...... . . . . ...... ALL STATE. ENGINEERING All State Engineering & Testing Consultants, Inc. TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES-CHEMIST-DRILLING-ENIVIRONMENTAL SERVICES 12949 West Okeechobee Rd. Unit C-4. Hialeah Gardens, Florida 33018 / Phone: 305-888-3373, Fax: 305-888-7443 SPIT SOIL BORING REPORT CLIENT: Shores 104 LLC Page: 1 of 1 CLIENT ADDRESS: 1080 NE 104 Street, Miami Shores, FL 33138 Report #: 1 PROJECT: Pool and Staircase Addition Boring #: B-1 PROJECT ADDRESS: 1080 NE 104 Street, Miami Shores, FL 33138 Date: 4/15/19 BORING LOCATION: Stairway area Driller: TH DEPTH (FEET) DESCRIPTION OF MATERIALS Sample No. Hammer blows on sampler "N" Value 1 0'-0" to 2'-0" Top soil with sand and rock particles ....... 0'-2' 4..........4 ........>........... 8 6 12 2 3 2'-0" to 3'-0" Dark gray sand .................. 2'-4' .........8......... 5 5 13 4 T-0" to 7'-0" Light gray sand 5 .......................................... 4'-6' 4 4 8 6 7 ........5 6'-8' 5 ........:..................... 6 6 11 8 T-0" to 9'-0" Tan and dark tan sand with rock fragments 9 ........5 8'-10 .............. �........ 12 17 22 10 9'-01, to 11'-6" Brown sand with rock particles 11 ... 10'-12' ,...l..........,.........9........ 25 15 44 12 11'-6" to 20'-0" Beige lime sand with lime rock fragments 13 ......l 12'-14' � . �.......:....... ......... 22 26 42 14 15 ......8.......>.......3?.. 14'-16' ...... 30 30 62 16 16'-18' s 39 41 18 18'-20' 40...............38........ 29 30 67 2019 21 20'-22' 0 22 23 ......................................... 22'-24' 0 24 25 ........................................ 24'-26' 0 26 27 26'-28' 0 28 29 ...................:..................... 28'-30' p 30 End of Boring @ 20' WATER TABLE: 6'-7" below surface Respectfully Submitted: J • • Jo n scl _► �: V!the As a mutual protection to clients, the public and ourselves, all reports Me'SUbfnitte confidential propelly of Cents, and authorization for publicalion of statements, conclusions or extracts from or regarding our reports is re3brvedpenwritten approval.: 7� • • e • • • • • sra • ' • z STATE OF ,c •�� • ��' �ORIDP •'�, • • \,► . A�� STATE All State Engineering & Testing Consultants, Inc. ENGINEERING TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES -CH EMIST-DRILLING-ENIVIRONMENTAL SERVICES 12949 West Okeechobee Rd. Unit C-4. Hialeah Gardens, Florida 33018 / Phone: 305-888-3373, Fax: 305-888-7443 SPT SOIL BORING REPORT CLIENT: Shores 104 LLC Page: 2 of 2 CLIENT ADDRESS: 1080 NE 104 Street, Miami Shores, FL 33138 Report #: 1 PROJECT: Pool and Staircase Addition Boring M B-2 PROJECT ADDRESS: 1080 NE 104 Street, Miami Shores, FL 33138 Date: 4/15/19 BORING LOCATION: Pool Area Driller: TH DEPTH (FEET) DESCRIPTION OF MATERIALS Sample No. Hammer blows on sampler "N'• Value 1 0'-0" to 1'-0" Top soil ....... 0'-2' ........,..................... 24 7 6 11 2 1'-0" to 2'-0" Dark gray sand with rock particles 3 2'-0" to 4'-0" Dark tan sand ....................................... 2'4' 7 ? 10 7 6 17 4 5 4'-0" to 6'-0" Gray sand 4'-6' 6 7 ............................... 17 15 24 6 7 6'-0" to 10'-0" Tan lime sand with rock fragments ...................>..................... 6'-8' 16 15 10 •. 9 25 8 9 .......$........>.........9......... 8'-10' 10 11 19 10 11 10'-0" to 20'-0" Beige lime rock and lime sand 10'-12' 10 12 19 21 12 13 12'-14' 22 28 30 26 58 14 15 ...................>..................... 14'-16' 24 33 36 38 69 16 17 16'-18' 32 37 ................................. 41 40 78 18 19 ......................................... 18'-20' 44 39 36 30 75 20 21 20'-22' 0 22 23 ......................................... 22'-24' 0 24 25 ......................................... 24'-26' 0 26 27 26'-28' 0 28 29 ....................................... 28'-30' 0 30 End of Boring @ 20' WATER TABLE: 6'-8" below surface As a mutual protection to clients, the public and ourselves, all reports are subm statements, conclusions or extracts from or regarding our reports is reserved p Respectfully Submitted: ,��101111111NU/110, 1 , �A• BIfS� r'PE#41 44ft4&•Te•,a' a•C•i•lj` ultantj• ,N•nj•! •• •• •• roperty •• of clier4s, i "*so orization for publication of : writteS a ,, : A • • ORI D P **1111r')I A L EN111`�� BOUNDARY SURVEY t877)-894-B°°' I T,Oiill):1 R1111,i)1\G www.FloridaLandSurveying.eom PROUDLY SERVING FLORIDA COAST TO COAST 12555 BISCAYNE BOULEVARD / 934 NORTH MIAMI, FLORIDA 33181 SCALE 1' : 80' N.E. 104th STREET X TOTAL RIGHT OF WAY 20.4'ASPHALT PAVEMENT g ° 5' PARKWAY / Na C S90'0000 75.00' F.I.P 1/2' W C4P 0.64" O O Ov t3 •AJ O LOT-7 0 BLOCK 2 Z 5' CHAIN — LINK FENCE 0.68' FIR i/,' NO CAP N M G4RACE "a my Yaw z° 0, j0 n v, Ln Oq CONC DRIVEWAY ONE STORY RESIDENCE # 1080 F.F. ELEY 1241' N.E. 104t h SiREET S 7JJ a 44 3 2 1 LOCATION SKETCH Scale 1"= NT.S. F.I.P 1/. NO CAP FLP 1/2' is NO CAP 401.34' P.C. 5' WING WALL 14.75' 9.89' 00 O cq ,a,, O 01 v SCAPS a O ° oOo Q b LOT-5 S173PS BLOCK 2 *see . 0*00 e . .. a !ae• • .•..e. • .. • ...e e ea e • • e e • • e.e. . .. 00:909 . ... .... . •a a• • .ee.• . •..ea • ..ea.e • • • • 1. e..•. •. . • e• e .•ee 16.85' CONC OS' �acW LOT-6 b N BLOCK 2 ,52' 4' METAL FENCE BM USED: N90'00'00'W 75.00' ^ NO G4P BM# B-26-RA ELEV: 17.23' (MIAMI-DARE Co.) PLAT LIMITS o NOT SUBDIVIDED LEGAL DESCRIPTION: LOT 6, BLOCK 2, OF "EVENINGSIDE", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 44, AT PAGE 53, OF THE PUBLIC RECORDS OF MIAMI—DADE COUNTY, FLORIDA. INFO: Community. MIAMI—DADE Co. VILLAGE OF MIAMI SHORES 120652 Map & Panel #: 12086 C 0306 Suffix: L Flood Zone: AE Base FLood Elevation:8.0' CERTIFIED TO: SHORES 104 LLC This en Survey has beprepared for the exclusive use of the entities named heroin and the Certification does not extend to any unnamed party. i—OWNERSHIP IS SUBJECT TO OPINION OF 777LE 2—NO UNDERGROUND IMPROVEMENTS WERE LOCATED 3—ELEVA7701VS ARE REFERRED TO NA7701VAL GEODETIC VERTICAL DATUM OF 1929 (UNLESS ASSUMED). 4—THERE MAYBE ADD17701VAL RE'SIRIC7701VS NOT SHOWN iN THNS SURVEY THAT MAY BE FOUND IN THE COUNTY PUBLIC RECORDS 5—LEGAL DESCRIP770M PROVIDED BY CLIENT 6—UNLESS OTHERWISE N07ED RECORDED AND MEASURED 7—BEFORE ANY CONSTRUCTION THE SET BACKS MUST BE CHECKED B—ALL RELD MEASUREMENTS TAKEN FOR THIS SURVEY WERE MADE W►TH ELECTRONWC TRANSIT AND/OR STEEL TAPE W/ACCU. 1:7500 9—THIS SURVEY IS FOR USE AS PER REQUEST WPP rQ, WOOD POWER POLE LP C LIGHT POLE FH FIRE HYDRANT SEC. SECTION CPP CONC. POWER POLE S.V. SEWER VALVE GM GV A GAS METER GAS V. SAN. • SANITARY MANHOLE S •DRAINAGE MANHOLE I (ADDRESS: 1080 N.E. 104th STREET, MIANU SHORES, FL. 33138 LEGEND: P.O.C.= Point of Commencing R. = Record P.O.B.= Point of Beginnin��g M. Measured C.B.W.= Concrete Block Ylydl C. = Calculated PVMT- Pavement KC = Concrete Porch R/W.- Righ of Way F.I.P.= Found Iron Pipe -1 = Wood Fence I.R.F.= Iron Rod Found � = Chain Link Fence C = Centerline A/C= Air Conditioner P.L. - Property Line U.E.= Utility Easement P.O.L. = Point on Line B.O.B.= Basis of Bearing IP Iran Pipe R.O.H.= Roof Overhang Swk = Sidewalk P.C. - Point of Curvature Conc = Concrete C&G= Curb & Gutter CBS Concrete Block OHHL= Overhead Wire Line 0bl Structure LB= Licenses usiness >t`0 = Existing Elevation RES = Residence FH Fire Hydrant F.F.E.= Finish Floor Elev. W/R- Wood Roof B.C. = Block Comer WY =Parkway ENCR.= Encroachment u n /n-arrt a m a>o.nt.u4/R = Aluminum Rnnf Q� �,ICEMSF ra.s»e CARLOS HER:NAND / PR'.OFEBaIONA& aURV•'EYOR AND MAPPER LB 7619 1228.2016 ELECT FILE CODE a I080NE104STMLA1*fiSH. I AND NOT FOR ANY OTHER PURPOSE. BASIS OF BEARING BASE: I Survey is not valid without the signature 10— THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A HEARING BASE SHOWN HEREON ARE and raised/digital seal of the Florida COMA117MENTS FOR 717LE INSURANCE BASED ON NORTH LINE OF LOT 6,BLOCK 2, Registered Professional Land Surveyor and 11— DATE OF FlE10 MORK 12I/2012018 BSDIas9o`avoiraAssui.�. Mapper [The boundary survey of the property shown hereon is in accordance with the description furnished by the client. No search of public records has been made by this office accuracy or omissions. Subject to opinion title and any dedications, limitations, restrictions or easements of record. No underground improvements and/or utilities were atedereby CertifyThat the attached boundary survey of the property described below is to the best of my knowledge and belief accurate as recently surveyed under my ection; also that there are no above ground encroachments other than those shown, and that this survey meets the minimum technical standards set by the Florida TIM FLOOD DATA PROVIDED IS FOR INFORMATION PURPOSES ONLY, THE SURVEYOR MAR&S NO GUARANTEES AS TO THE ACCURACY OF TIM DWORMA71ON PROVIDED THE LOCAL F R M A. AGENCY PERMIT ADDRESS: 1080 NE 104TH ST PARCEL: 1122320290200 Miami Shores, FL 33138 APPLICATION DATE: 03/12/2019 SQUARE FEET: 0.00 DESCRIPTION: KITCHEN CABINETS REPLACEMENT, REMODELING EXPIRATION DATE: 09/08/2019 VALUATION: $69,000.00 BATHROOMS, NEW FLOORING, ELECTRIC UPDATE PARTIAL NEW WINDOWS AND DOOR, EXTERIOR STAIRS CONTACTS NAME COMPANY ADDRESS Contractor JOSE LOSA CAIBAI CONSTRUCTION LLC ,FL JOSE LOSA CAIBAI CONSTRUCTION LLC 10876 SW 24 TER MIAMI, FL 33165 Owner SHORES 104 LLC d REVIEW ITEM STATUS REVIEWER Building v.1 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: 1. Work commenced prior to obtaining permits as required under section 105.1 of the 2017 Florida Building Code Building. Please note that the certificate of occupancy for this property is here by suspended. No one is to use and or occupied the house until a certificate of completion is issue by the Building Official of Miami Shores Village. As a result, in order to eliminate the immediate hazard to life or property due to the unpermitted work and as authorize under section112.3 of the code in effect, the building official has order the electrical power to the house to be disconnected. 2. Provide a note under the description of work on the permit application to read. "Work and installation commenced prior to the issuance of a permit and without the approval of the Building Official". The qualifier should schedule a meeting with the building official prior to re -submitting the revise plans. Please contact Mrs. Silvera at silveraa@msvfl.gov or 305-795-2204 for an appointment. 2. Plans provided do not reflect the full scope of the work for the project. The architect of record should visit the project and provide a complete set of plan reflecting the full scope of work, including but not limited to demolition, plumbing, mechanical, electrical, building and structural. 107.2 3. Provide survey and elevation certificate sign and seal by Florida license surveyor. 4. Provide detail, itemize job cost estimate for the entire project. include cost of material, labor, overhead and profit. Also please provide the cost of all materials, and fixtures to be provided by the owner. 5. Provide floor plan reflecting the approved, and permitted existing conditions of the house. You may obtain microfilms from the Miami Shores Building Department. 6. Level 2 alterations should comply with all sections of chapter 8 of the 2017 FBC, Existing Building. 7. Health Department approval required for the new septic system and the new concrete decks. 8. Zoning approval required for the new concrete decks and side yard equipment. 9. Provide geotechnical investigation and recommendations or satisfactory data demonstrating that the engineer of record has personal knowledge that the soil conditions on site are adequate to support the design load for the new concrete decks. FBC, Building, Section 1803. 8. Provide satisfactory evidence that the existing wood structural floor system is able to support the loads of the new ceramic floor system. 9. Provide details and specifications for the new floor system. 10. Cloud in all changes, mark with delta and date. do not remove void sheets from set mark as office copy. Provide response sheet. Building v.2 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: 6-14-2019 Pending the following comments. ** = Additional comments based on new information provided. 2. Provide a note under the description of work on the permit application to read. "Work and installation commenced prior to the issuance of a permit and without the approval of the Building Official'. The qualifier should schedule a meeting with the building official prior to re -submitting the revise plans. Please contact Mrs. Silvera at silveraa@msvfl.gov or 305-795-2204 for an appointment. 2. Plans provided do not reflect the full scope of the work for the project. The architect of record should visit the project and provide a complete set of plan reflecting the full scope of work, including but not limited to demolition, plumbing, mechanical, electrical, building and structural. 107.2- ** Provide copy of microfilm reflecting the existing conditions of the bathroom in the garage. 3. Provide survey and elevation certificate sign and seal by Florida license surveyor. ** Un able to find in permit package. 4. Provide detail, itemize job cost estimate for the entire project. include cost of material, labor, overhead and profit. Also please provide the cost of all materials, and fixtures to be provided by the owner. ** Cost estimate provided is incomplete. Also must be sign by contractor and owner. Provide contracts from all sub -contractors. 5. Provide floor plan reflecting the approved, and permitted existing conditions of the house. You may obtain microfilms from the Miami Shores Building Department. 6. Level 2 alterations should comply with all sections of chapter 8 of the 2017 FBC, Existing Building. 8. Zoning approval required for the new concrete decks and side yard equipment. 9. Provide geotechnical investigation and recommendations or satisfactory data demonstrating that the engineer of record has personal July 16, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 2 knowledge that the soil conditions on site are adequate to support the design load for the new concrete decks. FBC, Building, Section 1803. **Provide copies of the boring test performed by All State Engineering on April 15, 2019 8. Provide satisfactory evidence that the existing wood structural floor system is able to support the loads of the new ceramic floor system. 9. Provide details and specifications for the new floor system. **Provide connection details for the 1/2" du -rock to wood wood and to concrete connections. see details on sheet S-1.0. 10. Cloud in all changes, mark with delta and date. do not remove void sheets from set mark as office copy. Provide response sheet. Building v.3 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: Pending the following comment and meeting with qualifier. 2. Provide a note under the description of work on the permit application to read. 'Work and installation commenced prior to the issuance of a permit and without the approval of the Building Official". The qualifier should schedule a meeting with the building official prior to re -submitting the revise plans. Please contact Mrs. Silvera at silveraa@msvfl.gov or 305-795-2204 for an appointment. Electrical v.1 Requires Re -submit CARLOS SOSAemail: EL@MSVFL.GOV Comments: 3/13/19 1 Note 34 Shall be connected to the "bathroom or Kitchen" light circuit 2 Please shown on plans AFCI where required NEC 210.12 3- The WPR receptacle outside the house have to be GFCl/ protected 4- Make sure all the closet lights complied with NEC 410.16 5- The Cto 32 GFCI shall be ready accessible. 6- Additional Kitchen Counter receptacles or re -spacing outlets required Electrical v.2 Approved Mechanical v.1 Approved Planning v.2 Requires Re -submit Review conducted by the planning and zoning department NEC 210.52 CARLOS SOSA email: EL@MSVFL.GOV Jan Pierre Perez email: null8 Travis Kendall email: kendallt@msvfl.gov Comments: driveway and pool must be shown on plans. The pool does not meet required setbacks and there is no detail for the driveway. Please provide detail showing the type of roofing material which shall be used. New mechanical equipment must be a minimum of 10 feet from the property line. Planning v.3 Approved Travis Kendall email: kendallt@msvfl.gov Review conducted by the planning and zoning department Plumbing v.1 Requires Re -submit Maykel Massanet email: pl@msvfl.gov Comments: FBCR P2903.1 Size of water service pipe. The water service pipe shall be sized to supply water to the structure in the quantities and at the pressures required in this code. sanitary line for W/M - wrong direction Plumbing v.2 Approved Maykel Massanet email: pl@msvfl.gov Structural v.1 Approved Orlando Blanco email: nuII16 �._..... ... . ......... xv......,..em............ .--- July 16, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 2 of 2 PERMIT ADDRESS: 1080 NE 104TH ST PARCEL: 1122320290200 Miami Shores, FL 33138 APPLICATION DATE: 03/12/2019 SQUARE FEET: 0.00 DESCRIPTION: KITCHEN CABINETS REPLACEMENT, REMODELING EXPIRATION DATE: 09/08/2019 VALUATION: $69,000.00 BATHROOMS, NEW FLOORING, ELECTRIC UPDATE PARTIAL NEW WINDOWS AND DOOR, EXTERIOR STAIRS CONTACTS NAME COMPANY ADDRESS Contractor JOSE LOSA CAIBAI CONSTRUCTION LLC ,FL JOSE LOSA CAIBAI CONSTRUCTION LLC 10876 SW 24 TER MIAMI, FL 33165 Owner SHORES 104 LLC r. REVIEW ITEM STATUS REVIEWER Building v.1 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: 1. Work commenced prior to obtaining permits as required under section 105.1 of the 2017 Florida Building Code Building. Please note that the certificate of occupancy for this property is here by suspended. No one is to use and or occupied the house until a certificate of completion is issue by the Building Official of Miami Shores Village. As a result, in order to eliminate the immediate hazard to life or property due to the unpermitted work and as authorize under section112.3 of the code in effect, the building official has order the electrical power to the house to be disconnected. 2. Provide a note under the description of work on the permit application to read. "Work and installation commenced prior to the issuance of a permit and without the approval of the Building Official'. The qualifier should schedule a meeting with the building official prior to re -submitting the revise plans. Please contact Mrs. Silvera at silveraa@msvfl.gov or 305-795-2204 for an appointment. 2. Plans provided do not reflect the full scope of the work for the project. The architect of record should visit the project and provide a complete set of plan reflecting the full scope of work, including but not limited to demolition, plumbing, mechanical, electrical, building and structural. 107.2 3. Provide survey and elevation certificate sign and seal by Florida license surveyor. 4. Provide detail, itemize job cost estimate for the entire project. include cost of material, labor, overhead and profit. Also please provide the cost of all materials, and fixtures to be provided by the owner. 5. Provide floor plan reflecting the approved, and permitted existing conditions of the house. You may obtain microfilms from the Miami Shores Building Department. 6. Level 2 alterations should comply with all sections of chapter 8 of the 2017 FBC, Existing Building. 7. Health Department approval required for the new septic system and the new concrete decks. 8. Zoning approval required for the new concrete decks and side yard equipment. 9. Provide geotechnical investigation and recommendations or satisfactory data demonstrating that the engineer of record has personal knowledge that the soil conditions on site are adequate to support the design load for the new concrete decks. FBC, Building, Section 1803. 8. Provide satisfactory evidence that the existing wood structural floor system is able to support the loads of the new ceramic floor system. 9. Provide details and specifications for the new floor system. 10. Cloud in all changes, mark with delta and date. do not remove void sheets from set mark as office copy. Provide response sheet. Building v.2 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: 6-14-2019 Pending the following comments. ** = Additional comments based on new information provided. 2. Provide a note under the description of work on the permit application to read. "Work and installation commenced prior to the issuance of a permit and without the approval of the Building Official'. The qualifier should schedule a meeting with the building official prior to re -submitting the revise plans. Please contact Mrs. Silvera at silveraa@msvfl.gov or 305-795-2204 for an appointment. 2. Plans provided do not reflect the full scope of the work for the project. The architect of record should visit the project and provide a complete set of plan reflecting the full scope of work, including but not limited to demolition, plumbing, mechanical, electrical, building and structural. 107.2- ** Provide copy of microfilm reflecting the existing conditions of the bathroom in the garage. 3. Provide surrey and elevation certificate sign and seal by Florida license surveyor. ** Un able to find in permit package. 4. Provide detail, itemize job cost estimate for the entire project. include cost of material, labor, overhead and profit. Also please provide the cost of all materials, and fixtures to be provided by the owner. ** Cost estimate provided is incomplete. Also must be sign by contractor and owner. Provide contracts from all sub -contractors. 5. Provide floor plan reflecting the approved, and permitted existing conditions of the house. You may obtain microfilms from the Miami Shores Building Department. 6. Level 2 alterations should comply with all sections of chapter 8 of the 2017 FBC, Existing Building. 8. Zoning approval required for the new concrete decks and side yard equipment. 9. Provide geotechnical investigation and recommendations or satisfactory data demonstrating that the engineer of record has personal July 16, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 2 knowledge that the soil conditions on site are adequate to support the design load for the new concrete decks. FBC, Building, Section 1803. ""Provide copies of the boring test performed by All State Engineering on April 15, 2019 8. Provide satisfactory evidence that the existing wood structural floor system is able to support the loads of the new ceramic floor system. 9. Provide details and specifications for the new floor system. "Provide connection details for the 1/2" du -rock to wood wood and to concrete connections. see details on sheet S-1.0. 10. Cloud in all changes, mark with delta and date. do not remove void sheets from set mark as office copy. Provide response sheet. Building v.3 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: Pending the following comment and meeting with qualifier. 2. Provide a note under the description of work on the permit application to read. "Work and installation commenced prior to the issuance of a permit and without the approval of the Building Official". The qualifier should schedule a meeting with the building official prior to re -submitting the revise plans. Please contact Mrs. Silvera at silveraa@msvfl.gov or 305-795-2204 for an appointment. Electrical v.1 Requires Re -submit CARLOS SOSAemail: EL@MSVFL.GOV Comments: 3/13/19 1 Note 34 Shall be connected to the "bathroom or Kitchen" light circuit 2 Please shown on plans AFCI where required NEC 210.12 3- The WPR receptacle outside the house have to be GFCl/ protected 4- Make sure all the closet lights complied with NEC 410.16 5- The Cto 32 GFCI shall be ready accessible. 6- Additional Kitchen Counter receptacles or re -spacing outlets required. NEC 210.52 Electrical v.2 Approved CARLOS SOSAemail: EL@MSVFL.GOV Mechanical v.1 Approved Jan Pierre Perez email: nu118 Planning v.2 Requires Re -submit Travis Kendall email: kendallt@msvfl.gov Review conducted by the planning and zoning department Comments: driveway and pool must be shown on plans. The pool does not meet required setbacks and there is no detail for the driveway. Please provide detail showing the type of roofing material which shall be used. New mechanical equipment must be a minimum of 10 feet from the property line. Planning v.3 Approved Travis Kendall email: kendallt@msvfl.gov Review conducted by the planning and zoning department Plumbing v.1 Requires Re -submit Maykel Massanet email: pl@msvfl.gov Comments: FBCR P2903.1 Size of water service pipe. The water service pipe shall be sized to supply water to the structure in the quantities and at the pressures required in this code. sanitary line for W/M - wrong direction Plumbing v.2 Approved Maykel Massanet email: pl@msvfl.gov Structural v.1 Approved Orlando Blanco email: null16 July 16, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 2 of 2 PERMIT ADDRESS: 1080 NE 104TH ST PARCEL: 1122320290200 Miami Shores, FL 33138 APPLICATION DATE: 03/12/2019 SQUARE FEET: 0.00 DESCRIPTION: KITCHEN CABINETS REPLACEMENT, REMODELING EXPIRATION DATE: 09/08/2019 VALUATION: $69,000.00 BATHROOMS, NEW FLOORING, ELECTRIC UPDATE PARTIAL NEW WINDOWS AND DOOR, EXTERIOR STAIRS CONTACTS NAME COMPANY ADDRESS Contractor JOSE LOSA CAIBAI CONSTRUCTION LLC , FL JOSE LOSA CAIBAI CONSTRUCTION LLC 10876 SW 24 TER MIAMI, FL 33165 Owner SHORES 104 LLC REVIEW ITEM STATUS REVIEWER Building v.1 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: 1. Work commenced prior to obtaining permits as required under section 105.1 of the 2017 Florida Building Code Building. Please note that the certificate of occupancy for this property is here by suspended. No one is to use and or occupied the house until a certificate of completion is issue by the Building Official of Miami Shores Village. As a result, in order to eliminate the immediate hazard to life or property due to the unpermitted work and as authorize under section112.3 of the code in effect, the building official has order the electrical power to the house to be disconnected. 2. Provide a note under the description of work on the permit application to read. "Work and installation commenced prior to the issuance of a permit and without the approval of the Building Official'. The qualifier should schedule a meeting with the building official prior to re -submitting the revise plans. Please contact Mrs. Silvera at silveraa@msvfl.gov or 305-795-2204 for an appointment. 2. Plans provided do not reflect the full scope of the work for the project. The architect of record should visit the project and provide a complete set of plan reflecting the full scope of work, including but not limited to demolition, plumbing, mechanical, electrical, building and structural. 107.2 3. Provide survey and elevation certificate sign and seal by Florida license surveyor. 4. Provide detail, itemize job cost estimate for the entire project. include cost of material, labor, overhead and profit. Also please provide the cost of all materials, and fixtures to be provided by the owner. 5. Provide floor plan reflecting the approved, and permitted existing conditions of the house. You may obtain microfilms from the Miami Shores Building Department. 6. Level 2 alterations should comply with all sections of chapter 8 of the 2017 FBC, Existing Building. 7. Health Department approval required for the new septic system and the new concrete decks. 8. Zoning approval required for the new concrete decks and side yard equipment. 9. Provide geotechnical investigation and recommendations or satisfactory data demonstrating that the engineer of recor knowledge that the soil conditions on site are adequate to support the design load for the new concrete decks. FBC uil ion 3. 8. Provide satisfactory evidence that the existing wood structural floor system is able to support the loads of the r syste 9. Provide details and specifications for the new floor system.dMIA 10. Cloud in all changes, mark with delta and date. do not remove void sheets from set mark as office co ,Prow esp a eet. Building v.2 Requires Re -submit Ismael Naranjo email: naranj msvfl. Review item used to allow building to comment during a plan review Comments: 6-14-2019 Pending the following comments. ** = Additional comments based on new information provided. 2. Provide a note under the description of work on the permit application to read. "Work and installation commenced prior to the issuance of a permit and without the approval of the Building Official'. The qualifier should schedule a meeting with the building official prior to re -submitting the revise plans. Please contact Mrs. Silvera at silveraa@msvfl.gov or 305-795-2204 for an appointment. 2. Plans provided do not reflect the full scope of the work for the project. The architect of record should visit the project and provide a complete set of plan reflecting the full scope of work, including but not limited to demolition, plumbing, mechanical, electrical, building and structural. 107.2- ** Provide copy of microfilm reflecting the existing conditions of the bathroom in the garage. 3. Provide survey and elevation certificate sign and seal by Florida license surveyor. ** Un able to find in permit package. 4. Provide detail, itemize job cost estimate for the entire project. include cost of material, labor, overhead and profit. Also please provide the cost of all materials, and fixtures to be provided by the owner. ** Cost estimate provided is incomplete. Also must be sign by contractor and owner. Provide contracts from all sub -contractors. 5. Provide floor plan reflecting the approved, and permitted existing conditions of the house. You may obtain microfilms from the Miami Shores Building Department. 6. Level 2 alterations should comply with all sections of chapter 8 of the 2017 FBC, Existing Building. 8. Zoning approval required for the new concrete decks and side yard equipment. 9. Provide geotechnical investigation and recommendations or satisfactory data demonstrating that the engineer of record has personal June 17, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 2 knowledge that the soil conditions on site are adequate to support the design load for the new concrete decks. FBC, Building, Section 1803. **Provide copies of the boring test performed by All State Engineering on April 15, 2019 8. Provide satisfactory evidence that the existing wood structural floor system is able to support the loads of the new ceramic floor system. 9. Provide details and specifications for the new floor system. **Provide connection details for the 1/2" du -rock to wood wood and to concrete connections. see details on sheet S-1.0. 10. Cloud in all changes, mark with delta and date. do not remove void sheets from set mark as office copy. Provide response sheet. Electrical v.1 Requires Re -submit CARLOS SOSA email: EL@MSVFL.GOV Comments: 3/13/19 1 Note 34 Shall be connected to the "bathroom or Kitchen" light circuit 2 Please shown on plans AFCI where required NEC 210.12 3- The WPR receptacle outside the house have to be GFCl/ protected 4- Make sure all the closet lights complied with NEC 410.16 5- The Cto 32 GFCI shall be ready accessible. 6- Additional Kitchen Counter receptacles or re -spacing outlets required. NEC 210.52 Electrical v.2 Approved CARLOS SOSA email: EL@MSVFL.GOV Mechanical v.1 Approved Jan Pierre Perez email: nu118 Planning v.2 Requires Re -submit Travis Kendall email: kendallt@msvfl.gov Review conducted by the planning and zoning department Comments: driveway and pool must be shown on plans. The pool does not meet required setbacks and there is no detail for the driveway. Please provide detail showing the type of roofing material which shall be used. New mechanical equipment must be a minimum of 10 feet from the property line. Plumbing v.1 Requires Re -submit Maykel Massanet email: pl@msvfl.gov Comments: FBCR P2903.1 Size of water service pipe. The water service pipe shall be sized to supply water to the structure in the quantities and at the pressures required in this code. sanitary line for W/M - wrong direction Plumbing v.2 Approved Maykel Massanet email: pl@msvfl.gov Structural v.1 Approved Orlando Blanco email: null16 June 17, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 2 of 2 PERMIT ADDRESS: 1080 NE 104TH ST PARCEL: 1122320290200 Miami Shores, FL 33138 APPLICATION DATE: 03/12/2019 SQUARE FEET: 0.00 DESCRIPTION: KITCHEN CABINETS REPLACEMENT, REMODELING EXPIRATION DATE: 09/08/2019 VALUATION: $69,000.00 BATHROOMS, NEW FLOORING, ELECTRIC UPDATE PARTIAL NEW WINDOWS AND DOOR, EXTERIOR STAIRS CONTACTS NAME COMPANY ADDRESS Contractor JOSE LOSA CAIBAI CONSTRUCTION LLC , FL JOSE LOSA CAIBAI CONSTRUCTION LLC 10876 SW 24 TER MIAMI, FL 33165 Owner SHORES 104 LLC REVIEW ITEM STATUS REVIEWER Building v.1 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: 1. Work commenced prior to obtaining permits as required under section 105.1 of the 2017 Florida Building Code Building. Please note that the certificate of occupancy for this property is here by suspended. No one is to use and or occupied the house until a certificate of completion is issue by the Building Official of Miami Shores Village. As a result, in order to eliminate the immediate hazard to life or property due to the unpermitted work and as authorize under section112.3 of the code in effect, the building official has order the electrical power to the house to be disconnected. 2. Provide a note under the description of work on the permit application to read. "Work and installation commenced prior to the issuance of a permit and without the approval of the Building Official". The qualifier should schedule a meeting with the building official prior to re -submitting the revise plans. Please contact Mrs. Silvera at silveraa@msvfl.gov or 305-795-2204 for an appointment. 2. Plans provided do not reflect the full scope of the work for the project. The architect of record should visit the project and provide a complete set of plan reflecting the full scope of work, including but not limited to demolition, plumbing, mechanical, electrical, building and structural. 107.2 3. Provide survey and elevation certificate sign and seal by Florida license surveyor. 4. Provide detail, itemize job cost estimate for the entire project. include cost of material, labor, overhead and profit. Also please provide the cost of all materials, and fixtures to be provided by the owner. 5. Provide floor plan reflecting the approved, and permitted existing conditions of the house. You may obtain microfilms from the Miami Shores Building Department. 6. Level 2 alterations should comply with all sections of chapter 8 of the 2017 FBC, Existing Building. 7. Health Department approval required for the new septic system and the new concrete decks. 8. Zoning approval required for the new concrete decks and side yard equipment. 9. Provide geotechnical investigation and recommendations or satisfactory data demonstrating that the engineer of record has personal knowledge that the soil conditions on site are adequate to support the design load for the new concrete decks. FBC, Building, Section 1803. 8. Provide satisfactory evidence that the existing wood structural floor system is able to support the loads of the new ceramic floor system. 9. Provide details and specifications for the new floor system. 10. Cloud in all changes, mark with delta and date. do not remove void sheets from set mark as office copy. Provide response sheet. Building v.2 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: 6-14-2019 Pending the following comments. ** = Additional comments based on new information provided. 2. Provide a note under the description of work on the permit application to read. "Work and installation commenced prior to the issuance of a permit and without the approval of the Building Official'. The qualifier should schedule a meeting with the building official prior to re -submitting the revise plans. Please contact Mrs. Silvera at silveraa@msvfl.gov or 305-795-2204 for an appointment. 2. Plans provided do not reflect the full scope of the work for the project. The architect of record should visit the project and provide a complete set of plan reflecting the full scope of work, including but not limited to demolition, plumbing, mechanical, electrical, building and structural. 107.2- ** Provide copy of microfilm reflecting the existing conditions of the bathroom in the garage. 3. Provide survey and elevation certificate sign and seal by Florida license surveyor. ** Un able to find in permit package. 4. Provide detail, itemize job cost estimate for the entire project. include cost of material, labor, overhead and profit. Also please provide the cost of all materials, and fixtures to be provided by the owner. ** Cost estimate provided is incomplete. Also must be sign by contractor and owner. Provide contracts from all sub -contractors. 5. Provide floor plan reflecting the approved, and permitted existing conditions of the house. You may obtain microfilms from the Miami Shores Building Department. 6. Level 2 alterations should comply with all sections of chapter 8 of the 2017 FBC, Existing Building. 8. Zoning approval required for the new concrete decks and side yard equipment. 9. Provide geotechnical investigation and recommendations or satisfactory data demonstrating that the engineer of record has personal June 17, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 2 knowledge that the soil conditions on site are adequate to support the design load for the new concrete decks. FBC, Building, Section 1803. ""Provide copies of the boring test performed by All State Engineering on April 15, 2019 8. Provide satisfactory evidence that the existing wood structural floor system is able to support the loads of the new ceramic floor system. 9. Provide details and sp6cifications for the new floor system. *"Provide connection details for the 1/2" du -rock to wood wood and to concrete connections. see details on sheet S-1.0. 10. Cloud in all changes, mark with delta and date. do not remove void sheets from set mark as office copy. Provide response sheet. Electrical v.1 Requires Re -submit CARLOS SOSA email: EL@MSVFL.GOV Comments: 3/13/19 1 Note 34 Shall be connected to the "bathroom or Kitchen" light circuit 2 Please shown on plans AFCI where required NEC 210.12 3- The WPR receptacle outside the house have to be GFCl/ protected 4- Make sure all the closet lights complied with NEC 410.16 5- The Cto 32 GFCI shall be ready accessible. 6- Additional Kitchen Counter receptacles or re -spacing outlets required Electrical v.2 Approved Mechanical v.1 Approved NEC 210.52 CARLOS SOSA email: EL@MSVFL.GOV Jan Pierre Perez email: null8 Planning v.2 Requires Re -submit Travis Kendall email: kendallt@msvfl.gov Review conducted by the planning and zoning department Comments: driveway and pool must be shown on plans. The pool does not meet required setbacks and there is no detail for the driveway. Please provide detail showing the type of roofing material which shall be used. New mechanical equipment must be a minimum of 10 feet from the property line. Plumbing v.1 Requires Re -submit Maykel Massanet email: pl@msvfl.gov Comments: FBCR P2903.1 Size of water service pipe. The water service pipe shall be sized to supply water to the structure in the quantities and at the pressures required in this code. sanitary line for W/M - wrong direction Plumbing v.2 Approved Maykel Massanet email: pl@msvfl.gov Structural v.1 Approved Orlando Blanco email: null16 June 17, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 2 of 2 F�ORtVP' PERMIT ADDRESS: 1080 NE 104TH ST PARCEL: 1122320290200 Miami Shores, FL 33138 APPLICATION DATE: 03/12/2019 SQUARE FEET: 0.00 DESCRIPTION: KITCHEN CABINETS REPLACEMENT, REMODELING EXPIRATION DATE: 09/08/2019 VALUATION: $69,000.00 BATHROOMS, NEW FLOORING, ELECTRIC UPDATE PARTIAL NEW WINDOWS AND DOOR, EXTERIOR STAIRS CONTACTS NAME COMPANY ADDRESS Contractor JOSE LOSA CAIBAI CONSTRUCTION LLC , FL JOSE LOSA CAIBAI CONSTRUCTION LLC 10876 SW 24 TER MIAMI, FL 33165 Owner SHORES 104 LLC REVIEW ITEM STATUS REVIEWER Building v.1 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: 1. Work commenced prior to obtaining permits as required under section 105.1 of the 2017 Florida Building Code Building. Please note that the certificate of occupancy for this property is here by suspended. No one is to use and or occupied the house until a certificate of completion is issue by the Building Official of Miami Shores Village. As a result, in order to eliminate the immediate hazard to life or property due to the unpermitted work and as authorize under section112.3 of the code in effect, the building official has order the electrical power to the house to be disconnected. 2. Provide a note under the description of work on the permit application to read. "Work and installation commenced prior to the issuance of a permit and without the approval of the Building Official". The qualifier should schedule a meeting with the building official prior to re -submitting the revise plans. Please contact Mrs. Silvera at silveraa@msvfl.gov or 305-795-2204 for an appointment. 2. Plans provided do not reflect the full scope of the work for the project. The architect of record should visit the project and provide a complete set of plan reflecting the full scope of work, including but not limited to demolition, plumbing, mechanical, electrical, building and structural. 107.2 3. Provide survey and elevation certificate sign and seal by Florida license surveyor. 4. Provide detail, itemize job cost estimate for the entire project. include cost of material, labor, overhead and profit. Also please provide the cost of all materials, and fixtures to be provided by the owner. 5. Provide floor plan reflecting the approved, and permitted existing conditions of the house. You may obtain microfilms from the Miami Shores Building Department. 6. Level 2 alterations should comply with all sections of chapter 8 of the 2017 FBC, Existing Building. 7. Health Department approval required for the new septic system and the new concrete decks. 8. Zoning approval required for the new concrete decks and side yard equipment. 9. Provide geotechnical investigation and recommendations or satisfactory data demonstrating that the engineer of record has personal knowledge that the soil conditions on site are adequate to support the design load for the new concrete decks. FBC, Building, Section 1803. 8. Provide satisfactory evidence that the existing wood structural floor system is able to support the loads of the new ceramic floor system. 9. Provide details and specifications for the new floor system. 10. Cloud in all changes, mark with delta and date. do not remove void sheets from set mark as office copy. Provide response sheet. Electrical v.1 Requires Re -submit CARLOS SOSA email: EL@MSVFL.GOV Comments: 3/13/19 1 Note 34 Shall be connected to the "bathroom or Kitchen" light circuit 2 Please shown on plans AFCI where required NEC 210.12 3- The WPR receptacle outside the house have to be GFCl/ protected 4- Make sure all the closet lights complied with NEC 410.16 5- The Cto 32 GFCI shall be ready accessible. 6- Additional Kitchen Counter receptacles or re -spacing outlets required. NEC 210.52 Mechanical v.1 Plumbing v.1 Approved Jan Pierre Perez email: nul18 Requires Re -submit Maykel Massanet email: pl@msvfl.gov Comments: FBCR P2903.1 Size of water service pipe. The water service pipe shall be sized to supply water to the structure in the quantities and at the pressures required in this code. sanitary line for W/M - wrong direction March 22, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 2 Structural v.1 Approved Orlando Blanco email: null16 March 22, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 2 of 2 SCOTT WEINKLE ARCHITECT May 20, 2019 Re: Single Family Residence at 1080 NE 104th street, Miami Shores, FL RC-03-19-539 RESPONSE SHEET BUILDING 1) N/A •••• . . 2) Internal Miami Shores note .. •••• 2a) I have visited the property. These plans represent the current and preptMnd •• • conditions. 3) Signed and sealed survey and elevation certificate are included in this•pfiEkage •••..• 4) Job cost estimate provided •• •• .. .. 5) Drawings D-1.0 and A-1 .0 show the previous conditions and proposeddasign. Attached, is a drawing from Microfilm showing an existing bath in t& garage. ;•••;• 6) Drawing T-1 .0 notes the project as Level 2 Alteration per Chapter 8hD ?018.• •• 7) The Health Department has reviewed and approved the plans. ••�••• 8) Awaiting Zoning approvals. Should meet Zoning codes as steps are less than 30" h. 9) Geo-technical report has been provided with recommendation for new conc. steps. 8a) Attached is signed and sealed calculations for the wood joist system with 3/8" tile. 9a) Floor system plan and details provided on drawing S-1.0 10) All changes have been clouded. Void sheets attached. ELECTRICAL 1) See drawing E-2.0 note 34 correction 2) See drawing E-1 .0 for required AFCI information. 3) Waterproof receptacles on the exterior are now GFCI protected 4) See drawing E-1.0 top right for closet light compliance note. 5) 32 GFCI is now accessible in garage. 6) See drawing E-1 .0 for revised kitchen receptacle spacing. PLUMBING See drawing P-1.0 for increased size of service. Sanitary line direction is corrected 400 Kings Point Drive Unit 1 507 Sunny Isles Beach, FL 33160786-546-5046 AR92690 scottweinkle@gmail.com 6960V •••••• COST WO R KS H E ET SERVICES V Services Electrical Services $8,900.00 Plumbing Services $6,200.00 A/C Services $5,500.00 Partitions - Ceiling Services $7,500.00 Flooring Services • • • • •J5,500.00 . . .... ...... Exterior Masonry Services ,••;•�3,900.00•• ...... .. . ..... . Painting Services ...... • $2,000,.QQ... V Materials .... .... . ..... ...... . . ..... Windows Materials••.�••' 19,20d.ttf•. • Tile Supply Materials• •• �...43,000.btf . Kitchen Cabinets . . . Materials ...... •.:::$7,00Q.00 Kitchen Appliances Materials $4,500.00 Bathroom Vanities Materials $4,200.00 Lighting Materials $1,500.00 Miscellaneous materials Materials $11,000.00 V Total Total $79,900.00 ,, r STATE OF FLORIDA ~ 'r DEPARTMENT OF HEALTH ONSITE SEEPAGE TREATMENT AND DISPOSAL SYSTEM PERMIT #..13-SC-1922883 APPLICATION # : AP 1397054 DATE PAID: FEE PAID: RECEIPT 4: DOCUMENT n: PR1202121 CONSTRUCTION PERMIT FOR: OSTDS Repair E APPLICANT: (Deutsche Bank /Shrove 104 LLc) erU�iA DrDS OOtN YY HrALTYI O PP PROPERTY ADDRESS: 1080 NE 104 St Miami,FL 33138 LOT: 6 BLOCK: 2 SUBDIVISION: EyeninQside PROPERTY ID #: 11-2232-029-0200 [SECTION, TOWNSHIP, RANGE, PARCEL NUMERI • • [OR TAX ID NUMBER] • • •••• •••••• • SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND • 3TWARDS OF •SECTION•••• 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSW 0 MES NOT • GUARANTtjr•••� SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANWP*•t13 MATWILW . FACT, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APffttANT TO •MSIFY TfIL:••• PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING• NUI`L' PC VOID!' s ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANL%o VtTH OTM-1k *PEDERAL! " :' STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. • " " • • • SYSTEM DESIGN AND SPECIFICATIONS p�0N • R. IL ' T [ 900 I GALLONS / GPD New Seotic Tank CAPACITY IiJ1V16pYi fist {i A ( 0 1 GALLONS / GPD CAPACITY ( 9 us • • • , rt?t.P it I i1�cs cvn+c'cr 3r rfs5 n : j Fs requ e.a N [ 0 ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY S' r� a rFS f P iI 8x r a: Lhe t n. of 3; i G t( ILixB« FOi 1 r vai e F` OP inspectw 9 K [ ] GALLONS DOSING TANK CAPACITY [ ] GALLONS @ [ w14�>>R "# +!'P r ; S!%S'IMS^:d caa*(FBuasfia te5u is t]s t�O Gri s r evaluaery) 6v;.*lied. A minspeCirn fee wT:I be nsse: D L 300 l SQUARE FEET New Drainfield Bed Con[ SYSTEM "01 at the ' '%F;'c W 4i' � ' !-8r' jnCf `. R [ 0 ] SQUARE FEET SYSTEM A TYPE SYSTEM: [X] STANDARD [ ] FILLED [] MOUND ( ] I CONFIGURATION: [ ] TRENCH [X] BED [ ] N F LOCATION OF BENCHMARK: FFE12.4 I ELEVATION OF PROPOSED SYSTEM SITE [ 31.20][ INCHES FT ][ ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 81.20I[ INCHE9 FT ][ ABOVE BELOW BENCHMARK/REFERENCE POINT L D 0 T H E R 'ILL REQUIRED: ( U.UUI INCHES EXCAVATION REQUIRED: [ 04UUI INCHES 1.- Install a 900 gal. septic tank with an approved filter 2.- The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with s. 64E-6.013(3)(f) FAC, 3.- Install 300 sf. of drainfield in ... BED... configuration. 4.- Install 12 " of slightly limited soil at the bottom of the drainfield. 5.- Invert elevation and Bottom of drainfield to be no less than 6.13 ' & 5.63 ' NGVD respectively THIS PERMIT IS NOT FOR ANY ADDITIONS. SPECIFICATIONS BY: CONTRACTOR TITLE: APPROVED BY: �..«aCt TITLE: Environmental Specialist II Egick Parera DATE ISSUED: 02/08/2019 EXPIRATION DATE: DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC v 1.1.4 AP1397054 SE1151873 Dade CHD 05/09/2019 Page 1 of 3 Required drainfield area based on rule 64E-6.015(6)(c)2. I a new drainfield to achieve Drainfield size requirement. DOCUMENT N: PR1202121 . . .... ...... ...... .. . ...... .... .... . . .... .... ..... ...... . . ..... .. .. .. .. ...... . . . . ...... . . ...... NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency Clerk's facsimile number is 850-413-8743. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right town administrative hearing, and this order shall become a'final order'. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings ate .. governed by the Florida Rules of Appellate Procedure. Such proceedings.may be comrrlended by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a ...... second copy, accompanied by the filing fees required by law, with the Court of Appeal KL#W appropriate District Court. The notice must be filed within 30 days of rendition of the tlria ,Aer. .... ...... .. .. ...... STATE OF FLORIDA DEPARTMENT OF HEALTH APPLICATION FOR CONSTRUCTION PERMIT Permit Application Number ---------------------------PART II-SITEPLAN--------------------------- Scale: Each block re reset ME No Ell � �� o Ear► ��: �-�- : rA MEN Notes: 0&'J P(7 1 U�p 57 - "LTX r, Site Plan submitted :} { Plan ApprovedNot Approved Date %- -7 By ---Ql County Health Department ALL CHANGES MUST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.U01, FAC Page 2 of 4 (Stock Number. 5744-002-4015-6) . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . .• . .. . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . .G. ... .. • . ' DIVISION OF � o , «, En"ronmentat Health I loc ida licalth r 0s] DYM (111 I)f*N islot)rl 4,171 Vddresq / 00 C untmctits- I+ignatrire ALL STATE All State Engineering & Testing Consultants, Inc. ENGINEERING TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES -CHEMISTS -DRILLING -ENVIRONMENTAL SERVICES May 7, 2019 Shores 104 LLC 1080 NE 104 Street Miami Shores, FL 33138 Re: Soil Statement Letter 1080 NE 104 Street Miami Shores, FL 33138 . . .... ...... Dear Sir: • ...... .. . All State Engineering and Testing Consultants, Inc. had performed boring test on April 15, 2019 on:ha above • ...... • referenced property. ."". ."". ' .... •..• ..... Based on the recommendations in our eotechnical report, the building site should be excavate o • safficientd to 9 p 9 d 1 j. ..eptfi • • ...... clear all organics and deleterious material. If the soil is compacted to a minimum of 95% of the wjaXW proctor irl lifts no . • greater than 12 inches, in the stairway construction area, no pilings are necessary. We certify dat tfie $ubjectsoil would ....:. hold 2500 PSF for the proposed stairway addition. • . . . . ...... We appreciate the opportunity to have been of service to your company. Please feel free to contact us if therzi any questions or comments pertaining to this report. Siri rel yours, �`>�_ ' Jo her P6 W1-844. A' ate�Er@neering And �1 ' Consultant$fiial& . • Ott mm 2380 West 78th Street / Hialeah, Florida. 33016 / Phone: 305-888-3373 Fax: 305-888-7443 GD KLIEGER. INC 1909 Harrison St. #204 Hollywood, FL P: (954) 923-2111 GERSHON KLIEGER, PE #36109 Wood Beam File = C:1Users\GID000ME-11ENERCALC Data Files\GDIc-Gales 2017 ec6 Software copynMt ENE RCALC. INC 19a2019,Build:10.191.27 0.00 DESCRIPTION: 1080 NE 104th ST. - MIAMI SHORES, FL -CHECK CAPACITY OF EX. 2x10'S AT 16" OC (L=15.5') FLOOR JOISTS CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set'. ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb + Load Combination ASCE 7-10 Fb - Fc - PHI Wood Species ou er1�e Fc - Perp Wood Grade No.1 Dense: 2" - 4" Thick: 10" Wide Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Applied Loads 1450 psi E : Modulus of Elasticity 1450 psi Ebend- xx 1800 ksi 1750 psi Eminbend - xx 660ksi 660 psi 175 psi 775psi Density 34.33pcf good •04 •sea .. .0:a0 • .. •• . •• .. . . .. ....: Service loads entered. Load Factors will be applied for calculations Beam self weight calculated and added to loads SUPERIMPOSED DL = 22 PSF (SUFFICIENT FOR NEW TILES) Uniform Load I D = 0.0220 L = 0.040 ksf Tributary Width = 1.330 ft, (DL+LL) DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.997.1 Maximum Shear Stress Ratio = 0.372 : 1 Section used for this span 2x10 Section used for this span 2x10 fb : Actual = 1,444.96psi tv : Actual = 65.04 psi FB : Allowable = 1,450.00psi Fv : Allowable = 175.00 psi Load Combination +D+L Load Combination +D+L Location of maximum on span = 7.750ft Location of maximum on span = 14.765 ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Vertical Reactions Load Combination Overall MAXimum Overall MINimum D Only +D+L +D+0.750L +0.60D L Only 0.390 in Ratio = 476> 360 0.000 in Ratio = 0 <360 0.629 in Ratio = 295>=180 0.000 in Ratio = 0 <180 Support 1 0.665 0.412 0.252 0.665 0.562 0.151 0412 Support notation . Far left is #1 Values in KIPS Support 2 0.665 0A 12 0.252 0 665 0 562 0 151 0412 SNO N Kt lf4 f## C, E Nscc'0�,�•9 * : No 36109 D ; it O:. STATE OF .: W G L► Contact Us 500 Division St 1 718 697 7502 -V gllite.com i Perth Amboy NJ 08861 F 718 697 7503 LEDbulb N GOO DLITE Round QED Recessed Gimbal 2.7S Inch Luminaire Y • • **Be •••• • • •••• •!•• ••••Y ._.. •••••abe Y • ••••• • ! J • • • 4 •: + • 300 tilting, 150a:rotatioIC •�� ••••••CRI • AIR -TIGHT l•� :•�.�. •• . • Features Dimmable RATED ► New construction or Remodel ► 1.3/4 Ceiling Space Required ► Saving Energy Up to 80% ► 90+ CRI models provide superior color ► Excellent Thermo Control ► Low Lumen Depreciation ► No Flickering/ Noise -Free Design ► High Efficient Driver Inside ► Environmentally Friendly (No Mercury/ No LeadCn ► 50,000 Hours Rated Average Life ► Highly Uniform Light Beams ► CUL & DLC Listed- Compliance to North Americ ► 5 Year Warranty ► Fast & FasyTo Install save on Labour► Select models UL rated for damp locations A v G-19845 R3/8W/GR/LED/30k 3000K 650 40 8 65W >90 YES Dimmer list BRAND FAMILY MDDEL CTCL-153PDH SKYLARK CTCL-153P LUTRON CONTOUR CT6WP DNA DVCL.153P LEVITON DECORA 6674 PA3S8 _cv�w� o IY.RMONY Mdl53PTCf:CyiS F1� us rlg ting �,STEo facts c LED Product Partner, � � 1W 2.3/4 (7cm) 7 S 7 03 3/8"(080mm) d Designed For New or Remodel Applications Topaz LED Slim Recessed Downlights feature a low profile design that facilitates mounting in confined ceiling areas or soffits. This easy to install slim fixture does not require a separate housing, and the recess fixture mounts directly into the ceiling. Simply wire and mount the J-box, connect the low voltage cable to the fixture then secure the fixture into the ceiling with the attached spring clips. Airtight & rated for IC and damp locations. Dimmable with leading edge incandescent style or LED dimmers. Available in 4" and 6" square or round models. 4 5 DAMP ! C YEAR ENERGYSTAR LED ioc<non wnanaNrr FEATURES • Low profile design • Easy to install, saving labor and extra housing costs • Spring clips hold fixture firmly to ceiling • Rated for Airtight, IC and damp locations • Back Lit LED technology • Remote J-box with low voltage cable provides flexibility in mounting • Dimmable with leading edge incandescent style or LED dimmers' APPLICATIONS AND MOUNTING • Low profile design facilitates mounting in confined ceiling areas or soffits • New construction or remodel applications • Does not require a separate housing, recess mount directly into ceiling. Simply wire and mount J-box, connect low voltage cable to fixture then secure into ceiling with spring clips. GENERAL SPECIFICATIONS Volts:120VAC 60HZ Average Rated Life: 50.000 (1-70) THD: <15% Power Factor: >.9 Amps: 4" 9W: 0.09, 6" 12W: 0.12 6" 14W: 0.13 4-3/4' 121mm Beam Angle:120' CRI: 90 Housing- Steel housing box with Class II dimmable LED driver Connection: 12" low voltage connection cable between box and fixture Ambient temp: -4°F to 104T 306mm 16/16" 1-11/32' 24mm �mm 6" 175mm • wpm 0 0 000000 4 • • • • 0 • • •• • • •• 108mm 12' 306mm 15/16L 0 1-11/32 24mm �mm 3-7/18" mm SPECIFICATIONS / ORDER INFO a� L RDL/43RND/9/WH/D-50 77229 751338019218 4" 3000K 9 550 1/18 50,000 RDL/44RND/9/WH/D-50 77230 751338019225 4" 4000K 9 550 1/18 50,000 RDL/63RND/12/WH/D-50 77233 751338019232 6" 3000K 12 850 1/18 50,000 RDL/64RND/12/WH/D-50 77234 751338019249 6" 4000K 12 850 1/18 50,000 RDL/63RND/14/WH/D-50 77210 751338023505 6" 3000K 14 950 1/18 50,000 RDL/64RND/14/WH/D-50 77212 751338023529 6" 4000K 14 950 1/18 50,000 NOMENCLATURE Example: RDL/43RND/9/WH/D RDL = Recessed Down[ight / 43RND = 4" 3000K Round / 9 = 9W / WH = White Finish / D = Dimmable v R A NEEF I " ACCESORIES Low Voltage Extension Cable • 6',10' and 20' lengths • Available for remote driver installation Frame -in Kit • New construction ceiling mounting plate for RDL series downlights • Steel frame L - —_ m 4�0 - 4:0*7 9 3/8"(238mm) E �--- i E E E CO co i�:E000_ N L_j 04 1 /8"(104.7mm) 26"(661 mm) RDL4-FRAME KIT 77223 751338023086 RDL6-FRAME KIT 77225 751338023093 RDL-LV CABLE-617T 77243 751338023376 RDL-LV CABLE-10FT 77241 751338023352 RDL-LV CABLE-20FT 77242 751338023369 COMPATIBLE DIMMERS Lutron DVCL-153P 11 CTCL-153P 11 DVELV-300P 24 SELV-300P 24 NTELV-300 24 NTELV-600 48 MAELV-600 ti • MRF2-6ND-120 • • • 12 DV600 . • • Leviton VPE04 • 12 6615 22 VPE06 • • • 45 • • • • VRE06 • 000 • 45 • • 6672 • • • 4 • • • • 6674 • • • • • 4 • • IPE04 • • 1: • • • • • 6631 • • • 10 6633-P 1Q • • Cooper SAL06P-W-K 10 MEE 8"(203mm) �- E E E N 7— OL:j u7 L M e0 �1/32"(0.8mm) 06 1 /4"(159mm) 26"(661 mm) Frame -In Kit 4" 48-PK Frame -In Kit 6" 48-PK Extension Cable 6' (2 Meters - 6' 6") 50-PK Extension Cable 10' (3 Meters - 9' 10") 50-PK Extension Cable 20' (6 Meters -19' 8") 50-PK Dimming - This unit is designed to be compatible with most leading edge, incandescent or LED dimmers. Up to date information with additional dimmers: www.topaz-Lisa.com This device complies with Part 15 of the FCC Rules. Operation is subject to the fdlowing two condtions: 0) this device may not cause harmful interference, and (2) this device must accept any interference received, including interference that may cause undesi red operation. Fixture may not be compatible with all dmm ers. Visit www.topaz-usa.com for up-to-date dimmer compatibility information. Specifications subject to change without notice. FORM R405-2017 f RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: 19 This checklist '] A Form R405 report that documents that the Proposed Design complies with Section • • • • •""• R405.3 of the Florida EnergyCode. This form shall include a summary ry page indicating home address, a -ratio and the pass or fail status along with summary • ..... areas and types of components, whether the home was simulated as a worst -case.. . . ;. . .. . ...... orientation, name and version of the compliance software tool, name of individual • • • • • • • • • completing the compliance report (one page) and an input summary checklist that cart • • be used for field verification (usually four pageslmay be greater). : ": .' • • • • • .. .. •• •• •••••• �7 Energy Performance Level (EPL) Display Card (one page) ....:. �1 HVAC system sizing and selection based on ACCA Manual S or per exceptions pro%&Ied rn Sect��on,1 03.7 • 0000 �] Mandatory Requirements (five pages) Required prior to CO for the Performance Method: �] Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report (usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 5/24/2019 10:14:30 AM EnergyGauge@ USA 6,0.02 - FlaRes2017 FSC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 1080 NE HOUSE Builder Name: Street: 1080 NE 104 STREET Permit Office: City, State, Zip: MIAMI SHORES, FL, 33138 Permit Number: Owner: Jurisdiction: Design Location: FL, Miami County: Miami -Dade (Florida Climate Zone 1 ) 1. New construction or existing Existing (Projecte 9. Wall Types (1869.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1563.50 ft2 b. Concrete Block - Int Insul, Adjacent R=4.1 306.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1838.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1838.00 ft2 6. Conditioned floor area above grade (ft2) 1838 b. N/A R= 0 • • • • 0 ft2 Conditioned floor area below grade (ft2) 0 c. N/A 0 R= • • • • ft2 • • • • • • • 11. Ducts .• : .•••R ft2 • 7. Windows (372.9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Mains • • ' � •' 6 400.... a. U-Factor: Sgl, U=1.05 372.94 ft2 • SHGC: SHGC=0.40 b. U-Factor: N/A ft2 12. Cooling systems"". • • • • •' kBtu/tti"'f='ftciency • SHGC: a. Central Unit • • • • 47.0 'SLE'R:17.00 "; ". c. U-Factor: N/A ft2 • • • • • SHGC: 13. Heating systems kBtu/hr Efficiency • d. U-Factor: N/A ft2 a. Electric Strip Heat • • • 32.7 COP:1.00 • SHGC: • • :.••:. •..•. Area Weighted Average Overhang Depth: 2.000 ft. ; .'. :. • •. Area Weighted Average SHGC: 0.400 14. Hot water systems • • • • • • • • a. Electric Tankless 0ep00gallons 8. Floor Types (1838.0 sqft.) Insulation Area EF: 0.990 a. Slab -On -Grade Edge Insulation R=0.0 1838.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 81.58 Glass/Floor Area: 0.203 PASS Total Baseline Loads: 82.62 1 hereby certify that the plans and specifications covered by Review of the plans and s THE S1,4 this calculation are in compliance with the Florida Energy specifications covered by this � p� Code. calculation indicates compliance with the Florida Energy Code. 6. Wru, .V .• ,, O PREPARED BY: Before construction is completed LU DATE: 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. C'Op WV 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 R403.3.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 5.00 ACH50 (R402.4.1.2). 5/24/2019 10:14 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: 1080 NE HOUSE Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1838 Lot # Owner Name: Total Stories: 1 Block/Subdivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1080 NE 104 STREET 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 Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 51 90 70 75 149.5 56 Low BLOCKS • Number Name Area Volume • • • : • • • • • • • • • 1 Blockl 1838 15623 • • • • • • • • • • • • • SPACES ...... • . . ..... Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Fi ished ooled Hea ti 1 Main 1838 15623 Yes 4 3 1 • •Y;s .YA, Mel•' FLOORS • • . • • • • • • • • • *_!__0 # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 218 ft 0 1838 ft2 ---- 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Barrel tile 1894 ft2 0 ft2 Medium 0.85 No 0.9 No 0 14 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 143 1838 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Batt 1838 ft2 0.11 Wood 5/24/2019 10:14 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 W Exterior Concrete Block - Int Insul Main 4.0999 33 8 6 280.5 ft2 0 0.1 0 2 S Exterior Concrete Block - Int Insul Main 4.0999 55 8 6 467.5 ft2 0 0.1 0 3 E Exterior Concrete Block - Int Insul Main 4.0999 63 8 6 535.5 ft2 0 0.1 0 4 N Exterior Concrete Block - Int Insul Main 4.0999 35 8 280.0 ft2 0 0.1 0 5 N Garage Concrete Block - Int Insul Main 4.0999 36 8 6 306.0 ft2 0 0.1 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated Main None .46 3 6 8 20 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang • •••••• ••••• # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth SLJpp6AoJ Int % Screenire 1 W 1 Metal Single (Clear) Yes 1.05 0.4 N 20.0 ft2 2 ft 0 in 1."Oo • Nw* : None • 2 W 1 Metal Single (Clear) Yes 1.05 0.4 N 10.0 ft2 2 ft 0 in • 1Vfif o 0 None' ffppQ. • • 3 S 2 Metal Single (Clear) Yes 1.05 0.4 N 53.3 ft2 2 ft 0 in 1ft 4 in• • None• • Non% •••• •••• •• •• 4 S 2 Metal Single (Clear) Yes 1.05 0.4 N 127.6 ft2 2 ft 0 in 1 J6,6* y. • Ngpe . NppO • • 5 E 3 Metal Single (Clear) Yes 1.05 0.4 N 59.2 ft2 2 ft 0 in • • 1 ft•4 in• • • Ndt*• • • NOr@ • 6 E 3 Metal Single (Clear) Yes 1.05 0.4 N 21.0 ft2 2 ft 0 in 1Vfip'; None* None • • 7 E 3 Metal Single (Clear) Yes 1.05 0.4 N 9.0 ft2 2 ft 0 in 1: 4 in • j~ • • Npne 8 E 3 Metal Single (Clear) Yes 1.05 0.4 N 10.5 ft2 2 ft 0 in 1 %&in : None* • None • • 9 N 4 Metal Single (Clear) Yes 1.05 0.4 N 39.0 ft2 2 ft 0 in 1 ft 4 in N" None 10 N 4 Metal Single (Clear) Yes 1.05 0.4 N 23.3 ft2 2 ft 0 in 1 ft 4 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 790 ft2 790 ft2 70 ft 8.5 ft 4.1 INFILTRATION # Scope Method SLA CFM 50 ELA EgL4 ACH ACH 50 1 Wholehouse Proposed ACH(50) .00027 1301.9 71.47 134.42 .1883 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat/ None COPA 32.7 kBtu/hr 1 sys#1 5/24/2019 10:14 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 17 47 kBtu/hr 1410 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Exterior 0.99 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS ---- Supply ---- ---- Return ---- Air CFM 25 25 • • HVAV•#. V # Location R-Value Area Location Area Leakage Type Handler •CFM • TOT OLO QN • • • • • Heat CopP •.RLF 1 Attic 6 400 ft2 Attic 400 ft2 Default Leakage Main (Default) •([7e R) • •HID *oleo TEMPERATURES Programable Thermostat: Y Ceiling Fans:Coolin Jan Feb Jan Feb H �� Mar Mar 0 A r A r � 1 Ma X Jun X Jul Ma Jun 4 Jul � Au Au ri X Se • • Oct 4 Se Oct • • l NHeatin pVenting Jan Feb Mar Apr May Jun I Jul Aug l Sep ;Oct X NThermostat Schedule: HERS 2006 Reference HoursSchedule Type 1 2 3 4 5 6 7 8 6. : 10 • . Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 0 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 MASS Mass Type Area Thickness Furniture Fraction Space Default 8 Ibs/s .ft. 0 ft2 Oft 0.3 Main Name: Signature: Rating Compant: Date: 5/24/2019 10:14 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 4 of 4 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. Existing (Projected) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0 c) AHU location Attic/Attic 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 47.0 a) Split system SEER 17.0 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP.. 6. Conditioned floor area (sq. ft.) 6. 1838 d) Room unit/PTAC : .'. EER0 WTI— e) Other 7. Windows, type and area "•; • • ' • ' a) U-factor:(weighted average) 7a. 1.050 • • • • • • • b) Solar Heat Gain Coefficient (SHGC) 7b. 0.400 14. Heating system: • • •Capacity •. ' S2 7 c) Area 7c. 372.9 a) Split system heat pump • • HSPF • •"• b) Single package hea4 pomp:HSPF, 8. Skylights c) Electric resistance • • • • COP • • 4.9 a) U-factor:(weighted average) 8a. NA d) Gas furnace, naturaigaso••AFUE • b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG : :AFUE• • f) Other . . :'r o 9. Floor type, insulation level: ' • •' : • . • a) Slab -on -grade (R-value) 9a. 0.0 ' •:. • • b) Wood, raised (R-value) 9b. 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.99 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. e) Dedicated heat pump with tank EF 2. Masonry (Insulation R-value) 10A2. 4.1 f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 1061. 2. Masonry (Insulation R-value) 10132. 4.1 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 1 la. 30.0 b) Cross ventilation No b) Single assembly 11b. c) Whole house fan No c) Knee walls/skylight walls 11 c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, 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: Date: Address of New Home: 1080 NE 104 STREET City/FL Zip: MIAMI SHORES, FL 33138 5/24/2019 10:14:55 AM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 1080 NE 104 STREET Permit Number: MIAMI SHORES, FL, 33138 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL (� R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display u 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 Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresoid residential buildings. The EPL display card contains information indicating the energy performance level and efficiencles 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 code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the resuirements of Sections R402.4.1 through R402.4.5. • • • • Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be peRnItte'Z to was* • comply with Section C402.5. • • • • •••••• •• •04*000 •••••• • •••••• R402.4.1 Building thermal enveldom building thermal envelope shall comply with Sections R402.4.1.1 and "' • . ' ' The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • • • • • • + • • • • • • • • • • • In R402.4.1.1 Installation,The components of the building thermal envelope as tilted in Table R402.4.1.1 shall btu 1'nsraRed in accordance with • • � •: • the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of oonst=t1Cti�m- there requirh 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 notowaeEding sev, n gR • • • • • changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSi/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f , (g) or (i) or 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. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent 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 weatherstripping or other Infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdreft and flue dampers shall be closed, but not sealed beyond 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 closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. l�1 R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using !_! tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using fight -fitting doors on masonry fireplaces, the doors shall be listed and labeled In accordance with UL 907. R402.4.3 Fenestration air ieakagdNindows, skylights and sliding glass doors shall have an air infiltration rate 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), when tested according to NFRC 400 or AAMA/ WDMAJCSA 101/I.8.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 5/24/2019 10:15 AM EnergyGaugeO USA - FSC 6th Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) 10 R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed In a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential, R402A.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage betwe" conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakagelate not more than • 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recesse4l luminaires shall 6e " sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. • • • 0000 R403.1 Controls. SECTION R403 SYSTEMS 000000 • �• � • � • • • � • � • R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate %"Ing and coaling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric-resistancg tiMeall have dbnto4t that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the he2timg load. • • • • R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air coatanment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordaance witraithi 0403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. • • • • • Duct tightness shall be verified by testing in accordance with ANSI/RESNET/iCC 380 by either individuals as defined In Sectibq §%3 993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (1), Florida Statutes, to be "substantially leak free" in \ accordance with Section R403.3.3. tl I R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandator. Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough4n test Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, Including the mane, air handier enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postoonstruction test Total leakage shall be measured with a pressure differential of 0.1 Inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. 6R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 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. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1,2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or Ul 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 5/24/2019 10:15 AM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) bR403.5,5 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'% inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 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 60"C). R403.5.6.1.2 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 bumer(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meetAhe minimum etfitjgQcjersbf Tableo C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the typ% %ftqf pment installed. • Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the apprUlte • water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.I. "' ; " • • • • • • • • • goo ... - R403.5.6.2.1 Solar water heating systems. Solar systems for domestic hot water production are ratodgythe annual g914roenergy factor of the system. The solar energy factor of a system shall be determined from the Florida SolarlEntyx Center Directory of Certified Solar Systems. Solar collectors shall be tested In accordance with ISO Standard 9806, Test Methods for Solar "olfectors, and SRCC Standard TMA, Solar Domestic Hot Water System and Component Test Protocol. Colie8ftlrf lDstalled Idlar• : water -heating systems should meet the following criteria: • • • • • • • • •••••• . 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and • • • 2. Be installed at an orientation within 45 degrees of true south. ' • • • R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the reNre meats of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilalon. • • . including: Natural, Infiltration or Mechanical means. Outdoor air Intakes and exhausts shall have automatic or gravity dampers that • • • ` close when the ventilation system is not operating. m R403.6.1 Whole -house mechanical ventilation system fan efficacy. When Installed to function as a whole -house mechanical tJ ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are Integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. (� R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation Lt shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and doling 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 that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is Installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM (CFM) MINIMUM EFFICACY a (CFMIWATT) AIRFLOW RATE MAXIMU (CFM) Range hoods Any 2.8 cfm/watt Any In4ine fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt <90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVi Standard 916 5/24/201910:15 AM EnergyGauge40 USA - FBC 6th Edition (2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) bU R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data 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 temperatures 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 multiple -family residential equipment sizing may be selected so that its cooling capacity is leas than tke calculated total sensible load but not less than 80 percent of that load. • • • When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family"" tibe capacTj,,gj • equipment may be sized in accordance with good design practice. 0 * 0 : 0 0 • 111403,11.11,2 Heating equipment capacity. •••• •••• R403,7.1.2.1 Neat pumps. Heat pump sizing shall be based on the cooling requirements as caiculated aagpiding to §gcjipq' R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the de;igr4 ffUng load even if the design heating load is 1.15 times greater than the design cooling load. • • • • • • R403.7.1,2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirerii•Ns : • calculated according to the procedure selected in Section R403.7.1. ; . • • R403.7.1.2.3 Fossil fuel heating equipment The capacity of fossil fuel heating equipment with natural draft atmospheric bumers shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an 1t�! intermittent basis, such as anticipated additional loads caused by major entertainment events, shag have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. 4:1 R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10"C), and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature Is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. 11403.110.11 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat Such switches shag be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent 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: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oli-fired pool and spa 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 or LP gas shall not have continuously burning pilot lights. 5/24/2019 10:15 AM EnergyGaugeO USA - FBC 6th Edition (2017) Compliant Software Page 4 of 5 bR403.10.5 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. R403.11 Portable spas (Mandatorpje energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. • • • 0 Exception: Low -voltage lighting. • • • •••• R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shalt not have continuously burning 01911gils. •••••• • . • .. • •••••• •• • • •••••• •••• •••••• •••• •••• ••••• •• •• •• •• •••••• 5/24/2019 1015 AM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 1080 NE HOUSE Builder Name: Street: 1080 NE 104 STREET Permit Office: City, State, Zip: MIAMI SHORES, FL, 33138 Permit Number: Owner. Jurisdiction: U w Design Location: FL, Miami U COMPONENT AiR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall • • • • requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. ' • ...' r ;o Breaks or joints In the air barrier shall be sealed. • • • Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the The insulatron in an d}d d Ceilin sofftt• • • • insulation and any gaps in the air barrier shall be sealed. shall be aligned with 11v9p4�eRier. • Access openings, drop down stairs or knee wall doors to .,, unconditioned attic spaces shall be sealed. • • . , "" • • Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame wails The junction of the top plate and the top of exterior walls shall be shall be insulated by compFe% filling t,04 cavity with • • sealed, a material having a thdrfhal'rtasistance o'R-3"r • + Knee watts shall be sealed. inch minimum. • • • • • • • Exterior thermal envelope Asrdation fot framed walls shall be installed in substantial contac*md • • • • continuous alignmentwith iheiair barrier. Windows, skylights The space between window/door jambs and framing, and • • • ' and doors skylights and framing shall be sealed. • • • • Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation Installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members, Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities 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 spac ts. Recessed lighting Recessed light fixtures installed In the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. 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 peoino and wifiria Showerltub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls 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. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire r' r plates an wa I r i a. n awuiun, nspeuuun or iug wans snan be in accordance wim the provisions or IGG-4uu. 5/24/2019 10:15 AM EnergyGauge® USA FBC 6th Edition (2017) Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: Job Information Builder: Community: Lot: NA Address: 1080 NE 104 STREET .••• City: MIAMI SHORES State: FL Zip: 3313a " .... ... . . . Air Leakage Test Results Passing results must meet either the Performance, Prescriptime al.4,WRI Method.• : •., O PRESCRIPTIVE METHOD -The building or dwelling unit shall be tested and verified as having an air leakage, mie.of not excvWjW'7 air changes per hour at a pressure of 0.2 inch w.g. (50 Pascals) in Climate Zones 1 and 2. .. , • • 0 PERFORMANCE or ERi METHOD -The building or dwelling unit shall be tested and verified as having an 'air Ugke rate of ndt exceeding the selected ACH(50) value, as shown on Form R405-2017 (Performance) or R406-2017 (ERI), section labeled A infiltraltion, suj-§qcfien ACH50.. • ACH(50) specNied on Form R40$-2017-Energy Ca/c (Performance) or R406-2017 (ERI): ; 00 • • x 60 _ 15623 = Method for calculating building volume: CFM(50) Building Volume ACH(50) Q Retrieved from architectural plans F-1 PASS Code software calculated • When ACH(50) is less than 3, Mechanical Ventilation installation Q Field measured and calculated must be verified by building department. R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues.or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or 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 thecode 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 weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond 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 closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification #: Issuing Authority: 5/24/2019 10:15:39 AM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Residential System Sizing Calculation Summary Project Title: 1080 NE 104 STREET 1080 NE HOUSE MIAMI SHORES, FL 33138 5/24/2019 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidity data: Interior RH 50% Outdoor wet bulb 78F Humidity difference 58 r. Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 94 F Winter setpoint 70 F Summer setpoint 75 Z.. Winter temperature difference 20 F Summer temperature difference • . 19•.F...' Total heating load calculation 25776 Btuh Total cooling load calculation •• 41713 Stuh Submitted heating capacity % of calc Btuh Submitted cooling capacity •••�0of cal(:.Btuh: Total (Electric Strip Heat) 126.9 32700 Sensible (SHR = 0.75) •••••9106.9 35250 Latent •' • • • 134.5,E -++?50 Total "•• 112.7 04?000 WINTER CALCULATIONS Winter Heatina Load (for 1838 saft Load component Load Window total 373 sqft 7832 Btuh Wall total 1477 sqft 4407 Btuh Door total 20 sqft 184 Btuh Ceiling total 1838 sqft 1171 Btuh Floor total 1838 sqft 5145 Btuh Infiltration 78 cfm 1726 Btuh Duct loss 5312 Btuh Subtotal 25776 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 25776 Btuh Summer Coolina Load (for 1838 salt �2:'.:!105 S 11 e r.'.,S1-1= SUMMER CALCULATIONS' r f Load component Load Window total 373 sqft 14342 Btuh Wall total 1477 sqft 4187 Btuh Door total 20 sqft 313 Btuh Ceiling total 1838 sqft 1932 Btuh Floor total 0 Btuh Infiltration 59 cfm 1230 Btuh Internal gain 4320 Btuh Duct gain 6652 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 32975 Btuh Latent gain(ducts) 4118 Btuh Latent gain(infiltration) 2320 Btuh Latent gain(ventilation) 0 Btuh Latent gain (internal/occu pants/othe r) 2300 Btuh Total latent gain 8738 Btuh TOTAL HEAT GAIN 1 41713 Btuh sm Cei(ings��.8°�5 inCi e8.54'� 04ct 226.8%i EnergyGauge® System Sizing PREPARED BY: DATE: EnergyGauge® / USRCZB v6.0 • . • • • • • • Latent Intl5.E% IntGsEn=.1v.�7°6 Page 1 of 1 11 ' -i u� It i ons Pr- pureu k,� Date: Mar 06, 2u19 FileLocation : Basic Wind Parameters Wind Load Standard Wind Design Speed Structure Type General Wind Settings MecaWind v2323 c t r t �J•lo�lq Location: d\ 1-10 NE 104th street, Miami Shores, fl ASCE 7-10 Eposure Category = 1''S.0 mph Risk Category Building Building Type ASCE 7-10 Wind Parameters Ircl_LF = Include ASD Load Factor of 0.6 in Pressures DynType = Dynamic Type of Structure NF = Natural Frequency of Structure (Mode 1) NF Natural Frequency of Structure Alt = Altitude (Ground Elevation) above Sea Level Bdist = Base Elevation of Structure GenElev = Specify the Elevations For Wind Pressures SDB = Simple Diaphragm Building MWFRS = Analysis Procedure being used for MWFRS C&C = Analysis Procedure being used for C&C MWFRSType = MWFRS Method Selected Topographic Factor per Fig 26.8-1 Topo = Topographic Feature Kzt = Topographic Factor C II Enclosed True Rigid 1.0^0 Hz 1.Oe0 Hz = O.OGO ft 0.000 ft M-�n Roof Ht Fa�se Ch 27 Pt 1 Ch 3C Pt 1 Ch 27 Pt 1 = None = 1.000 Building Inputs RcofType: Building Roof Type = Hipped Hipped = W Width Perp to Ridge = 40.030 ft L Length Along Ridge = 55.000 ft EHt Eave Height = 9.00, it Hip Ridge Hipped Length = 40.10C ft RE Roof Entry Method = Slope Slope Slope of Roof = 3.0 :12 OH Specify Roof to Wall intersection and Overhang= Nore Theta : Roof Slope Par Is there a Parapet = False OH -ALL : None = O.000 ft Exposure Constants per Table 26.9-1: Alpha: Const from Table 26.9-1= 9.S10 Zg: Const from Table ?r.9-1= 900.000 ft At: Const from Table 26.9-1= O.1C5 Bt: Const from Table 2E.9-1= 1.000 Am: Const from Table 26.9-1= 0.154 Bm: Const from Table 26.9-1= 0.650 C: Const from Table 26.9-1= 0.200 Eps: Const from Table 26.9-1= 0.200 RE = 19.04 Deg Components And Cladding (C&C) Calculations per Ch 30 Part 1: EHt Eave Height = 9.L10 ft RHt = Ridge Height = 14.000 ft h = Mean Roof Height: 0.5*(EHt+RHt) = 11.500 ft Zh = Mean Roof Height for Kh: h + Base Dist = 11.500 ft • •• • Kh = Since Zh<15 ft [9.57, m_' --� 2.01 * ( [15 ft or 4.572 m] / zg)^(2/Alpha)= 0.84.1 • • Kzt = Topographic Factor is 1 since no Topographic feature s ecif_ed = 1.000 • • • •• P • • • Kd = Wind Directionality Factor per Table 26.6-1 = G.85 • • • • • GCPi = Ref Table z6.11-1 for Enclosed Building /-0.18 000000• • • LF = Load Factor based upon ASD Design = 0.60 • qh = (0.00256 * Kh * Kzt * Kd * V'-) * LF = s3.94 psf 000000 • LHD = Least Horizontal Dimension: Min(B, L) = 40.000 ft 0000 • • al = Min(0.1 * LHD, 0.4 h = 4.000 ft • • •••••• a = Ma::(al, 0.04 * LHD, Y ft [0.9 m]) 4.00O ft • ••• • Wind Pressures for CSC Ch 30 Pt 1 • • • • • • All wind pressures include a load factor of 0.6 • • • • • • •••••• • Description Zone Width Span Area 1/3 Ref GCp GCp p p • •0 • Rule Fig Ma:: Min Man Min •••••• ft ft ft sq ft psf • • • P psf • • • ----------- - ----- ------ ---- ---- WINDOW/DOOR (4) 4 3.000 3.OG0 9.00 No 30.4-1 1.000 -1.1CO 40.05 -43.45 • • •••• WINDOW/DOOR (5) 5 3.OG0 3.000 9.00 No 30.9-1 1.000 -1.901 90.05 -53.63 GARAGE (4) 4 1.75, 16.000 85.33 Yes 30.4-1 0.836 -G.936 34.47 -37.86 GARAGE (5) 5 1.750 16.000 85.33 Yes 30.4-1 0.836 -1.071 j4.47 -42.47 Area = Span Length :: Effective Width 1/3 Rule = Effective width need not be less than 1/3 of the span length GCp = E:'ternal Pressure Coefficients taker from Figures 30.4-1 through 30.4-7 p = Wind Pressure: qh*(GCp - GCpi) [Eqn 3C.4-1]* *Per Para 30.2.2 the Minimum Pressure for C&C is 9.60 psf [0.4EO k.Pa]�-1Incljdes LF.)_ „ file:///C:/Users/G/AppData/Roaming/MecaWind/SelectedAnalysis.htm] 3/6/2019 __0L ('_ )_ MIAMI-DADE MIAMI-DADE COUNTY ROMEM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (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/economv C PGT Industries, Inc:1 ` 1070 Technology Drive North Venice, FL 34275.) SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) 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.- Q ESCRIP_TION: Series "P, W7720A' Aluminum Fixed Window=.L.M.I APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, 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. © MSSILE, 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", unlocs otherwise . • .. ..... . noted herein. •, 0 • ; RENEWAL of this NOA shall be considered after a renewal application has been frlpei-and tbi re lea's beens...:. no change in the applicable building code negatively affecting the performance of t11it*1ft17tluct. ...... TERMINATION of this NOA will occur after the expiration date or if there has b;N�-revision•onshanga in the materials, use, and/or manufacture of the product or process. Misuse of this.N"as an �Tdorsemeni • of any product, for sales, advertising or any other purposes shall automatically ter t'rw4e this 1':CJA. Failure to comply with any section of this NOA shall be cause for termination and removal.*vfiA14A. . • ADVERTISEMENT: The NOA number preceded by the words Miami -Dane County, NOMA, and • • • : • followed by the expiration date may be displayed in advertising literature. If arlyporpon of the NOA i$.... displayed, then it shall be done in its entirety. 0000 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall beavailablefor inspection at the job site at the request of the Building Official. This NOArevises and renews NOA 17-0614.11 and consists of this page 1 and evidence pages E-1, E-2, . E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. �N ,_..._.._e__ ®. is©A No. 18-0430.05 � MIAMi-DADE COUNTY Expiration Date: February 19, 2024` r Approval Date: August 23, 2018 81►3�j8-Page_li PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1112.09) 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 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. 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 a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale 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 NOA No. 16-0629.14) 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) 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 fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report Nd..... • • • • • 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 per.LBC, TA4 242L94 3) Water Resistance Test, per FBC, TAS 202-94 • • • • .. • 4) Large Missile Impact Test per FBC, TAS 2(T?-9'4 • • • • Soo*:* 5) Cyclic Wind Pressure Loading per FBC, TA9!M94 • along with marked -up drawings and installation diagram of an aluminum flied : • • • •' •' window, prepared by Fenestration Testing Laboratory, Inc., Test iteports No... ; • • • • ; FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all sigrW and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) �Iva rLD Manuel er z, Y.E. Product Control F#anfiner NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51n Edition (2014) and FBC 611 Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 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 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 II 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. • • • • . • .... .. • • • . • • ...... .. .. ...... .... . ...... .... . ••••• ...... .. . • ..... .. •• . •• ••.••• ...... • .. .. Manuel Pere E. Product Control E a ner NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 511 Edition (2014) and FBC 6th Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony 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. 5. Laboratory compliance letter for 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) 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. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 9*00 1. Drawing No. MD-7720A.1, titled "Fixed Window Installation fruiftlines"oskeefs 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18,'prtared.by. manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 00 0 .. • •• Manuel PereyTX. Product Control Ex er NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. 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) 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 7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of a series PW7620/PW7720 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas(k (Clear and White) Glass Interlayers" dated g 12/28/17, e!ftg on . . . ...... 07/04/23. • F. STATEMENTS • • • : • . . 1. Statement letter of conformance, complying with FBC 61b EditiAnW17) dated April:"": . to 20, 2018, issued by manufacturer, signed and sealed by Anthony L*%nn Miller, P.E. • •; • • • 2. Statement letter of no financial interest, dated April 20, 2018, i§ by marit}facturer, • signed and sealed by Anthony Lynn Miller, P.E. ...... • see*• 3. Proposal No. 17-1508 issued by the Product Control Section, AteJ40vember 16, ....:. 2017, signed by Jorge Plasencia, P.E., Product Control Unit Su*eryWr. ; ••; .. . . .. G. OTHERS "" 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW-701/720/820" Aluminum Fixed Window — L.M.I., approved on 10/1 and expiring on 02/19/19. Manuel Perez,,,P.E) roduct Control ExaiqinO NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-4 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 49" TIP -TO -TIP WIDTH 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE 48" BUCK WIDTH - DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' 45-1/4" VISIBLE IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. LIGHT WIDTH 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS 6, SHEETS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED A 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEETS i INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IX AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. L / WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 12" MAX I / O.0 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE i FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE I SCOPE OF THESE INSTRUCTIONS. 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS T CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY 1 OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6-12" MAX. IMPOSED ON THEM BY THE WINDOW, 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El 300. e. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME 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 33-1/3% 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. - 6-1/2" MAX A., C 48" BUCK WIDTH - 4VISIBLE -. LIGHIGH T WIDTH D, SHEET 7 BUCK SHEET? HEIGHT L_ 93-114"-- VISIBLE 12" MAX. LIGHT O.C. HEIGHT 97" TIP -TO TIP i HEIGHT 1 133 12" MAX. O.C. 6" J MAX. >TYP,FLANGEDFRAME J ELEVATION GUIDE TO SHEETS. GENERAL NOTES .................. 1 ELEVATIONS....._.........................1 GLAZING DETAILS.......... _.._._... 2-5 DESIGN PRESSURES 5 I! INSTALLATION, FLANGE.. .. .. 6 INSTALLATION, EQUAL -LEG..... 7 INSTALLATION, INT FIN A..........8 INSTALLATION, INT. FIN B...... _...9 CORNER ASSEMBLY 10 EXTRUSION PROFILES.. ........... 10 9) REFERENCES: TEST REPORTS FTL-3835, 3850, 7212 & 18-7763: ELCO I PARTS LIST 10 ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. B • 10) THE 7720A SERIES WAS FORMERLY CALLED THE 720/820 SERIT. • • CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION • • •ASTM E1300-09 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 • • •AISC 360-10 • THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT -LB • KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF • • ANSI Z97.1 WHEN USING GLASS TYPES 6 OR B. FIGURE 1. 12" O.0 MAX. 12" O.0 MAX. L 6" M TATX. I Type • • • • • • Dl 00lon Sheet i -3/16 S) 2 2 • ills' La 16' itqow PV - 3/ 6" ) 3 3 1-1/16'Lami.IG(3/16"T-7/16' ir- I 'An-.090"PVB-3/16'HS) 2 4 1-1116"Lami. IG(3/16"T-7116"Air -306"HS-.090"PVB-3/16"HS) 3 5 7116'tami(3/16"An-.090"SG-3116"An) 4 7/16" "( i6'-090'SG- 16'HS 5 i-1/16"Lam' IG (3/ 'T-7/16' ir- /18'A-.090'SG-3/16'An 4 S 1-1/16-Lani.IG(3/66"T-7/16"fir-3/16' S .090"SG-3/16"HS 5 "Wj= "KURVAY•SEN YGLRS'" I TERLAI'ER"6Y KURARAY AMERICA, INC. "FWB" = "KURA�AY TRO IFOL® PV� OVRLAILEA" BY KURARAY AMERICA, INC. • • • • • • • • • • • • • • • • • • { • • •• •• • • • •• •• ••• • • • ••• • • DESIGN PRESSURE RATING IMPACT RATING VARIES. SEE SHEETS 2-5 LARGE & SMALL MISSILE IMPACT RESISTANCE 48" BUCK WIDTH 45-1/4" VISIBLE ?RCDUCr REVIS D LIGHT WIDTH 6" MAX. �( 2" MAX. = a -Ply.. g with the Fkttide F, SHEETS I G,nfding Co<.e H, SHEET 9 I A—P"— tlo �g'04'31 E. SHEET C - G, SHEET BUCK HEIGHT 93-114" VISIBLE LIGHT HEIGHT 5" MAX. O.C. 1f D �- T i �- 12" MAX. O.C. 2" MAX. TYP. EQUAL -LEG FRAME ELEVATION E. G 93-114" VISIBLE LIGHT HEIGHT 96" BUCK HEIGHT 5" MAX. O.C. TYP. FIN FRAME CI MWATInkl 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, Imo —WIDTH-{ F-- WIDTH WIDTH WIDTH �{ Tr-- - T Tr- � Tr- 2 �� I L- J 1 I ----WIDTH-{ (-- WIDTH ----I � WIDTH 'I I-- WIDTH --{ T�-- --� T ----i Tr -////--I Tr p/� w w " w l �" w 1 1 1L— —J � L J I�WIDTH�{ F� WIDTH �{ I--- WIDTH �{ WIDTH --{ T�--- ----� T TAt Twi w JR - 03116/18 - UPDATED VALUES AND SIZES FOR GLASS TYPES 5-8. SERIES NAME CHANGE TO 7720A FROM 720. W i � Y p y w N j ^aa p No v O In O O .+lup U N 2 y�j O N �� t'1 air w -� n r i Z LL g y Z UJ a vi p 2 �� U U d ®� w p 00 F- W ¢ (3 oN JMG S2 ZO Zm a o O O F g Q � LL O J w ro Q F- J W Iaa iS ® m U) Z to a LU O O Z O Z aua O Z Q o, w w X Z W n LL (.) -saps d gas 1t 11�•••r� /� No. 58705 /O NAL 1N•• A. LYNN MILLER, P.E. P E Y 58705 Window Design Pressure (+/-, psf) for Glass Type 1 Longg Side, TIP to Ti in -, 68-7/8 73 77 s 61 85 89 93 97 101 105 110-1/2 31 +/-80 +/.80 +/-80 +1-80 +/-80 +/-80 +1-80 +1-80 +1-80 +1.80 +/-80 33 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/.80 +/-80 +/-80 +/-80 +/_80 35 +/-80 +/-80 +/.80 +/ 80 +l-80 +/-80 +/-00 +/-80 +/-80 +1-79.8 +/-79.4 {37 +1-80 +1-80 +/.80 a 4440,'a +1-80 +1-80 +/-79.7 +/-77.2 +1-75.1 +1.73.4 +1.72.2 39 +/-80 +/-80 +/-80 +/-80' +/-80 +/-78.1 +1-752 +1-72.5 +1-70.3 +/-68.5 +/-66.3 41 +/-80 +/-80 +/-80 +/-79.8 +1-77.2 +1-74.3 +1-713 +/-67,9 +1-65.1 +/-63.4 +1-61.6 43 +1-80 +1-80 +/-80 +/-77.4 +/-743 +/-71.3 +/-68.2 +1-64.7 +1-61.6 +/-59.8 +/-58.2 n 45 F +/-80 +/-80 +/-78.9 +/-75.4 +1-72A +/-68.9 +/-65.6 +/-62.2 +/-59.7 +1-57.5 47 +/-80 +1-80 1 +1-77.2 +/-73.6 +1-70.1 +1-66.8 +/-63.5 1 +1-60.3 +/-ST7 F 49 +1-80 +1-79.3 +1-75.6 +/-71.9 +1-68.3 +1-64.9 +/.61.5 +l-58.2 v 51 +1-80 +1-77.5 +1J L! +/-70.3 +1-66.7 +1-611 +/-59.7 m 53 +/-79.1 +1-75.6 +/-72.4 +1-68.8 +/-65.1 +/-61.5 55 +1-77A +/-73.8 +/-70.5 +1-67.3 +/-63.5 rn 57 +/-75.8 +/-72 +/-68.6 +/-65.3 59 +/-74.2 +1-70.3 +1-66.8 61 +1-72.7 +1-68.7 +/-65 63 1 +/-71.2 +1-67.1 65 +/-69.7 +/-65.5 67 +/-68.3 68-718 1 +1-67 1) 1 IV- I U- I IF UIMtNblUNb JMUWN. rUH IN I CUHAL "N ANU tUUAL LtU W INLIUWJ, 5Utl I KAU 11" FKUM I Nt I IV- I U- I IF UIMtN51UN IN THE TABLE TO DETERMINE THE WINDOW SIZE. 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. TARI F'1 Window Design Pressure (+/-, psf) for Glass Type 3 Long Side, Ti to TI in 68.7/8F73 77 81 85 89 93 97 101 105 110-1/2 31 +/-80 +1-80 +1-80 +/-80 +1-80 +/-80 +l-80 +/-80 +/-80 +/-80 33 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 35 +/-80 +/-80 +1-80 +/-80 +1-80 .1-80 +1-Bo +/-80 +/-80 +1-80 37 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +l-80 +1-80 +1-80 39 +/-80 +/-00 +/-80 +/-80 +l-80 +/-80 +1-80 +/-79.4 +J-76.4 +/-74.3 41 +1-80 +l-80 +/-80 +1-80 +1-80 +/-80 +/-76.7 +/-73.5 +/-70.9 +l-69 43 +/.80 +/-80 +1-80 +/-80 +/-80 +/-77 +/-73.1 +1-69.6 +/-66.9 +/-65.2 45 +/-80 +/-80 1 +1-80 +1-80 +1-77.8 +1-74.1 +/-70.3 +/-67.5 +/-63.9 2 47 +1-80 +1-80 +1-80 +1-80 +149.2 +145A +J-71.7 +/-68.1 1 +1-65.1 F 49 +/-80 +1-80 +1-80 +/-So +1-77.2 +/-73.3 +1-69.5 +/-65.8 - 51 N-80 +/-80 +1-80 +J-79.4 +/-75.3 0-71.3 +/-675 c N 53 +1-80 +/-80 +/-80 +/-77.7 +1-715 +/-69.5 55 +/-80 +l-80 +149.6 +/-76 +/-71.8 m 57 +/-80 +/-80 +/-77.5 +/-73.8 59 +/-80 +1-79.4 +1-75A 61 +/-80 +/-77.6 63 +1-80 +/-75.8 65 +1-78.8 +/-74 67 +1-77.2 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDWVS, S•1WWT 1+FRQM TjiE W-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. ♦ • • • • • • 000 • 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE Lv �`�` O$ L�y1•,G OIMERSK'Rl. • • • 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDO IZE I MAABLI!9A%OVENHICMfHBbV"LL DIMENSIONS COMPLETELY FIT WITHIN. •• ••• ••• ••• • f • • • • • • • • • •• • • •• • • • • • Is • • • • • • • • • • • •• •• • • • •• Is: 7/16" LAMINATED GLASS STACK I 093C GGGGGG�jllllll•II4- 3/1 fi" ANNEALED GLASS - EXTERIOR a GLASS TYPE 1 PVBINTERLAYER 5" HEAT STRENGTHENED GLASS sr6^ GLASS BITE +- LONG SIDE T- SHORT SIDE T It- LONG SIDE -+-I 1 SHORT dj SIDE / i TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1116" NOM. � GLASS STACK I w! Lam- 7/16" LAMINATED GLASS STACK 3116" HEAT 3116" TEMPERED GLASS - 7116" AIR SPACE EXTERIOR a GLASS TYPE 3 STRENGTHENED GLASS - 3/16" ANNEALED GLASS .090" PVB INTERLAYER 5/8' GLASS SITE tl I SHORT SIDE ./ LONG SIDE SHORT (- SIDE L� UJ i M N Y UJ 0 nalj ¢ of o N z W v aeon O co 0 C}.D _ w U Uj W N LL a H Z s Z J -0 a --a= O ou UUo W C - LU 2 o F- LU ¢ U w qMO > v ' Z o 0 Z 0 ap O H g J ¢ 111 Lu M m H 0 N Iaa45 ® m� Z w Lr � 0 � aUp U) LUa., Z LL O Z a ¢ o 1 w O UJ Z O eC11 O X W $ � ar�•1 o -�sall a s \111111 III/// LYNA( .... \xGNY ENgF.•le No. 58705 T 1, 11 •((7�� Q STATE i P =: `• 'ONAL'11111111 0' A. LYNN MILLER, P E. RE 58705 Window Design Pressure (+/-, psf) for Glass Types 2 6 4 Lona Side., Tip to Ti in 587/8 1 73 77 81 85 89 93 97 101 105 110-1/2 1 113 117 121 125 129 133 137 141 145 31 +/-80 +/-80 +/-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-W +/-80 +1-80 +1-80 +1-80 +/-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 33 +1-80 +/-80 +/.80 +/-80 +1-80 0-80 +/.W +1-80 +/-80 +/-80 +/.80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 35 *1-80 +1-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/.80 +1-80 +/-80 +/-80 +/.80 +/-80 +/-80 +/-80 37 +/-80 +/-80 +/.80 +l-80 +/.80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +1-80 +/-80 +/•BO +7-80 +1-80 39 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +1-80 +l-80 +/-80 H-80 +/-80 +/-80 41 +/-80 +/-80 +/-80 +/-80 +/.80 +/-80 +/.80 +/-80 +/-80 +/-80 +/-80 +/-W ' 43 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 I 45 +/-80 +/-80 +/-80 +1.80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 E 47 +/-80 +I-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/40 +1-80 49 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 m 51 +1-80 +/-80 +/-80 +1-80 +1-80 +/-80 53 +/-80 +/-80 +1-80 +/-80 +1-80 +/-79.1 0 55 +/-80 +/-80 +/-80 +/-80 +/-78.6 N 57 +1-80 +/-80 +/-80 59 +/-80 +/-80 +/-80 61 +1-80 +/.80 +/-79.3 63 +/-80 +/-80 65 +1-80 +/-80 67 +/-80 68-7/8 +/-80 I ��-v-1Ir vimcn��vrv�'nVrvrv. Vn IrvI"—' Iry nNu CVun�LCU VVINUVVVJ, JUDIHHI.I1-hK.1HC 1IY-111IYUIMtNJ1UN IN 1H1 IHCL11V U11tHMINt IHE WINDOW SIZE. 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, 1-1116" NOW 7116" LAMINATED GLASS STACK �J 7/16" LAMINATED GLASS STACK I GLASS STACK .090" PVB INTERLAYER 3/16" TEMPERED GLASS 3/16" HEAT STRENGTHENED GLASS 3116" HEAT It 3/16" HEAT STRENGTHENED GLASS 3116" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16" AIR SPACE 090" PVB INTERLAYER 4 11 1 11 5 GLASS BITE GLASS BITE 1-3 ,i 1-3 ' EXTERIOR EXTERIOR (� 20 ter' 13 a s78 21 13 GLASS TYPE 2 GLASS TYPE 4 •• ••• • • • • • •• • •• • • • • ••• • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • Is • • • • Is • • •• •• • • • •• w• ••• • • • ••• • • TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE T I+— LONG SIDE 1 i SHORT SIDE L -_1 SHORT _ SIDE I� f -- LONG SIDE �I SHORT SIDE 9 L I LONG SIDE 'I SHORT 'I SIDE NO CHANGES THIS SHEET. W z N Y U) ❑ 7.a N w 0 r o al°o 0 Qo 0 a U) J h arc W r 0 J Z LL Z J as M,o ❑ = W W2m ®¢ W ❑ I-LZ 7 oN 5 CI N O Z m '0O H g J Q W _5 m F LL 0 M ® m U) Z Lu Of I=q, 0 1n UJ z Q o ❑ Z Of a Z C3 w ❑ W U x W U- ❑ a \`\ 1 j1111111////7 `\ �A 1GENN/V4fl�/'/' * No.58705 _ s -Y� x10 •. r OF I � A LYNN (.MILLER PE P. E # 58705 TABLE 5. Window Design Pressure (+/., psf) for Glass Type 5 1) I IP-IO-I IP UIMtN51UN5 SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 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. TABLE 6 Window Design Pressure (+/-, psf) for Glass Type 7 Long So,, In 68-7/8 73 T7 78.3/4 81 85 89 93 97 101 105 109 110-1/2 V +90/-130 +90/-130 +9W-130 +90/A30 +901-130 +9W-130 +901-130 +901-130 +90AW +BW-130 +90/-130 +9W-130 +90,430 33 +901-130 +9W-130 +9W-130 +90/-130 +9W-130 +90/-130 +9W-130 +90/-130 +9W-130 +901.130 +90/-130 +9W-130 •9W-130 35 +90/-130 +9W-130 +9W-130 +9W-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +9W-1228 +9W-130 +90/-120.1 +9W-130 +90/-118.1 +90f-130 +90/-1/8.1 +901-130 +91y-118.1 37 +90/.130 +901-130 +9W-130 +901-130 +90/-130 +90/-1W +90/-128.3 +90/-125A 39 +90/-130 +901.130 +9W-129.4 +90/-127.5 +90/-125.4 +90/-121.5 +90/-118.1 •90/-114.9 +90/.112.5 +9W-110.4 •90/-108.6 +901-106.91+901-106.3 41 +901130 +901-128.3 +90/-121.2 +90/-118.9 +90/-116.4 +9W-1136 +901-110.5 +901-107.2 +9W-103.9 +9W-101.3 +901.93.8 +9W-99.4 +9W.92 +9W.97.7 +901-909 +90/-97.1 +90/-90.5 43 +91Y-1293 +901-121.5 +90?-115.8 +9W-113.8 +901-111.4 •90/-107.5 +901.104.2 +90/-100.6 +901-97 45 +90/-122.9 +9W-1158 ♦9W-111.6 +9W-1D97 +9W-107.3 +91V-102,8 +901-98.7 •90/-95 +90/-92.3 +90/-90.1 +/-879 +8W 85.9 +80f-85.4 47 +90/-118 +9W-112.7 +90/-108A +9W-108.1 +90/-103.5 +901-96.8 +901A4A +9W-91.5 +/-89.1 +/.86.7 +BW-84.4 +801-82.1 +80/-81.3 49 +901-114.2 +9W-109.6 +9W-104.8 +90/.102.7 +901-100 +901-95.3 +901-918 +/-887 +1-86 +8W-83.5 +BW-61 +1-78.7 +1-n.a 51 +9W-1109 •90.108.J +901_101.8 +901-99.6 +90/469 +9W.92.7 +/-89.3 +/-86.2 +80/-83.2 1 +8W-80.5 +1-77.9 H-754 +l-74.5 53 +9W-1077 +904102.9 +9W-9B.7 +9W-96.7 +901-94.1 +90l-90.4 +/-87 +BW-83.7 +80/-80.6 +1-77.7 +1-74.9 +/-72.3 +l-71.4 E 55 +90/.104.5 +9W-99.6 +901-95.3 +9W-93.7 +901-91.9 +/-88.3 +80/-B46 +8W-81.3 N-78.1 +/-75.1 +/-72.2 H-69.B +/-69.1 In 57 •9W-101.5 +9W-96.4 +90'-92,5 •90/-91 a/_89.3 +8W-86.1 +BW-82.4 +/-78.9 +/-75.6 +/-72.5 +lb99 +1 7.9 59 +90/-985 +91Y-93.5 +1-90 •/-88.5 +80/-86.8 +80/-83.6 +80/-80.3 +/-76.7 +1-73.3 1 +/-70.3 1 +/482 + 61 63 +9W-95.6 +9W-92.2 «9W-91.3 +1-88.1 +1.87.7 +BW-84.3 +80/-862 +86-94.3 +801-01 +/-779 +1-745 +1.71 +/.68.7 +B(Y-82.7 +".so.? +1.77.3 +1-74 +/-71 +/-68.8 65 +9W-91.2 +/-87 +801-83.2 +80/.81.6 +/-79.6 +/-76.1 H-72.8 +/-70 +BO/-85 BW-81 +/-794 +1-773 H-737 */-70.5•/-87.3 R+/-89.3 +BW-83.2 +1-79.1 +/-77.4 */-75.2 +/-71.5 +/-69 801-83.2•I-79.4 +/-75.1 +I73.2 +/-71 +/-88.4+/-79.1 «I.75.1 +l-71 4 +/-69.9 78-314 .l-n.d «/.73.2 +f-69.9 1 +1.68.8 1)IIP-IU- 1 IY UIMENWUNJ JNUWN. FUK IN I LUi I- FIN ANU LUUAL LtG WINUUWTI.Jtl I HAUI Joe FVM WE yP-TW-TI6 UIrtEN�JONIN THE TABLE TO DETERMINE THE WINDOW SIZE. • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION* • Is Is Is • • • • 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE NAICWHBOVSRALL DIMENSIONS • COMPLETELY FIT WITHIN. Is • • • • • • • Is Is • Is • • • • • • • • • • • • • • • • • • • • • • Is •• • Is• • • • • • •• • • •• • • • • • • • • • • • ••• • • • • ••• • • • • Is • • • • • Is • • •• •• • • • •• •• ••• • • • ••• • • 7116" LAMINATED GLASS STACK 090"SG INTERLAYER 3/16" ANNEALED GLASS 3/16" ANNEALED GLASS 4 11 5/8" GLASS BITE If- LONG SIDE tERI.R1\\�? EXSHORT 3 SIDE GLASS TYPE 5 1- T f - LONG SIDE -+I 1 SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK 7/16" LAMINATED 6/ y GLASS STACK Y 3l16" TEMPERED GLASS 3/16" ANNEALED GLASS 3116" ANNEALED GLASS 7116" AIRSPACE 090" SG INTERLAYER SHORT I _ �1 SIDE 11 5 5/8" GLASS BITE 12 � 1 i �� LONG EXTERIOR (� 5.7 21 ��rr 13 GLASS TYPE 7 _ _ SHORT I _ �l SIDE F� W z Y Q slop O 00 LD (N Z w N OJ LL' N m O W h LL O d= LL Z �ap O = LLi 0 5 U o WW � _) ~ Z V� Ic j 0 oh, �MQ W .-. C7 r0 O Z 9 U) U J Q W W J Q F LL O � ® rn rn Z W Ir IaauS a Z) � 1n H Z Q Z x o 10.5 Qo O _ Z ¢ u1 W X C7 e Q W LL O a sap s �a5 Y1LYN///7j'% No. 58705 '�3O T .1c10RIDP.•'•G\?� 7/1"ONAL EN` A. LYNNIPJIIILER, P.E. P.E.# 58705 Window Design Pressure (+/-, psf) for Glass Types 6 & 8 L Side, TIP to Tp (in) 68-718 73 77 78-3/4 81 85 89 93 97 101 105 1 109 110-112 113 117 121 125 129 137 145 31 +90/-130 +901-130 +90/-130 +90/-130 +9a-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +9a-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 33 +901-130 +9a-130 +901-130 +90/-130 +901-130 +9a-130 +W-130 +901-130 +9a-130 +901-130 +9a-130 +90/-130 +9a-130 +901-130 +90(-130 +901-130 +901-130 +90t-130 +90/-130 +90/-130 35 +901-130 +9a-130 +901-130 +90/-130 +901-130 +9a-130 +90/-130 +901-130 +90/-130 +901-130 +90t-130 +90/-130 +90/-130 +901.130 +901-130 +901-130 +9a-130 +90/-130 +80/-110 +8a-110 37 +90/-130 +90/-130 +901-130 +901-130 +9a-130 +9a-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +9a-130 +90/-130 +9a-130 +901-130 +801-110 +80/-110 39 +90/-130 +9a-130 +90/-130 +90/-130 +9a-130 +901-130 +90t-130 +901-130 +90-130 +90/-130 +901-130 +90/-130 +901-130 +901.130 +90/-130 +901-130 +801-110 +80/-110 +80/-110 +80/-110 41 +901-130 +901-130 +901-130 +90/-130 +901-130 +9a-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +9a-130 +90/-130 +901-130 +80/-110 +801-110 +801-110 +801-110 +8WI10 +801-110 43 +90/-130 +90/-130 +90t-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +9a-130 +90/-130 *9a-130 +90/-130 +9a-130 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +W-110 - 45 J +901-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +9a-130 +90t-130 +901-130 +80/-110 +801-110 +801-110 +8a-110 +801-110 +80/-110 +801-110 +80/-110 47 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +9W130 +901-130 +90/-130 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +8a-110 +80/-110 ~ 49 0 +901-130 +901-130 +01-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 1 +9a-130 +M-110 +80/-110 +80/-110 +801-110 +80/-110 +60/-110 1 +80f-110 +801-110 51 +901-130 +901-130 +90/-130 +90/-130 +901-130 +9WI30 +901-130 89.4/-128. +8a-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80f-110 +80/-110 1- 53 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +88.81-128.1 +80/-110 +801-110 +80/-110 +80/-110 +801-110 +8a-110 +80t-110 +80V-110 ai 55 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +88.8/-128.1 +80/-110 +80(-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +8a-110 in 57 +90/-130 +901-130 +9a-130 +90/-130 +89.41-129 +801-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 0 59 +90/-130 +901-130 +90/-130 +89.5/-129.1 +801-110 +8a-110 +80/-110 +80/-110 +801-110 +8D/-110 +80/-110 w 61 +901-130 +901-130 +89.6t-129. +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 63 +90/-130 +90/-130 +801-110 .801-110 +80/-110 +80t-110 +80/-110 +80/-110 +80/-110 65 +901-130 +90/-130 +80/-110 +801-110 +801.110 +80t-110 1 +801-110 +801-110 67 +90/-130 +801-110 +80/-110 +80/-110 +801-110 +80/-110 1 +801-110 68-7/8 +901-130 +801-110 1 +80/-110 +80/-110 +80/-110 +801-110 1 +801-110 73 1 +801-110 +80/-110 +80/-110 +801-110 +Ba-110 +8a-110 n +sa-110 +ea-110 +aa-no +eol-no 78-3/4 1 +80/-110 +801-110 +80/-110 +001-110 /nr-I VIIr vlmovawrva anuvvrv. run lmwnnL nry �rrvu cuunL Lcu vrnvuuvw, auo.Knul I rKvm lnc nr-Iu-nr ulmcnavry in lnc lMOLC IU UtICKMINt lnc wmtn7w stt. 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. TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 1-1/16" NOM. HORIZONTALLY AS GLASS STACK SHOWN. 7/16" LAMINATED �.i L� �-I 7/16" LAMINATED LONG GLASS STACK I _ I GLASS STACK SIDE 3116" HEAT STRENGTHENED GLASS I~' LONG SIDE ,�/ JSS SG INTERLAYER 3116" TEMPERED GLASS T 6" HEAT 3/16" HEAT STRENGTHENED GLASS / 3/16" HEAT STRENGTHENED GLRENGTHENED GLASS 7116"AIR SPACE .090" SG INTERLAYER SHORT 4 111 SIDE y yl SHORT _ 5 1 SIDE r 5"" 518" ASS BITE GLASS BITE TT 1-2 1-2 Imo-- LONG SIDE �I } EXTERIOR EXTERIOR �j 75-78 21 13 SHORT LONG �Y • • 000 • • • • • • SIDE SIDE GLASS TYPE 6 a • • :GZSS TYPE S • •• • • • • ••• • •• ••• •• • • • •• SHORT SIDE •• ••• ••• ••• • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED .s eetnplp%\vilh the Mmida Bwltiog Code p ALoeytmce No � C'J' b'4�C A - 03/16/18 - UPDATED VALUES AND SIZES. x W i > v a Y 0 . ry o w Lu o �o } ^ s 4 � 7, O O o iD N z Df 04 a W c. W Z R u r 2L .9 oo UUo W O oN ^O a O Z 0 O U J O Lr) J F- Q F W taai�S u O 0 W Z 0O Z Q- Qo w U W WFn Z 0 r-" W W > IL 0 !L aIl'1 sad s �.�5 aNY LYNN / '' , •* No.58705 ' Off'.WAT.F.((7�'` •F<ORIDP.•' N A. LYNN MILLER, P\.;E\. P.E.# 58705 ZX WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2, THIS SHEET INSTALLATION TYPE A WINDOW EXTERIOR BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-31 .. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET EMBEDMENT EDGE DISTANCE 1/4" MAX I /-� / 7 1 SHIM 1 USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-7/8" O.C. MAX. INSTALLATION INSTALLATION TYPE C TYPE B EMBEDMENT EMBEDMENT 1X WOOD BUCKSTRIP, 1/4• MAX SEE NOTE 2, THIS SHEET " ,• SHIM TYP. ANCHOR TYPE, EMBEDMENT AND ! EDGE v EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET I`\ DISTANCE CONCRETE/CMU PERANCHOR REQUIREMENT 1/4" MAX. SHIM 9 EXTERIOR 77— STEEL SELF -DRILLING SMS (G5), SEE TABLE 8, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET EXTERIOR / VISIBLE LIGHT WIDTH = 5 " WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH CONCRETE/CMU TIP -TO -TIP WINDOW WIDTH PER ANCHOR REQUIREMENT HORIZONTAL SECTION A -A Anchor Substrate Min. Edge Di Min. Embedment Max O.C. aci #12 or #14 410 SS Screw SouUwn Pine SG=0.55 9/16" 1-3/8" 17, Aluminum 6063-T5 min. 3/8" 0.063" 12" A36 Steel 3/8" 0.(W.'' 12" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga 17, #12 or #14 Steel Screw (G5) Southern Pine SG=0.55 9/16" 1-3/8" 17, Alunenum 6063-P min. 318" 0.063" • 12" A36 Steel 3/8" 0.063"' 17' S Stud Gr. 33 min. 3/8" 0.045" 18 Ga ' 17' 114" 410 SS CreteFlex Un routed CMU, ASTM C-90 2-1/2" 1-114" 17, Concrete (min. 3.35 ksi) 1" 1-3/4" 12" �4 1/4" Sle UtraZn Concrete min. 2.85 ksi 1" 1-3/4" 12" Concrete min. 2.85 ksi 2-112" 1-3/8" 12" Un ro led CMU ASTM C-90 2-1/2" 1-114" 12" 5/16" Steel Ukracon Concrete min. 3.5 ksi 1-1/4" 1-3(4" 12" Grouted CMU, (ASTM C-90 2-1/2" 1-314" 12" I Np ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. F1/4" MAX SHIM "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. } 1X WOOD BUCKSTRIP, INSTALLATION NOTES: \ I SEE NOTE 2, THIS SHEET _ • • • • • • • • 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND • - • • • C0•y'CRETE PE • •ED DPT/y4�IMITS. EMBEDMENT • • ` ANCWR • • • :2, 4*0 BAPDEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL REQUIRIEMENT • • • • •THI`KNr#SS IS Lr•SS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN . • • • • • • • • BE •NSTMLL1111DIDIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS • ° "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF EDGE WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY INSTALLATION 4~ TYP. ANCHOR TYPE, EMBEDMENT AUTHORITY HAVING JURISDICTION. DISTANCE TYPE B AND EDGEWIST"F•PER • • • • • • SUBSTRATE, SEE TABLE 8, THIS SHEET • 3. FOR,6TT/pHfjE%T0 METAL: THE STRUCTURAL MEMBER SHALL BE OFA VERTICAL SECTION B-B • • • • • SIZE TQPROVIDj FLSL SUPPORT TO THE WINDOW FRAME • • • • • • • • • • • • • • • • • •4. IF APOILICABL•, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR • • • • MULLION Aft APRIES TO WHOLE SYSTEM. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Material Min. Fy Min. F. Steal Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UltraCon® 155 ksi 177 ksi 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi 6063-T5 Alumin-un 16 ksi 22 ks A36 Steel Gr. 33 Steel Stud 36 kai 58 ksi 33 ksi 45 ksi NO CHANGES THIS SHEET W �? M Y Lq 'a O 0 04 i 2 N r J O i m Z LL x Z_ J '00 = UJ o U o ® z Lu U LU do ~ _O U" °N 0ma US< o Z rn o _p U F- g LL O Z O to ® rn U) Z QQ • O J F F- Z 0 to Z Z O O W w O LU LU X Z J ee� 5 L I.L. a Y1LYN/// ��'t�pN.,..... N2j�l •''t\CENSe _ * : No. 58705 VE J � SOONAL1k� \ A LYNN MILLER, P.E. P.E # 58705 2X WOOD BUCKSTRIP EDGE DISTANCE OR FRAMING, SEE r NOTE 2, THIS SHEET -- INSTALLATION -- TYPE E - EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- 2-314" TYP ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET IEMBEDMENT II EDGE /2 SHI MAX � 2 1 SHIM DISTANCE INSTALLATION TYPE G �— EMBEDMENT 1/4"MAX I SHIM . I 6 USED FOR ALL SIDES OF ARCHITECTURAL - •° SHAPES @ 11-7/8" O.C. MAX. ^' CONCRETE/CMU PERANCHOR REQUIREMENT I.. MAX. SHIM )7PSMS E"U' STEEL SELF -DRILLING (G5), SEE TABLE 9, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 97HIS SHEET INSTALLATION 1X WOODBUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET EXTERIOR \ I 4 11 I VISIBLE LIGHT WIDTH = 5 fff�� WINDOW BUCK WIDTH - 2-3/4"' WINDOW BUCK WIDTH HORIZONTAL SECTION C-C EMBEDMENT EDGE DISTANCE CONCRETEICMU PERANCHOR REQUIREMENT Anchor Substrate Min. Edge Distance Min. Enbedment Max O.C. i nq #12 or #14 410 SS Screw Southern Pine SG=0.55 W16" 1-3/8" 12" Aluminum 6063-T5 min. 3/8" 0.063— 12" A36 Steel 3/8" () W3.1. 12" Steel Stud Gr. 33 mn. 318" 0.045' 18 Ga " 12" #12 or #14 Steel Screw (G5) Southern Pine SG=0.55 9/16" 1-3/8" 12" AJur inum 6063-T5 rrlin. 3/8" 0.063" ' 12" A36 Steel 3/8" 0.M., • 17' Steel Stud Gr. 33 min. 3/8" 0.045" 18 Get ' 17' 1/a" 410 SS CreteFlex Un routed CMU, ASTM C-90 2-1/2" 1-1/4" 1Z' Concrete min. 3.35 ksi 1" 1-3/4" 1Z' (1/4" Sleet' Utreoon `> Concrete rnin. 2.85 ksi 1" 1-3/4" 17' Concrete rrin. 2.85 ksi 2-1/2" 1-3J8" 12" Unarouted CMU ASTM C-90 2-1/2" 1-1/4" 12" 5/16" Steel Ultracon Concrete mn. 3.5 ksi 1-1/4" 1-3/4" 1Z' Grouted CMU. (ASTM C-9D 2-1/2" 1-34' 17' - MIN. OF S 1 MKEAUS tfEYUNU I HE Mt IAL SUBS I RA I E. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. �1/4" MAX SHIM T INSTALLATION NOTES: } 1X WOOD BUCKSTRIP, 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND \ \ I SEE NOTE 2, THIS SHEET EDGE DISTANCE LIMITS. �— ° • • • • • • • • 2. *odb B�U,1CR#DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL CONCRETE PER* • • • •TH K S�,1jj��S LESS THAN 1-1/2". 1 X WOOD BUCKS ARE OPTIONAL IF UNIT CAN EMBEDMENT • ANCt�R • • • �BE�tV;ALL QDIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS REQUIIWMENT • • • • •"2Yi ARR 1-1/2" TWHICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF • • • • • 000 • • • WOIDDSUC9%TO BE ENGINEERED BY OTHERS OR AS APPROVED BY • • ° AUTHORITY HAVING JURISDICTION. INSTALLATION I EDGE TYPE F Y� TYP. ANCHOR TYPE, EMBEDMENT 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE DISTANCE AND EWE DI-!�TWfE PER • • • • • TO PROVE FULL•SUPPORT TO THE WINDOW FRAME. SUBSTRATE, SEF, TABLE 9, TH1431-I&I • • • VERTICAL SECTION D-D • • • • • 4. IF AF;LICABLF, LaWER DESIGN PRESSURE FROM EITHER WINDOW OR • • • • • • MUALIONNOA ApPU9S TO WHOLE SYSTEM. • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • Material Min. Fy Min. F„ Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Bco U1traCon@ 155 ksi 177 ksi 410 SS Ek:o CreteFle& 127.4 ksi 189.7 ksi 6063-T5 Aluninum 15 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 1 33 ksi 1 45 ksi PRODUCT REVISED .v —Plying with the Florida Buitd®g Code Aa�cpt,mce No ExPirahc Date Uy-a NO CHANGES THIS SHEET. W 0 Co Y 0 LU y N 7 p (r o v O }U' N Z a1oR O CD m N M J a r W n LZ y Z LL ((s s J 0 "r2 = LLl 0 7 W u UUd o� O H ~ W y� S2 a (7 �aa rO Z Q Q CD 0 F Z LL g O O J F ® U) g I as Z Q U) H O z Z W ales O J w W r U X IL a o aNl 'sap .aauag / ANY LYNN I '% �`.• M/ tICENS, * : No.58705 %�O � Er (V4 ' .S!01 NAL e\ 01 A. LYNN MILLER, P.E. P.E.# 58705 FIN FRAMES ARE ONLY TO BE USED TYP. ANCHOR TYPE. 2X WOOD BUCKSTRIP INSTALLATION WITH GLASS TYPES 14 (PVB INSTALLATION EMBEDMENT AND EDGE EMBEDMENT OR FRAMING, SEE TYPE J INTERLAYER), NOT TO BE USED WITH TYPE K DISTANCE PER SUBSTRATE, I NOTE 2, THIS SHEET EDGE GLASS TYPES 5-8, (SG INTERLAYER). SEE TABLE 10, THIS SHEET - - _-- DISTANCE {.� 1/4' MAX ~-- I SHIM EDGE DISTANCE EDGE --�{ INSTALLATION �7 DISTANCE qJ1 2X WOOD BUCKSTRIP TYPE 1 2X WOOD BUCKSTRIP I OR FRAMING, SEE�OR FRAMING, SEE NOTE 2, THIS SHEET I I PRODUCT1 ,4h t A NOTE 2, THIS SHEET ceicnOyi�r Kh{h tfis FfaiJa TYP. ANCHOR TYPE, EMBEDMENT AND IU'IdgC&&1/4"MAX EDGE DISTANCE PER SUBSTRATE, ISHIM 6 1 SEE TABLE 10. THIS SHEET �� ! Er'1 I•L.L EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- 2-3/4" EMBEDMENT USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-71.. O.C. MAX. INSTALLATION TYPE L EXTERIOR 114" MAX SHIM STEEL SELF -DRILLING SMS (G5), SEE TABLE fl��10, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 107HIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET _11/4" MAX SHIM 1 EMBEDMENT I NO CHANGES THIS SHEET EXTERIOR `� \J VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION E-E Anchor Substrate Min. Edge Distance Max. O.C. Spacing 2-1/2" x .113" Box Nail Southern Pine SG=0.55 5/16" 5" 2-1/7' x .131" Corrynon Nail Southern Pine SG=0.55 3/8" 5" 2-1/2" x .145" Roofina Nail Southern Pine SG=0.55 3/8" 5" #10 x 1" Steel Screw (G5)" Southern Pine SG=0.55 1/2" 5" 0.093" Alurninu 6063-T5 min. 5/16' 5" 1/16" A36 Steel 5/16" 5" 0,045" 18 Gall Steel Stud Gr. 33 1 5/16" 1 5" INSTALLATION INSTALLATION NOTES. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW LL LL LL _ TYPE J �7 • • • • • • • C • • • EMBE�MENT AND EDGE DISTANCE LIMITS. I� LYN11 / /" �� EDGE DISTANCE • • • • • • • • • CHMENT TO METAL, THE L MEMBER SHALL Material Mn. F, Mn. F. \ N i • • • • • • • • • • • BE pF A SIZEFOR TO PROVIDE FULL SUPPORT O THE WINDOW FRAME Steel Screw 6063-75Aluminum 92 ksi 16 ksl 120 ksi 22 ks1 •t`2`�'.10ENSE' /�� • TYP. ANCHOR r'i� EN 1 1EN� • • • • • • • • • • 3aiAPPLICABLE, LOWER DESIGN PRESSURE FROM EITHER A36 Steel 36 ksl 58 ksi 56705 ' EMBEDMENT AND EDGE DISTANCE P R WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Gr. 33 Steal Stud 33 ksi No. SUBSTRATE, SEE TABLE 10, THIS SHEET t of VERTICAL SECTION F-F • • • • • • • • • • • • • gyp' •. ��; • • • • • • • • • • • • • • • • • • • 'r/11111111\\\ A. LYNN MILLER, P.E P E # 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE -. NOTE 2, THIS SHEET INSTALLATION TYPE M EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" EMBEDMENT CONCRETE/CMU PER ANCHOR EDGE REQUIREMENT DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET FIN FRAMES ARE ONLY TO BE USED WITH GLASS TYPES 1-4 (PVB INTERLAYER), NOT TO BE USED WITH INSTALLATION GLASS TYPES 5-8, (SG INTERLAYER). TYPE N -- EMBEDMENT If 1/4" MAX SHIM _ EMBEDMENT 1X WOOD BUCKSTRIP, SEE ��Jl 2X WOOD BUCKSTRIP NOTE 2, THIS SHEET 11 OR FRAMING, SEE NOTE 2, THIS SHEET �1/4" MAX I`` v P. ANCHOR TYPE, EMBEDMENT AND SHIM -fl EDGE DISTANCE PER SEE TABLE 11, THIS SHEET SUBSTRATE, INSTALLATION TYPE M USED FOR ALL SIDES OF EID ARCHITECTURAL DISTANCE SHAPES @ 11-7/8" (/�� III O.C. MAX. T ICON I NSTALLATI EXTERIOR 1/4" a MAX. SHIM PTEEL ILLING TABLE 11. THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET r1 W, MAX SHIM 1X WOOD BUCKSTRIP, ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. SEENOT "ET• • • • NGRQUjED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS L F PES APPLICABLE. • NNSTALLATIpN NOiEG • • 1. USE ONLMANMiO•S LISTEN OINTHW SHEET•FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1r2" 1X WOOD • 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 • •APWW)JED BY A�)jl-�)RIV ji&VING JURI•SDICTIOW. • • 3. FOA ATTACHMENT TO METAL: THE STRUCTI�iAI�MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE • •WINDOW FR/kMEP • • • • • VERTICAL SECTION H-H • • •` • • • • • • • • • 4. IF A IPPLICABLE,LOWER &SIGN PRIMeRE FfIOM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �- v VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION G-G EMBEDMENT I �III� I EDGE DISTANCE CONCRETE/CMU PERANCHOR REQUIREMENT EXTERIOR V Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. Spa cin #12 or #14 410 SS Screw Southem Pine SG=0.55 9116, 1-3/8" 6.2" Aluminum 6063-T5 r1in. 3/8" 0,063"' 6.2" .A36 Steel 3/8" 0.063" ' 6.2" I mn. 318" 0.045" 18 Ga 6.2" #12 or #14 Steel Screw(G5) Southern Pine SG=0.55 9116' 1-3/8" 6.2" Alur inum 6063-T5 min. 3/8" 0.063"' 6.2" A36 Steel 3/8" 0.063" ' 6.2" Steel Stud Gr. 33 min. 318" 0.045" 18 Ga ' 6.2" 1/4" 410 SS CreteFlex Lkqroubed CMU, ASTM C-90 2-1/2" 1.1/4" 11.6" Concrete min. 3.35 ksi 1" 1-3/4" 11.6" 1/4" Steel 111Vacon Concrete min. 2.85 ksi 1" 1-3/4" 11.6" Concrete (min. 2.85 ksi 2-1l2" 1-3/8" 11.6" llrt routed MU ASTM C-90 2-1/2" 1-1/4" 11.6" 5116" Steel llltracon Concrete mn. 3.5 ksi 1-1/4" 1-3/4" 11.6" Grouted CMU ASTM C-90 2-1/z" 1-3/4" 11.6" MaRrial Min. F� Mn. F„ Steal Screw 92 hi 120 ksi 410 Sc 90 kW 110 km Eko UtreCorS 155 ksi 177 ksi 410 SS Eko Cr.WFle>I• 12T4 ksi 189.7 ksi 6063-T5 Alurrireen 16 ksi 22 kW A36 Srel 36 ksi 58 ksi G,. 33 Sorel Sled 33 ksi 45 kW PRODUCT REVISED u -Nyi q -th ON Florida Biefdio6 Ceek AaoepOmce ..spiaeti0n Deft �� By Miazni ede Pradlxt C•Wr NO CHANGES THIS SHEET. > - a U) a, r O an o K 3Jo0 � O Q O N Z h LL N U) Z a n o Z LL 0 r i o J xo�0 = W � U U_ W 00 LU Z m 7M7 Lu O Z p�j o U O F. g LL O J H O O rn Q Z Q Z J alo'S O Q Q w O Z r O X Z U- LL a ailii sap s ,ias \\\\\luurrlii NV LYNN M/((�P * No. 58705 * - ��-, SATE OF rL�� Nam' S/ONAL \E A. LYNN MILLER, P.E. P.E.# 58705 TABLE 12: Item PGTPart # 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 I.G. Glass Beading Alum. 6063-T5 6a 4270 1 Installation Fastener Cover Alum. 6063•T5 6b 4224 InstallationFastener Cow for Cunes Rigid PVC 8 4267 7/16" Lami. Glass Beading for Curves Alum. 6063-T5 9 4269 I.G. Beading for Curves Alum. 6063-T5 10 70589C Gasket (at 90' comerjoints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 12 61308K Foam Beading Tape 13 Dow 791, 899, 995 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. 3116" x 1-3/37 x 4" Neoprene, Duro. 85 +/-1 29 76X1 14FPD #6 x 1-1/4" FH SMS (Curved Beading) Stainless Steel 30 781PDX #8 x 1" Quad PH SMS (Assembly) Stainless Steel 75 Kommeding Kodispace 4SG TPS See this Sheet for Materials 76 Quanex Super Spacer nXr 77 lQuanex Duraseal Spacer 78 1 lCardinal XL Edge Spacer ALL CORNERS TO USE GASKET AND/OR SEALANT 1J L ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90' CORNER FRAME ASSEMBLY / / / / EXTERIOR EQUAL -LEG FRAME FLANGE FRAME 2.784" + 094" III .074" r .062" 1.875" I .438" 1 .500" OFLANGE FRAME 2 784" .094" �.0741" r .062" 1.375" 1i 500" .f38" I —�-�f — .05I0".a.00a OEQUAL-LEG FRAME 2.784" 094"—a1l-�- 4 .074" 0 1 375" 1 .500" r 438" I } T .050"` — 1.125" 077" L OFIN FRAME I1 .9�70" II�� .346" 1.� .875"37" .9�70" `y� 1 � .346., � .875" II II 8J75"�il 'I 00�— .050" r~ .050" 050 j'�— .01151101, 1001 Ili11 .050,. O GLASS BEADING O BEADING GLASS O FASTENERNICOVER O FGLASS OR CURVES O FOEADING R CURVES HOT -MELT ALUMINUM DESICCANT FILL SILICONE BUTYL POLYISOBUTYLENE STRUCTURAL REINFORCEMENT SEAL 5116" NOM. POLYISO- 1/4-NOM. 3116"NOM. SILICONE 5/16" NOM. BUTVLENE WITH STRUCTURAL BUTYLq SEAL DESICCANT SILICONE DESICCANROLL-FORMED FOAM WITH FOASTAINLESS STEEL EXT.GLASS DESICCANTEXT.GLASS EXT.GLASS EXT.GLASS � INT. GLASS INT. GLASS INT. GLASSNT.GLASS 75 4SG IISPS76CE SUPER SPACER® DURASEA77 SPACER 78 L° XL EDER TM II ANGLED/CURVED �f FRAME ASSEMBLY / EQUAL -LEG FRAME • • ALL CORNERS TO I • USE GASKET I • AND/OR SEALANT • • •• 1 W• —FLANGE FRAME MVt•)D F&1P WITH I&P;jOR• • EXTERIOR • • • AIPCrXTERICJ2 FRAME WFjDS • • • (SIeOW 1) OR SORNW KGYS AT • • • • • SOREVVBOSSED. SEALANT Ai ALL SORNERS • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS FOR FIN FRAMES ANGLED/CURVED FRAME ASSEMBLY EXTERIOR lcn MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS NO CHANGES THIS SHEET. s W z C0 Y > w a a7, � O a, o 0 Ci N N ~J W N n U) J K Z LL O a h Z LL � ^ i W Z w (q x, °Jv n = W r Q F_ Z ®a U' U) ov W o> u Z W Z o Z rn o U O W O WO g Z Z laays ® U) Z O U) O N z Q17 Z_ ~ alo 5 Q o O X w LU ene X O 5 LL m Q- 3,I * 'r No. 58705 0 ST TE 'F eU S' A. LZ�1bYrNILI"�, P.E. P.E # 58705 1' M IAM I-DADE MIAIVII-DADE COUNTY M', PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) vvrvw.miamidade.eov/economv PGT Industries, Inc. — (1070 Technology Drive it North-Venice,=FL 34M SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) 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. 0 IffigNiPTROK, 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 06/19117, 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 e • to o : ci • • state' • • • p � 4C' g ,. h'� .' model/series, and following statement: ".Miami -Dade County Product Control Apyr v":, unld*s%dtArwise....;. noted herein. ...... . RENEWAL of this NOA shall be considered after a renewal application has been "81.and ftredU beerf • no change in the applicable building code negatively affecting the performance of this product. 0 • TERMINATION of this NOA will occur after the expiration date or if there has Wa revisian•or.dhange...... in the materials, use, and/or manufacture of the product or process. Misuse of this•AI©A•as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this 119,4..e ailure, • • • • to comply with any section of this NOA shall be cause for termination and removal:)f WA. ;....; ADVERTISEMENT: The NOA number preceded by the words Miami -Dade •County,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 r—ei&es NO X 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 Jorge M. Plasencia, P.E. milli 10 NbA No. 17-0630ri MIAMFDADE COUNTY % Expiration Date.- May X, 2021 APP royal Date, November 09, 2017 P Dm.ro,.. ._-_ Page 1 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, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. 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) 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 clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and with FBC 611 Edition (2017), prepared,by rganufaet+gryp date4. 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. '..' .so ...... .... ...... D. QUALITY ASSURANCE """ • 1. Miami -Dade Department of Regulatory and Economic Resoure e. tAER). • • •: • ...... .. . ..... E. MATERIAL CERTIFICATIONS .. .. . .. ...... 1. None. •••••• •� . . . . ...... foe 0 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 E - 1 t PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51b Edition (2014) and FBC-6`h 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 manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. • • •••• •••••• • • • • •••••• see**000000 •••••• • •••••• • • •••••• •••••• •• • ••••• •• •• • •• •••••• • •••••• • • •• • • •• • • •••• 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 low SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE OPENING WIDTH FOR VERTICAL MULL MULLIONS I / SEE DETAILS A-D,GN: SHEETS 24 GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHES To BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS INSCRIBED INE HAVE BEEN TESTED AS "FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL RECTANGLI AR NOT HAVE A OAP OF MORE THAN 1/4" FROM THE CLIP. SHAPE SEE DETAILS IIIk 11 / 1 \ DETAILS, SHEETS 24 I - 1 A TFRU G; SHEETS 24 ( OPENING VERT. HEIGHT MULL FOR LENGTH HORIZONTAL SEE DETAIL E, MULL SHEET3 FENESTRAMON PRODUCTS MAY BE OF ANY TYPE. MUST BE / III MANUFACTURED BY PGT. \ /SEE DETAILS MORI2ONTAL A-0.O,H; LMULL SHEETS 24 LENGTH HORIZONTAL MILL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.U180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS_ 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE. LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND LIP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS! FTL-6443; ELCO ULTRACON/AGGRE-GATOR NONS 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHMEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT'I FOR THE OPENING USING THE ASCE-7 STANDARD. GENERAL NOTES ............ _............. 1 INSTRUCTIONS.................. _... ....... 1 ELEVATIONS ............. ......... 1 MULL TO ?X WOOD........ ........... ..... 2 MULL TO 1 X & MASONRY......_...... 2 INSTALLATION NOTES ....... ........... 2 MULL TO MASONRY ....................... 3 MULL TO STEEL STUD ....... .......... 3 MULL TO MULL ................................ 3 ALTERNATATE CLIPS ................... 4 BAY MULL INSTALLATION ...... _...... 4 1 X 2 X .125 MULL SPECS ............... 5 1 X 2 X .375 MULL SPECS__ 1 X 2.75 X .375 MULL SPECS.._......7 1 X 2.75 X .68 MULL SPECS ............ 8 1 X 3.125 X .500 MULL SPECS........9 1 X 4 X .125 MULL SPECS .......... .._ 10 1 X 4 X .375 TUBE MULL SPECS.... 11 1 X 4 X .375 -P MULL SPECS...-... 11 1.2.5 X 3.188 X 265 MULL SPECS...12 125 X 3.25 X .100 MULL SPECS..... 13 1.26 X 325 X.624 MULL SPECS_..14 1.26 X 3.94 X .624 MULL SPECS..... 15 2 X 4 X .25 MULL SPECS ..._........... 16 2 X B X .25 MULL SPECS ......_.._.... 17 126 X 2.11 X .125 MULL SPECS_- 18 30' X 325 BAY MULL SPECS......_. 19 45- X 325 BAY MULL SPECS......... 20 MULLION & CUP DIMENSIONS_- 21-23 EXAMPLES 1 & 2........ ................ _.24 LOADING EXAMPLES— OPENING WIDTH� (--140RIZ MULL LENGTH--1 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 'I LENGTH I"_— � � �, 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR' OR "TRIANGVLAFYTRAPEZOIDAL'. / OPEMNG 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT2) FROM TABLES to THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING HECHT THE MULLION TYPE. LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE OPENING MULL �' f' HFOR p {vERT. MULLION CAPACITY (LBS/FT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FP) FOR THE OPENING OBTAINED IN ORI HEIGHT LENGTH MULL 1 r LENGTH STEP 1). L I 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE _J. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET10 ATTAIN THE FULL MULLION CAPACITY. OPENING WIDTH • • • • : 6 IRON THE AYCH61 G4PAG�Tv (LBS) TABLE ON THE. SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL ) OPENING Wlf • ANO11IVVSMBS•RA*E/AiWCHPR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR FOR VERTICAL MULL CAPAdITY % MET. • • • • SEE CORRESPONDING DETAILS MULTIPLE MULLIONS• 000 7) IF*fAE MULLION CAPitGTt RBSIFm OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSlFP) FOR THE FROMFIGURE 1 ABOVE. OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS CODES / STANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION • • • • • F •2014 FLCRIDA BUILDING CODE (FBC), STH EDITION • • 8)VIlRIFY iFEOESIGN PgESSURF•RATING (LBSIFT') FOR THE FENESTRATION PRODUCT 70 BE USED AND COMPARE WITH THE FINAL MULLION •ANSIIAF&PA NOS-2015 FOR WOOD CONSTRUCTION • • • CAPA(9ITV (LBS/FM OBTAINED ROR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION -ALUMINUM DESIGN MANUAL, ADM-2015 • • • • PF•3 U�CT • EM :Y. • • •AISC 360-110 • • • • • 9) HJTII•LIGH3 91PTION tj%ANS JALE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED as comp)ying with the Florida Building Code NOA-No. 17-0630.01 Expiration Da"• 05/26/2021 ��`. •''`10ENgF'• ��C No. 58705 * - TE so "' S/ONAL EN�`� A. AN MILIA 9,'0.E. FL P.E.# 58705 tl�Ms � DETAIL A: DETAIL B: MULLION $ LLO MULLION TO 2X WOOD BUCK "" LL ON MULLION ATTACHED TO 1X auc srwP rvP. ANCHOR OR WOOD FRAMING WOOD BUCK AND MASONRY AND SEE SEE PER SUBTABLES 1B-13B gT(ACHMENT c (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, SEE NOTE 1. N MULLION SHEET 1. L) Z �3 LU 'I 1 -a JI MIN 2TKSI .',.'. E➢GE IL O = SEE ETS 21 A FOR HOLE a \ \ CONCRETE OR CMU I SEE 3 E TABLES J (n EITHER THE LOCATIONS a STANDARD O - • f ° I EDGE DISTANCE 1 B-13S N im OFFSET MULL o DISTANCE a I \ FOR MASONRY lil Q nO D CLIP MAY BE / mEDGE \ ANCHORS p ~ INSTALLED BY a, I I s EOR N1vs�'( 1 SIDEVIEW a= Z M W THIS METHOD. a ~ 250'MAX FOR <d d° i-- O 0 e , ALL MULLIONS • EITHER THE E- Q OFFSET MULL Z b 6 9 3: CLIP MAY BE w Df g O e a V ° INSTALLED BY F- e Z e EXTERIOR THIS. ETHOO. y Q U) d EDGE • d a DISTANT G a \� a Z Z O Q N • d F_ Z ° MASONRY e. Q F_ ..Z W (O THE OFFSET CLIP IS ANCHORS a N Q 13 "p "p r RECOMMENDED FOR a J m E FIN"FMMED cn Q EXTERIOR WINDOWS. BUT MAY Y Y ALSO BE USED FOR 9 ® y (n 1n OTHER FRAME TYPES. = U Z Q gI Z�0.0 1 TYP. ANCHOR TYP. ANCHOR PER SUBSTRATE. —jj PER SUBSTRATE, SEE TABLES 15-168 SUBSTRATE SEE TABLES 1B-168 EDGEEND DISTANCE SEE TABLES EMBE�MEXT _ euCKETRII 18-138 AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. - - 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 REPR6�WATjpN • • • • • ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR/TO ANCHOROISTAYQE, T:s • • • • CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO TH& m LES OM THE • 000 • FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET PiFOMAY BE0JSEE. • • • •• • • • • ••• •• • • 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. •• ••• ••• ••• • • 5) FOR MASONRY APPLICA-IONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE OOUNTY APPROVED • • • • • ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS_• • • • • • • • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • _. ANCHOR / PER SUBSTRATE, / SEE TABLESIO-13B o U It PRODUCT REVISED ' BUCKSTRIP AND ATTACHMENT aS complying with the Florida Building Code NOA-No. •17-0630.Oi BY O 1 SEE NOTE 1, EMBEDMENT OTHERS Expiration Date 05/26/2021 SHEET 1. By • Mlaml: a roduct Control MN 2.7 KSI CONCRETE OR CMU FRONT VIEW 1 t,1t II I11/II * ; NO.58705 ' ��Q• STAl; A. LYN�i }1i1+L1LER, P.E. FL P.E.# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) I I I ERHER THE I STANDARD L OFFSET MULL j 1 INSTMLED BY r�i II DDP MAV BE I I THIS METHOD \ I EXTERZI EDGEDISTANCE FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1 B-13B ° EDGE DISTANCE FOR MASONRY ANCHORS s THE OFFSET CLIP IS RECOMMENDED FOR FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR PER SUBSTRATE, '? SEE TABLES I11-138 TYP. ANCHOR —PER SUBSTRATE, BUCKSTRIP SEE TABLES 15-138 � AW ATTACHMENT BY OTHERS, • .. SEENOTE I, , SHEET 1. . EDGE DISTANCE SEE rABLES MIN 2.T KSI CONCRETE OR CMV MN 2.7 KSI CONCRETE OR CMU 1B-13B FRONT VIEW SIDE 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 QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES 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, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DAflL•COlNR1' APPROVED • • • L--" ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. • • • • • • • • • • • • • • • • OIE VIEW • • • • • • • • • • • • • • • • • • • • EXTERIOR •• ••• ••• ••• • • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL E: --1 -12SMK MULLION TO MULLION INTERSECTION 1 (U-CLIP) vAR Es TOP VIEW VARIES c— LINTERSECTION ULLIP 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. 1123TEELSCREWS, SELF-DRIWNGORPRE-0RILL MULLION AND USE SMS v MULLION EXTERIOR SEE SHEETS 21-23 FOR HOLE LOCATIONS EDGE DISTANCE SEE TABLES 1 B-1.18 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) TYP. ANCHOR PER SUBSTRATE, AICME. C$EE TABLES IB-13R SEE SHEETS 21-23 FOR HOLE LOCATIONS STEEL STUDS THINNER THAN AND COMPLIANT WITH THE FL BUILDING A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. SIDE VIEW yN a PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 17-0630.01 Expiration Dat• 05/26/2021 EDGE ``NY DISTANCE YYY.LYNAI SEE TABLES `�� ,,,o.. NM No. 58705 .•� v i dANEK7-< S/O N A.LX,f�I,}Q�j�,�IRM�.E. FL P.E.# 58705 DETAIL F: DETAIL G: DETAIL H: FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) SEE DETAILS Ad, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. INTO WOOD, STEEL, STANDARD CLP TO BE ALUM, CMU OR MASONRY MODIFIED INFIELD. \ "" ` ....... \\\y\ EXTERIOR (D ® 0 INTOWOOD,STEEL. ALL OR MASONRY EDGE • • • e • • �— •• DISTANCE- PERANCHOR • • • • • • • • • / / NOTES FOR INSTALLATION OPTIONS R • • • • • • • • • •• ••• •• • • • •• 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26- X 2.11- X .12S' MULLION. 2) SEE TABLES 1 B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS, • • • • • • • • 000 • • 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • e • • •e• • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • DR 46' MULL O O O TOP VIEW TYP. ANCHOR PER SUBSTRATE, / SEE TABLES 15B OR 186 EXTERIOR 2- X S' ANGLE CLIP. 2 PER MULLION END, MUST BE INS. ALLIED INSIDE OF BAY MULL. NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MUWON END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) Ut FAIL G: SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 3) DETAIL H' SEE TABLES 15B OR 168 FOR ANCHOR QUANTRIES AND SHEET 22 FOR HOLE LOCATIONS. PRODUCT REVISED es eomplylny with the Florida Buiidiny Code Non -No. 17-0630.01 G Expiration Date 5/26/2021 By NMlaml-D�L! W Product Contra a K U� Z IN \\\aoNY LYN,y ' * : No.58705 �6 =Wj 0 /0NAL EN\0" 0- A. ANIPA LLt, P.E. FL P.E.# 58705 I ABLE I MulYon Capacity TAIA6 Opening Wld•1(for wrticallyepenring mtAom)or Opening Helght(for ho imr0aly-9perrunp mLii0 ) 50 in 60 in 70 In 80'n W in 100 in 120 In 140 in 160 h 1 2 Rec WW Lcedrq TdprI161M Lo.dnO Pemenp 1. I-*" Tr*Tdan6 Loadlg Rectan91l.r Load.9 T,.pM.V. Lc.&V Reot.n•rer Ll ft Tr.prfMllg Loedhp �9tw Lo.d,g 71�r'd.n9. Lo One Iteon 0. Le.dh10 T Pr7dn19. Le.dn9 R.c1AnWla Loadne TOprfd[nB. Loadn9 R..t..V.r Lo.Z, TnVTsH r9. L-OV RwtMmn er LoedYy Tdp/Merp. L dnB X X.125 Alum Tuba Mullion F �_ ��ga FE Sg_�,l�� e �� a =a g �� t °gg� yPg _�■ k'_ •�� F '�c Fa +��g� �' a n ��p g•_ a5�r �° _ �$ � '_ �g� t�. ��g 3i'_. fig# F �` P_ �#s�[ .F S �� -f S� ag f S �� ,. S�_ gg�g2 E' 9� fig• S$ �9� FYg 6_ ��x Lg'_ 5� ¢}+� F �� F_ S � s x��` T' g S e_$ cS• 42-In 111.9 406 129.5 332 93.2 408 7155 325 79.9 409 107.8 321 69.9 408 104.4 319 62.1 40e 104.0 319 55.9 406 104.0 319 46.6 40e 104.0 319 39.9 408 104.0 319 35.0 406 104.0 319 {8In 74.0 312 83.8 258 624 312 73.4 252 53.5 312 57.0 248 46.8 312 812 246 41.8 312 81.3 2N 37.a J12 61,0 244 3/.2 312 61.0 2M x.e 372 61.0 244 23.4 312 6t.0 2H fi3.1 251 7016 234 53.2 251 51.5 228 45.4 2B1 55.7 224 N.9 201 57.1 222 3i5 281 60.1 220 31.8 211 49.3 211 -1 2M 49.3 219 22.8 281 49.3 21B 20.0 261 49.7 219 52,6 247 57.5 W7 43A 241 49.8 202 37.6 247 44.3 199 32.9 247 41.5 195 29.2 247 30,4 1B4 26.3 247 1i4 191 21.8 247 Je.1 797 te.B Z47 3e.1 1B3 16.4 247 76.1 193 o36.4200 41.2 170 320 100 SSA lee 27A 200 31,6J180 27.3 Z00 27.1 159 1B3 200 2SB 157 18,0 200 25.0 t33.1 F72 101 35.3 153 27.6 161 30.3 152 23.7 161 2e.9 U9 20.7 7B7 24.5 /46 16.4 181 22.0 444 18.8 te1 21.7 143 28.8 165 30.9 142 24.0 fey 26.1 139 20A f06 Z7.1 136 16.0 165 21.0 134 M.2 Ull 23.3 120 18.6 139 19.0 11[ 15.9 Me 17.5 116 79 n 18.9 125 19.7 109 15.7 125 1e.e 107 1 78h 17.3 17s 1e.2 104 TABLE 18 Anehor 9ub.X.te: 271, Cwxrela CaPacItY 3.5k Cane. Table bs PT Wood MNaI Hokow CMU FMdm; Y16' Eko tl4' SS Eko Y1W Eleo s Ek f/4' Se Eko B/0 9teN C2 9Lerl B12 St W Archor Type 9/18' Eko Uloacm 17P Elep lBVacm MVatal Y1G Eko lllbmon 7/4" Eko UAncan A99nGalor U[rm.n AOpeGelor Santo I" S_ (CS) 9cma (G5) Anchor Clip PattOMA 1' 2-17 1' I-7? 3-t19" 1° 2-1R' 1" 2-1? Y 31/B' Y a4a" a51' 0.324' Et•. of-M.-0n) Embedmm(hl: 1-3/4^ 1-3/4• t-3/4' i-lf 2 i-714' 1-i/P 1-111 1•iN" 1-114 1-0/f Y 1.3/B' 1-361" eerie[ 2 AWa 0 4.75- Min. O.C. / 9bnead 7 OQ.m C11p (F1p, 1) 390 Bn 390 b 450 On 890 ba 1844 Ou 270 ba 2801ba J541m 7101oe 37/ Ibe 6& Ibe 946 be 341 a I Pon 550 9s 4 AMhm 0 1.15' Min. O.G I SWW" (or 06 ) UP (F!9. 2). IBo Ito 700 b WA WA WA WA 380IW WA N/A WA NIA WA 6815n a950a 1720 be 4 Archon ®3" Ben. O.C. / (2) 2x5 AnOk C6pe / (F.9, 37 7001be 780 Br BBG 6a 1560 109e R. 540 0w 580 P. WA 160 lb$ 748 Ito 8B0 Iba le92 07. t2121- 9B5 lb, 1121 kp 2 Amhar. ®0A5' 74in. O.C. I ULllp, Into 125" Aprtn. (F9. 4k WA WA WA WA WA WA WA WA N/A WA XIA WA WA NIA its Ibr 1 lVwbar / F 71, (Fl9. 5Y 195 ks 7951be '125 ba M5 Ito 822 b 135 Ito 1b be 117 be 370 P. 1, IAA 3321 W 473Ibs 1701b. 221 lb. 280 lb. 2 Ambm. Q 1.15^ Mn. O.C/ F-CII (F10. e4 2401ba 350 b. WA _ WA- - -- WA- -- WA .^ • 790 Gt^ WA WA NIA WA WA 3411b5 M216a 5601bc NOTE: I-UH IHt U"- EI u ,U c Inc-vicnn..-1n,I-I ..,...,.�..,.. ..... ..,____..--...__..-.-.-._ _-... MF_14T FORMULA: (DR-) 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 MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2: TABLE NOTES: 0 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- -, 1.000' �- 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 11 3. RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' u 0 • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL FIGURES SNOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. •• ••• • • • • • •• 4) S t CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED .125' t • C R � O U T ( SHRLjCONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED SHALL SE 6063-TS AND BE A MINIMUM OF 125" L FIGURE 4: FIGURE 5: FIGURE 6: {I 'I W ^�VREt� • YELI&O N AN F 0.55. ALUMINUM • • fWaK. STT£IeSTUCe TOW A441N GRADE 33 AND .D45" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST. 125'THICKAND A36.ALL ANCHORS MEZASWILL EXTEND AT LEAST 3SCREW THREADS BEYOND 1' X 2" X .125• MULLION me • II II II � THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY MAYBE STEEL, 16.8 S.S. OR 410 S.S. •• • • • • • • • • • • • • • • • • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • D _ F 0 03 � W PRODUCT REVISED a5 eomptying with the Florida Duiiding Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 sy Miami-D Product Contro `.�apNV LYNN �` �'�•.•' LICENSE !Ll�Clt�il ? * • No-58705 AO STATE Fr 7(V�C/: ''•F�ORIDP,. •'' ��. 'ONAL 1E A- L4F1 AV IM61i, P.E. FL P.E.# 58705 I Htl LC LH Mullion Capacity Table %W Opening wkith (tor martically4pamlrlg mYons) or Op/x11ng Height (Tor honmorbly sparring mUlon9) 501n 6) In loin Bo In 90 in 100 in 120 In 740 in 150 h 1 1 2 x 'S RaamWW Loading TF WTrWU Loading RectmMul Landry Tap/7dalp. Loading Reetmgular Loading TreWTNrp. Load ReMrpW. Loedkp TaWTd g. Lovdklp Rvclan9ulnr Leading Tr-v twerp Rcotan90ar I-o>are TRPTron9. Landry Reatngdar Loading TraWTdarp, Laadrp Rectan9dp Lovdbp ha�TAerl9. Lovdaq Rvaleyuar Loading Tnprllanp Loving .1 Alum. Tubs MuMbnAl F fi L b P _ �• .`s�gy _ �_ S Z' _ �•_ n £ _ a6 8g �e a F '�� _ agrc �• L' �{'.. a A is _ 9 �' 42 in 170.0 e20 170.0 435 151.3 662 IM0 478 129.7 662 17QD 506 /136 662 789.5 519 706E eel 1689 517 101 BS2 t6B.B 517 75.] 682 1688 51T B4-9 862 IBBB 617 58.7 662 1Bd9 51] 48 in 121.8 507 136.0 419 101.4 507 119.2 410 86.9 50T 109.7 403 7a.0 SC7 1028 399 67.8 507 9B.6 3B7 868 507 89.0 398 667 W7 99.0 396 431 507 99.0 388 38.0 507 99.0 3B6 60.6ZSm tW.7 4S8 1t4.6 379 564 455 994 371 74.1 456 90.6 364 64.8 458 846 360 575 46S '81.3 367 51A 456 800 356 432 456 .0 366 37.0 466 80.0 956 324 458 BQO 355 541n 65.4 400 933 336 712 400 80.9 328 81.0 400 727 322 53.4 400 87.3 918 47.5 100 61.0 315 427 400 62.3 3u 356 400 61.8 313 30.5 400 61.D 313 26.7 400 81.8 313 80 In 623 374 66.9 278 51.9 324 67.5 2M 44.5 324 51.2 264 389 3N 468 290 346 324 43.9 257 31,1 324 420 255 260 3N 40.5 253 722 324 4Q5 253 19.5 3N 4Q5 253 C 63 n 538 294 67.4 252 44.5 294 492r248 381 294 4J,8 Nt 33.8 3a8 237 239 214 37A 234 289 294 342 232 22/ 29d 33.5 230 192 294 334 230 16.8 294 334 230 B6M 46.8 268 49.6 230 39.0 2W 424 331 268 37.6 221 29.Z Zee 341 21A 260 286 J1.8 215 234 269 29.8 2Y1 t9.5 286 2a.0 210 16.7 266 Z7.7 1W 14.6 28e 27.] 209 72m 36c P25 31.9 iB6 30.0 T25 322 257 225 26.4 1B8 225 ?25 25.6 1&` 20.0 2S 23.5 1B2 1a0 II5 221 180 15.0 225 20.3 1T7 129 225 19.6 176 11.3 225 19,6 176 7e in 30.6 202 320 177 2S5 202 272 21.9 202 23.8 1]0 12 212 21.1 167 17.0 202 tB.] 18S 153 202 184 163 128 2m 16.7 160 10.9 202 169 158 9.8 15.8 15878 in 28.3 192 29.6 18B23.6 19Z 2S7.2 1� 710 182 71.7 182 19.7 ISB 757 192 10.1 157 1 22 192 tab 555 11.8 192 112 "1 111 192 144 1E0 a-9 182 14290 in 155 iH 19.0 128 15.q tat 18.t 86 Yn 162 127 15.6 113 H[ LC LO Anchor Capackv Table g4a S14alrate: 27k Comrete 3,1k Carty, 1 14a10w CMU 511B" Elco Y4' 66 Elac 5118Elco 910Stel 912S1eU 112fifesYlW Eko Ufrecon 114"EWv 181ra0n ulaoon 3/16'Eico Unman IW EIw tAbeealAneAofClipPabema r scmw(c51soave(Gs) screwlC5) Edge Oalaoce 00 1'2.17r :1" 2-Irr 3-1/8' 1' 2-iR' 1• 2-11r r 3-Irenar' 0.54' 0.324" EnEedmnl 9nj-r 1-Y4" I1vv 1-3/4" 1•1-114. 1-IM" mllr 1-1/P 1.1/4' 1-1H'1-Ya• I 1J/B" aa11. 2 Anobal8 0 4.75- Ma. O.C. I SlaMeN ar OBvet PIP 1�. 1T 3901W 390 fro 450 b NO Dr 16441W 270 /e 200IW 3541W 740b 37{IW 8641e341 fs4Anaban®1-1YMIn.00.l Stwldvrd ion OfveO Ob ¢ip. 2k 460 loa 7001k WA WA WA WA 300 fn N/A N/A WA WA0821v 8651W4 Ar Mni 0 3" Min O.C. / (2) &5 Argil Or" I (Fig. 3k 780 Ibe 780 fv 680by 15BO Wv 1896 fa 540 by 5a0 fa N/A 7801v 748 lbv D8016 652 14 83510v 11201W2 Arclwn 0 0.46' MK O.C.1 U.04% -.I2 A- (Fi9. 4): WA WA WA WA N/A WA WA WA N/A WA WAWA WA 7151W/AnaMr/F471D p-q sy la56e 1951e 225 /v 4451v 822 IW 1.n.4 fm 140b 7771W 370 IN 187IW 3321W1701v .11W 28016s 2 Amhan Q 1. F Min. O W FLOP (Fp- aY 240 t. 350 14 WA WA WA WA 1901v WA NIA WA WA WA 1 341 Its 4421e 5001v NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTEHN ANU ANLHOH VAL U-e ov 1 r,a a rnrvunrw 1,4.ir. (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 MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2- TABLE NOTES: �� • 1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. � ��" 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 2.000" • • HULjgTOyE WILLEQ IN THE FOLD F LL�LOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. o • FIGURiS SNOW SUCGESTE&, AJIPRQ4MATE HOLE LOCATIONS. L-375" ANGLE CLIP MUST BE USED IN PAIRS. • • 4) SSIiSTTdTES CONCRETSSHALL GUN FORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • CETCB OCK9JNI'P(CM'U) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED 7 FIGURE 4: FIGURE 5: FIGURE 6: • • YELCI SO I ERN PINE VSITHU F 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" MULLK)N 1"X 2° X • �� THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 945° THICK GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND .375" II • THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 188 S.S. OR 410 S.S. •• ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date BY /6L * No.58705 ISATT�E/� ";,,ONAL lE� A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 3A Mu61on Capacity Table (bsM3) Opening Y9ltlth (for NBrtcek-spanning muNo •) or Opening HefgM (tor r0 mrAWv-spaW rg rmAions) in 50 in 7D In 80 n 901n TOO in 1201n 1401n 1B0 In S0 RecEMWir heplhrg. RecnngO r TnpftenO.[17. hgdr Tn1p/71W. Fb.W*A r ThPrt -v Aslapdr TlwTd xq• RechnpAr hapRdarq. Loadnq Loadn9 Recfen9slr hL.6.0 Loadnq Loednlq RL.4.01ar TL-den9 Ladrp Lawnq RactAnq 7rapmlanq. Lwdr• Imdnq 1 x 276 x Lo dnq Loa9n9 Lwdn9 Loadnqdnq Loadlg Losdnq Laafng L.oadr• L_dn9 .376 Alum Tube a., B a gMulNon >^ _ _ L• _ n �� g <IC42h g g �"I �` cR 3 dd �afz 0 d 3 3� is 170.0 620 170.0 435 170.0 744 170.0 479 BBB 1700 508 1711.0 992 170.0 519 170.0 1116 170,0 621 170,0 1240 17ma 521 14a.7 1301 170.0 521 127.5 1301 1T0.0 521 111.5 1]Ot 170.0 521 tt0.0 roe tto.o u4 Imo e3o 17D.o 564 no.D 992 no.o wo +70.0 11Js 1To,B eet t51.e 1139 170.D en 136.8 1139 170.0 e9D 113.9 1139 170.0 8m 97A 1139 17D.o 610 85.4 7139 na,o e9D 46n 50.625nr7O..O 7Q 170.0 563 170.0 860 170.0 631 167,8 70Y2 170.0 W4 146.8 I= 170.0 rm 130.5 1= 170.0 747 117A I= 1710 756 07.9 IOU 170.0 73B BJ.9 10]2 170.0 756 73.4 1032 170.0 756 64n 797 171.1 812 111.1 907 170.0 89t 1362 807 164.7 730 120.9 907 f07.5 907 145.0 714 95.8 907 f11.1 710 $0.8 807 140.0 709 69.1 907 140,0r44 60.6 B07 1/0.0 IOB W n 735 757.E 625 117.8 T35 130A 61f t00.B 7]5 /18.0 b99 8B1 7J5 78.1 735 99,5 693 T0.6 736 95.1 57e 58.8 739 B1.B 574 50.{ 7J5 BIA 44.1 38.7 736 688 91A 75.9 574 41 63n mB 130.0 570 101.8 BBB 117.E 857 51.0 605 98-9 547 75.2 ON WTI 67.7 bee 93.9 631 60.9 BBB 79.8 526 50.8 1im 73.9 621 43.5 886 75.8 3J.1 0a7 62.T 4 1 66 in 6W 712.1 522 88.J 807 98.1 571.'75.7's807 85.0 501 682 6D7 50.9 607 71,5 486 53.0 B07 87.6 4a1 442 B07 e1.1 478 37.9 607 82.7 C j 72 k 510 QS.B 443 88.0 510 77.0 4J4 58.3 10 64.3 428 51.0 510 45.4 610 53.3 413 40.1 110 500 408 ]4.0 510 45.9 402 203 310 H.4 25.570 44.J76n . 107.4 45e 72.5 100 57.8 458 61.7 3712'{9.6 .4se 51.1 3B3 13.4 458 30.8 456 44.8 ST3 u.7 456 11.8 3B0 289 46e 37.7f3621 7.7 38? 24A 4S8 38.0 27.7 456 35.7 358 i 78 k1 84,2 436 67.0 Set 5J.5 435 SBA 370 45.9 /JS IBA 3wk2l.5 436 M.7 OBO 3S7 435 40.1 ]65 J2.1 435 3e1 351 26A 435 34.4 344 22.9 435 32.6 341 20.1 435 322 340 BOn 41.8 227 43.1 290 34.9 377 3e4 255 29.9 327 37A 2B0 327 28.3 T75 232 327 25.7 271 20.9 327 23.7 263 17A 327 21.0 252 14A 327 10.3 258 96 in 34.4 2B7 35,A 257 28.7 287 2A9 262 24,8 267 26.0 2/8•'237 23.1 244 191 201 -- 20.9 240172 2B7 19.J 277 14.1 22 22 227 247 205 20.2 227 203201 17.3 227 18.0 198 1 in 12] 215 22.7 194 18.6 215 15.9 215 10.6 1e0. 120 in 17.6 191 17.9 .87 TABLE 3B Anchor CaPacitY Table Ibs Subst.t. 27k Conoral 3.5r Com. l4ollm CMU FIN ed CMU PT Wood Mewl Anohr Type: SHE Eka L4beeon tl4' Eko Ulbacar &l8, Eka UI88coa 311E Eko Ulb.. lm" Eko ulbacon 7I1" SS Eko AOgrGaor SItE Elco Uaraeon i/4" SS Eleo AWredtel 810 Stesl 3ose (135) 872 Sfeel So- m) 812 Sted So- hi5) Anchor C6p PaCems 2-1? 3U8' i' 2-in^ i^ z-vr r 1iR' 7 0,4E 0.5P 0.324" EdOe Oktrlee (n): 1' btn" 1• 73/4 r 1-1/4^ 1-tA• 1-1/4" 1-ilt^ U1H• 1AM 7 7alE 1.3M" teas Embedmrd ink 2 Amhoa @ 4.75" MIn O.C. I Sanded r Obet Glp (R9. 1): 43/4' 390 b.380 1-314• b 1-14' 450 Wa B901bs 181d b no b 280 U.354 It.740 b 3TI Ib B641ba 916 ka 341 Ibs 4121b 560 b %. 4 Mchon @ 1.15- Min. O.C. I St-W-d Wolben Cup (Fig. 2). 4801bs 700 It. WA NIA N/A WA w im WA WA WA WA WA BB2 lb. 085 lb. 1120 11m IN 4 Anlhm @ Y Mn. O.C. t R) 2e5 An Cilpe / wv, ]7 TOO Ib8 790 b 6801bs 1590 m te96 b 510 b fieo lw WA 760 b 748 b BBO lba 1892 Its 882 [be B831b, NIA 715 b 2 Anchor @ 0.45' Mlrt O C. / l/{21p, into .125 AAm1. (Ft9, 1): WA WA WA WA WA WA WA WA WA 370 U. WA 18710s WA 3321bs WA 473 b WA 1 /O Ibs 221 Ibs 2m •s 1 Anchor / F-C P 0'i0. 5): 1B5Ibs 195 n. 225 Sa 445 b 022 b 1J5 b 1101bo 1771hs NIA N/A WA 3/1 IM d421b 590 b 2 A-@ 1.15" MIn. -1 1-- fij: 240 b J o b WA WA WA WA 1W IM WA WA-. AN mums CAPAI"n 1 7 --- (DP_) X ( ANCHOR CAP.,,,",,,,,,,` . ANCHOR CAP.- MULLION CAP.,,,,,,,,,, I USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRFSPONDING 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 AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES ASTHESTANDARD CLIP. .e CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: TABLE NOTES: --I 1.000" f-- 0 • t) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • 1)tINOR I� fERFU� TIN OMEMMULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: • *i. '•-., ''•• • 4UL4184 C MLtLII =IPSS OWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HgLES•TO&E �21L D FIE OLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23_ 2.760" 0 F• • HOLE LOCATIONS. • • 4119UREEIS- OW %JGGE6TEa, AWV45XIMATE I - ANGLE CLIP 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 FIGURE 4: FIGURE 5: FIGURE 6: YELLUT PINE WIT AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' •• ••• n N, TO BE�1 4 CCCCCC��RADE 33 AND THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT I t" X 2.75" X MULLION • • • THICK. Sd F L SI DS �11Mj1 .045" • • • LEAST .WS' THICS AND A36,7LL ANQ-10 INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND .375' 0 • • • THE MATERIAL. 7160 8 #j7 ANCjiORSjN7 WOOD MAY BE STEEL, 18S S.S. OR 410 S.S. • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying With the Florida Bulldln9 Code NOA-No. 17-0630.01 Expiration Data 05/26/2021 By i Miam a ro uct Control t ltl itltlll/ �.� aONY LYNIy,y 7,,� "LICENSE • �(� * No.58705 1!l O SATE F r'ONAL ��```�� A. LY ION fv hI ER, P.E. FL P.E.# 58705 FIGURE 3: O 11 • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: TABLE NOTES: I MDLC 4Y, Mullion Ca oIty Table be Opening Width (far 5erera9}•apeMrg mJfitns) or Opening HSight(for horimrt *spwvlirg mullions) 50 in 60 in 70 in SO In 901n i W M 1201. IIO In 150 b 1 x 2.75x RecaW. Loadrl9 T1a07daM, Leadnp pAolan�a Loadhp 7rap77dmlp. Loadnp Reddpea LaedmD Trepf111a1p. Loadnp Rachn•ear Laad1• TnpITMnB Lo9dlp Remapda Loadmp Trep791a19. L... AacfaglAr Loafing TilpTdag. L eirlp Raehn17 Loedtg T1Bp178arv. Loedn9 R-tem L1 Loadnp T Loadnnp. Loadn0 Rectanpd• Laadn9 TraO✓ITBsnp. W dinD A60 Alum. Tube_ M1ul9on 'yr gee uy r Dp r u y� S u ;_ uy P B u Farr �� o u u r u B De p 8B O y�j•_ B Dy `5 5� gY_ & Dv yb .5¢ B u �� _ �•a r'_ c} r u S:�bt q.,nr1_ Be uo 5a� B u,��. $E uy cj.; i7 ,��,, �a. o s� z u B� u 3 u ve D a_ u$ a o a u o r u 421n 170A 620 170.0 435 170.0 744 WOO 470 170.0 885 170.D SOB 170.0 992 170.0 619 17C.0 1116 170.0 521 170.0 1240 170.D 521 170.0 1488 170.0 521 155.7 1620 170.0 S21 138.E 1820 170.0 521 4S In 170.0 /Otl 170.0 524 170.0 NO 170.0 564 170.0 992 170.0 S30 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 OW 141.7 1417 170.0 680 121.5 1417 170.0 O80 706.3 1417 170.0 880 So.RSM 170.0 7Q B8 1MO 631 170.0 1045 170.0 854 170.0 1195 170.0 723 IQ$ 1205 170.0 747 146.3 1286 170,0 756 W.0 1286 170.0 758 10l.S 1756 1T0.0 758 91.4 1286 170.D 758 54in 170,0 797 50 170.0 Sin 170.0 1118 1MO 754 160.7 1130 1700B03133.D 1130 170.0 637 120.0 H30 170.0 as$ 100.5 17>D 170.0 881 86.1 7730 170.0881 75.3 1t70 t70.0 857 50In 170.0 8%915 1323 761 125.3 115 144.5 746 108.8 915 1323 735 97.6 015 123.0 728 6T.0 915 116S 720 732 B15 114.4 715 52.8 915 1MA 715 54.0 015 114.4 71563in 151.8 $30030 r17 W7. 138.9 W4 106.5 830 1232 Gal 04.9 830 IM2 670 $4.4 831) 104-6 OW 75.9 NO 994 OW 03.3 33O 94.5 00 542 8W "1 649 47.4 830 94.1 a" 661n 132.1 757 757 119.8 M. 01.1 757" IM9 624 825 757 757 96.1 St4 73A 757 69.1 800 eel T57 842 60D 66.0 757 71.0 10 472 T57 75.2 581 41.3 757 782 591 72in 101.7 830878 81.0 SA 72.7 638 jBO.t S70 63.S 722 665 636 06.5 614 50.9 SM 623 SOS 42.! ® 572 SW 36.3 We 55.3 497 31.8 636 552 197 76M 88.5 571 498 72.1 571 76.8 488- 0. 71 '07.4 479 54-1 571 00.15 460 571 55.5 434 43.2 571 61.8 458 36.0 571 Q.0 451 30,9 S7i 44.8 447 27.0 571 4{.6 M6 g TBM 80.0 542 63.4 474 66.7 542 70.6 165 57.1 512 32.1 455 50.0 542 55.7 44A 5/2 51.0 M2 /0.0 342 175 137 37.7 512 42.8 429 28.8 512 40.6 425 25.0 542 40.1 R7 go In 52.1 407 53,7 W 434 407 45.4 355 772 107 39.0 349 32.5 407 35.3 d2" 28.9 407 321 735 26,0 407 28.5 334 21,7 407 26.1 327 18.8 /07 u.1 322 16.3 407 230 319 96 M a.e 3Nt u.l 320 35.8 350 37.2 3M 30.7 US 32.4 3W 20.8 358 25,8 23.9 US 26.1 3W 21.5 156 24.0 286 17.8 358 21.0 2W 15.3 15a 182 2G 108 bl 30.1 203 30.8 255 25.1 283 259 251 21.5 ie1 ?2.6 217 78'a 243 19.9 16.7 283 18.0240 /6127,8 2B7 28.3 242 231 2"23,8 23S 19.8 267 20.6 235 17.3 207 18.3 15.4 257 16.3 213 1201n 00 20 22-9 208 15.3 229 18.6 205 15.7 229 16.2 202 FVSLE 4D Anchor Ca ae Table bs S.b.ftt 2-7k Conoleb 3.5k Cone. I Ib8 CMU R11.1 CMU PT Wood McSd -via. Eko VP 33 Eko Y78' Elco V4" 88 El. A10 SI-I a12 3nd $12 Sted Cfip Pattema Anchor Type 7116" Eko Uhaoon 1/4' Eko UMn URncon 3I16' Eoc Uhaeon iN" kko Ulb'acal AppreGalor U624an AppeGator S*T! ((M) Son 103) 8e2w (G5) Anchor Ecpe Wtmce Mk 1' 2-141" _ 1- 2-172 7118' I' 2-VC V 2-1r1' 2• }W 2' 0.48' D. 0.72!' EmOedmen19n7 1.YP 1JN'1 1-3/4" 1 14W 7 1-I/P 1-114' 1-1/4' 1-1N" I-1/P 1-11r 2' I've' 1-w vd. 2 Anchpe ® 4.75' Min O.C. / S14142M or Ohd Up (Fig. 17 3B0 im 3!)0 Bw 45016s 880Iba i8416a 270IN 2801be 3541a TIO Im 374 6x fi 1ba 946 e. 341 Iba 412 Ra 5 SBO be 1120 •e 4 Arehon 1.19 Min G.D. / Smrded (or Olbei) CND (Flp. 2T 4801bs 7009. NIA WA WA WA ]801a WA WA WA NIA WA 8621M B555 bs 11201b.. 4 Mehols Q 3'Mn. O.C/R).5-.9-Cope/(Rp, 4 7M Ihs 1560 Ike IBM ax 540 IN SBO Iba WA 760 tba 7481be San lbs 18921ba 6821b. 2 Anchae g 0.4Y JAW 0.C. 1 U4`q'p, into .125' Akan. (Fig. 4J: WA WA WA NIA NrA WA WA WA WA NIA WA 7151. 1 ArwMr! FCOp (FIp. 5% 1951b6 �WAA 445 ba 022 8x 135 •s 140 Itw 177 ee 770 ee 1871b 3321ba 97J Bfa 1T0 Itx 721 104 280 8uW Min. O.C7 F471p (Fig 0): 2401be WA WA WA 1B0Ibs WA . ' NIA WA WA WA 341 1. N2 U 5601be NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS 111E S IANDA7IU -- `[ 1 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: O 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 0 SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. •• ••• • • • • • . IS • 3) M IOR MOLLIft CGP�SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • • • FIGU�R S 1ff0f S GDjTE� P., OLLOWING ATE HOLEDIMENSLOCATIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. •• ••• •• • • • •• 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOWAND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. 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' g • • TO BE AT •fNA 2 "#10 H�1i1�2 ANCH=iR56INTQ W�OD MAY E S7EEL��D A LEAS S3S CREW RTEADS BEYOND • • • • • • • • • • • •• • • % • • • • • • • ••• • =ANCHOR 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 YIEIT) A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • �IH PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date ey 111111111/I 7 1-1 2.753' ��.. •' VCENS4c''. ��%_ No.58705 •� 650" O� •. S ATE 1" X 2.75'X.659' MULLION O �i Fs3'•F<ORIDp`. •'•G�� 7"ONAL 1EN A LYfJtS MILLER, P.E. FL P.E.# 58705 I AnLc JX Mullion Capacity Table se Opening Width (for YerSnB}epanr:rg milhon s) or Opening He IMA (for Inrlmrt a"pa➢ing mullions) 50 in Win 70 in 80Ir so In 100 in 1201n 1401n 160In x 3.126" xdr19 •dr T1ap7dr4} Ldng Ratmga. Loading TrsprTdang. Ldng RectwWr Lading Tr�/Ti1rq. Lowing Raetangldv Wankv Trap/7dnt¢ Loading P- npier I.-ft RWI11 tg. LaWrq Rad.0 Loadng T•pROang. Loading Racbnydv Lft Trap/TI" LoadMv R-b.Vdv Laadn9 7r- TrlaRewTn1" Loadng Loading Loadltg .500"Alumr Mu0QaQin 917� D 4s s a �^ tgP r 'fi• i' ' t'. f n • nTube OW 170.0 435 170.0 7" 170.0 479 17oo aw 17oo 505 170.0 N2 170.0 Sit 170.D Ilia 170.0 521 170.0 1240 170.0 S71 170.0 14W 170.0 $21 170.0 1735 170.0 $21 154.4 1602 1700 52f 481n 170.0 708 170.0 524 170.0 050 170.0 5N4 170.0 B@ 170.0 WO 170.0 1133 770.0 061 170.0 1275 170.0 6T7 170.0 1417 170.0 00 157.7 1577 170.0 500 136.1 1577 170.0 690 Ill,' 1177 110.0 080 53.6251n 1 00.0 147 1T0.0 6B3 170.0 8s0 170.0 631 170.0 1018 170.0 BD4 tY0.0 11➢5 170.0 723 1700 1345 170.0 747 t70.0 1404 170.0 75a 1N.7 1495 170.0 756 121.5 1495 170.0 758 106.3 1495 170.0 756 54 in 1700 797 170.0 B12RI 170.0 "1 170.0 1116 im.0 751 170.D 1275 17D.0 NW 180.1 1401 170,0 837 149.5 1401 170.0 05N 124.0 1401 170.0 061 106.4 1401 iMo Sol 23.4 1401 17e.0 051 00 In 17D.0 ON 17D.0 701 3 170.0 797 158.5 1156 170.0 878 138.7 1150 1670 928 123.3 1156 150.3 $17 111.0 JIN 140.7 910 92.5 1155 1".5 003 72.3 115a 144.5 OW 69.4 1150 144.5 903 W In 170.0 9W 1TO.0 7458 170.0 BW 137.0 111" 155.5 ND 119.0 1048 141,7 816 106.5 1049 1320 O30 Wo 1049 121.3 828 7➢.9 /049 119.3 WO US 1049 116.9 019 W9 1049 118.9 819 J a B61n 188.E PH 170,0 789OW 151.3 004 119.1 956 133.7 IN 1042 B65 121.! 775 026 955 112.0 765 83A 055 106.1 757 60.5 655 98.9 149 60.6 055 86.7 718 521 955 98.7 b a j 721n 120.6 am 134.9 807 114.9 W2 912 eW 101.1 at W.3 O03 912 659 71.1 aW p.9 a48 842r5l 7A6 842 53.5 BW 722 632 451 803 89.8 820 40.f 8W 8111 a2 78 in fOs.2 721 114.1 829 97.0816 7A0 72I OA1 W5 a6.3 721 M.5 S95 $0.7 721 70.1 96 54A 054 570 45.5 M MIA SM 300721 SO.1 C•37eto fOtA E84 100.4 5gB4 69.1 587 722 58{ 70.! 570 63.1 884 70.4 567 56.1 Bel 64.1 S50 l0.5 5➢.➢ 551 42I 884 51.1 541 38.1 BB4 11.3 338 31.6 8e4 50.0 934 W h 85b 114 07.9 /50 54.8 514 57.9 448 47.0 614 50.0 Mo 41.1 !74 t4A 439 30.6 SU 40.6 427 32.➢ 37.3 421 27.4 314 W.0 412 23.5 514 30.4 406 20.6 514 29.0 103 90 k 54.2 4W 85.7 C0 45.2 452 47.0 300 38.T 4S2 40A 300 33.9 452 36.4 384 30.1 452 32.9 379 27.1i2.8 355 106ti322 31.7 357 ]2.7 317 27.2 J57 26.4 312 2A8 357 25.2 300 21.1 357 22.7 3W 19.0 10.8 29D 15.8 357 18.0 293 13A 757 16,2 287 11A 357 75.0 283 111 h 35.1 338 35.8 308 2➢.2 338 30.1 -1 25.0 338 28.1 206 27A 378 23.1 192 19.5 ]36 AD 2B6 17.6 338 19.0 294 14.8 338 18.5 77e 125 318 14.8 273 11.0 338 13.6 269 72Dh 7/.T 2eB 28.2 283 ?3.1 28B 23.7 259 19.8 299 10.5 256 17.3 209 18.1 252 1A4 2OB 10.9 210 1]A 289 f4.O N8 11.8 209 12.6 2!0 B.B 2Bs 11.4 238 8.7 289 10A 232 I N6LC Jn Anchorca a TaNa Subear•' 27c CoxleN 95k Cax, Hd7d4 CMU I pYleO CMU PT Wood Meld 8116^ a" VY s6 FYo idle 63co v4" as eto 010 Sled Mil Steil Mil aad Clip Patteme Ancno 7yDe S'1F EIco UN-M 94'Eko UlmcM UNrca S'f6'EIco UNtsM U4'FJcoV•acM Ag7eGaOr UMM Aggte Am S-((�8cn6wM SCW(05) Anchor Etlge pslance Pity I. 24/r V 2-vr 5118 t' 2-VTt 2-UT T YLtS r 0Ar 0.W 0.32P ErIIOGdnMI 1-314• I -To me 1 Y4' r i-W" I-vr 1-11c 7-1/4" 1-tr4' r 1-3IB' 1.v8' ^adtl 2 Melva I® 41r Min O C-/ Mani a Olav Cop (Fly U 3901os 390 B90 ba 1fi'A b, 2)0 W 2W 0a 740 toe 37! be 664 Bs -1e 34t 10! 442 ft 550 fla A ArcBon Q 1.15" Min O.C. / 9ta10ea Pr doer) Cop (R9 49010a 700 WA N/A N/A 3W Ba WA ILIA WA WA 802Is 865 Nn 1121 Inc 4 Archon 3' Mln. O.C. i (� 35 Algk Cipe I (Rg_$ 7W bs 7W V 15W � law It 4 5409N SIM Ira7W it. 748 b] BB01ne 1893 Ra 662Nra 6M' lux 1120If# 3Arclton 00.45' MIn. O.C. / U01p. hb A25' Ak- (F4 !) NIA N/0. WA NA WA WA WA N/A WA NIA wA WA 1079 8a 1 Amnor/ FCrp IF 1951os tv5 44510n 822 0s 135 be 140 be 3701os 1B7 be 3321bs 472 tts 170 ba 221 Im2A WM®1.-Mn.00lF 96 241M J50 b WA MA WA 190M. WA NIA WA WA 341 In. 442IW 55D Irc iK7.HUK l^ArXVrn T X (DP_) X (ANCHOR CAP.„„„"a) aANCHOR 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 j ANCHOR CAPACITY TABLE. NOTE FOR THE OFFSET CLIP, USE THE SAML ANUHVK i AI I tn-DACriORVrLLUES W-,.,EU, AFiu V......,�. FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET' 25 FOR INFORMATION ON LOADING. AL SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS. •• J) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 ALLOWABLE. •• • 3.125" • • • •• FIGURE 3: • ,a•L'' U-8 D UL 0 CL�2fS AOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • S THNG RESTRICTIONS SHOWN ON SHEETS 21.23. INUJPI 4 F3) • • FHW4I ^.•�SbH G4 PLR�IYMATE OLE LOCATIONS. ONSL ANGLE CLIP MUST BE USED IN PAIRS. •• ••• •• • • • •• 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED .500, CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED FIGURE 4: FIGURES: FIGURES: SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" V X 3.125" X MULLION II III III FF • • • • • • TYELLOW • • `HICK. $Tin STjI S TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL 70 BEAT LEAST .{rl�" IC A38. L•AAj�JJGHORS INTO METAL SHALL EXTEND AT LEA57 3 SCREW THREADS BEYOND • THE MATES . #1 8 #12 AN�IORS 11�0 �100D MAY BE STEEL, 188 S.S. OR 410 S.S. .5' (1" VF MULLION) III • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No._ 17-0630.01 Expiration Date 05/26/2021 No. 58705 •-.� ?0 t'T�E) ..��; 10NAL ECG% A,'LYNNMILLE'A, P.E. FL P.E.4 58705 TABLE 6A Wilton Capacity Table Fbalg) Opening Wkm (for ver9®l l spaMlg melons) or Opening Hotta (for hodwrtak-sperrirg n ublorla) So in 60 in 701n 80 In 1 901n 1 W in 1201. IQ 11 1601a 1 x42.125 Peofa@da lnedn0 Tre{JTnap. Rec4ry19r L.d.0 TrapllYierp. LoednO Rectanplar L.44 Trepli wv Laedng Reotan", Ladr10 Tr4Prft Larilp Recfal9Ws taedrp Treprniarq. Leeft PM nai T.P7141 n0. waakla RectanOM Loadng Tnipp7dan0. LaadnO R.Owolr Loadtl0 Trap7Tdrp. 1mBn0 Raetag" T1T7111-0 AIU7rLTube Mu81on p V$ LLoadng 'S..- sa fi� $ b,. a� afi '� a �. afi u, $,g a r fa �.� a■� is '& $Ra <&" s� �•- as g- f �+LaadO '6 g�� i s& a.-, aFrc h !o arc 1 LLadrq .v- s' g� �� yLwdnng 2 r�� sB 'IT .. 42in 1 J70.01 520 170.01 43a 1170.0 744 179.0 478 170.0 891 170.0 505 170.0 992 170.0 S19 170.0 1116 1700 621 170.0 1240 1 170.0 621 170.0 1480 170.0 521 145.E 1409 170.0 521 1Z7.9 1489 170.01 521 48 in 170.0 708 170.0 524 170,0 850 /70.0 6M 170.0 892 1 170.0 $30 170.0 1133 170.0 eel 170.0 1275 170.0 677 155.3 1303 170.0 680 130.3 ISW 170.0 650 111.7 I_-r0.1 170.0 690 97.7 1303 170.0 M0 50.625 In 170.0 747 170.0 553 170-0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 156.1 12M 170.0 T47 140.5 1235 170.0 756 117.1 1235 170.0 758 100.4 1235 170,0 756 87.4 1235 170.0 756 64n 170.0 797 170.0 612 170.0 We 170.0 MI 170.0 1116 170.0 754 154.4 115a vao 1 eW 1372 JIM 170.0 837 123.6 JIM 170.0 me 1019 1159 170.0 m1 M.2 1158 170.0 MI 77.2 11511 170.0 Mi SO In 170.0 655 170.0 701 186.7 1042 170.0 797 142.9 1042 161.1 932 125.1 1112 146.1 1115 1112 1041 13115 901 iW.O 1042 130.2 797 1114 1042 125.1 M 71.5 10R 125.1 782 62.5 1042 125A 782 83n 170.0 930 170.0 745 t51.2 992 163A 818 129.E 992 144.4 799 1114 092 131.0 792 Iwo 992 121.4 766 90.7 902 114.9 IN 75.a M 105.4 745 OCII 992 100.0 7" 56.7 992 108.0 744 £ San 185.4 947 170.0 789 IVA 947 146.0 700 119.1 947 130.3 768 103.4 947 117.7 752 918 947 IW.7 738 SZ7 947 IMZ 7Z7 "A 947 9&1 713 M. S47 94.0 711 51.7 947 S4.0 711 F 721n 135.9 049 %2.7 737 1132 949 121.6 722 97.0 849 10&9 708 84.9 849 96.4 090 76.5 Us 86.7 656 97.9 840 82.7 975 66A W 75.3 659 48.5 NO .5 $49 724 651 76n 115.5 762 1203 WS 96.3 762 102.E 652" 82.5 '782 '90.0 640, '72.2 762 $0.9 629 64.2 762 74.2 620 57.8 702 602 $13 4&1 782 62A W2 41.3 762 1 762 59.4 US f 761g 10s.9 724 111.4 634 89.0 724 94.6 6211c 7•.3 724 VA 40MI 6&8 724 74.4 See 59.4 724 Ski S91 53A 724 63.4 583 44.5 724 67.3 573 382 724 .4 724 53.5 59 90 i1 69.8 543 71.8 453 58.0 V3 60.7 474, 40.7, 543, _62.9 '486' '43.6 SM3 47.1 4M 35.6 543 42.9 432 34A %3 395 448 29.0 60 34.9 435 24.e 543 7 543 70.7 42fi 96k 57.3 475 58.9 427 47.9 476 49.7 419 40.9 478 432 412 35.6 470 3&5 4W 31.5 478 34.8 4W 2&7 478 32.0 395 23.9 473 29.1 386 20.5 478 it 9 478 24.2 376 10en 403 377 41.1 341 33.5 377 34.6 M5 26.8 377 30.0 330 252 377 26.8 325 22.4 377 24.0 321 20.1 377 22-C 317 1&8 377 19.0 310 14.4 377 111 n 37.1 357 J7.8 323 30A 357 31.15 318 26.5 357 27-6 313 23.2 367 24.4 309 20.6 387 22.0 305 111 357 A.1 301 15.! 357 17.4 294 dd 293W7 3 279 2 1120n 9.3 306 IT3 253 7Mn 17A V2 1 172 I - TABLE 66 Anchor Capacity Table Ibe 8ab6trdte: 2.7k Canonic 3.51,Conc. Ho3a4 CMU FlMd CMU PT 9Jaod Metd Anchor Clip Patterns Anther ty)K 3I16' a.Uhaean lieEko Ubeea 5115' Eko LA_ 3115' Eko Unnem 1/d' Ebo UI� a IW SS Eko A9peGator 5/18' Eko VtrrAn tl4' SS Ekw A9,103ak1 910 Sled S.-(G5) 912 St" Sdrew(G5) 912 9 S _(GS) Edu'.Olefanee (InY V 2.1/2' 1' 2-1r1 3-118" 1' 2.1,T 1 2-1fr 2' 3.W r 0,48' 0.54' M324' Embs"a,t Onk i-314- 1-3/4' 1-Y46 1.T14' ? 1-//P 1-111' 1-1l1' 1-1M' 1-1/4' 1-1/4' 2' 13/S' 1318' bdea 2 Ancnon Q 4.75 Mk. O.C. / Standard or Ooet CBP (Fig. MR 390 bs 390 W.450 Pot 890 lb. 1644 a Vo to xW iG 354 to 740 The 374 Iot 6541bt No lb, 341 " 4421bs 6601Da 4 Anchors Q 2.25' Min. O.C. / Standad I. Ober) CUP Ft. 3),.700 be 7001bs 580 9e 14101ba 9521bt WA No 1. WA 6301be WA 850Ile WA M2 Ib4 SM lb. 1170 Os 8 Anonon Q 1.1T Mn. O.C. / Staalad for Ober) COP (Ft. 4r, 960 be 1400 la WA WA WA WA 7601a WA WA WA WA WA 13631a 17`10 IN 2240 @e 4 M.M. Q 3' MNL O.C. / p) a5 Arne Glp5 / (Fie. 5): 7S0 to 730 lbe Son the 15W L6 18%a 540 be 563 la WA 760 Its 748 lb. 8801ba 1B921bs 662 la 885 lbt 112010s B Ancron Q 3- Min. O.C. I ) 211 An91e CV% I (Fig 61' 1171IN 1170 Wa 1020 to 2340 Da 2844 bs 810 la 910 ba NIA 1140 ke 1122 Iba 1320 he 2S36 bt 1022lbe 1327 IN 1690 be l Arc6aa Q 9.45' Min. O.C. / U Ip, into .125' Akrcn. (Fig. 7)' WA WA NM WA WA WA WA NIA WA NIA WA WA WA NIA 1430 Oxi 2 ArchOn Q 2.25' Mn. O.C./ F-Clp (FIO. 53 360 W 350 9c 290 9c 7059. 470 8x WA 2901be WA 315 )ke NIA 4401be WA Mi IM 442 IN bs 4 Archm Q 1.15" Mn. O.C./ F-Ulp (FIO. 9): 490 ibs ]W Am WA WA NIA I WA 3W lbe I WA WA WA WA WA M2 bs 895 Ito 11201bt NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. n r_r (ANUCHIOOR M) =ANCHOR CAP. - ( DR.) X LLN C� 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: FIGURE 3: FIGURE 4: • • • • • • • • • FIGURE 8: FIGURE 9: • j 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE ,SHINS 2�4 FOf%GEjERAL4NSTALLATION METHODS. • •2b j 4 14EPZOl:,TI4 BETWEEN MULL LENGTHS AND70R OPENING WIDTHS IS ALLOWABLE. • • • • • •3) MULNM •INDUYLCljl' ION S SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES IOt -L1pDRILLED IN THE FIEM•) FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW FIGURES: FIGURE 6: FIGURE • • • • 7: SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • • • • • • • • • • •lY3YCRbTf j3LOCK UNjT (CMU)•SHALL CONFORM TOO ASTM GSO. WOOD SHALL BE PRESSURE -TREATED YELLOW SOYTHEWI PINE W I'64 AY SCoOFP.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL • • • • STUDS TOBE A MINWUM GRdDE403 AND.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICK ANGLE CLIP (FIGURES 5&6) MUST 8E USED IN PAIRS. • • • • • • • 0 • "AND A36. ALL AMCHORS INTCOMSFAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & *Vk*ANCFARS INTO WOOD MYIE STEEL, 1" S.S. OR 410 S.S. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.000' �--- ..125' rx4•x.1 MULLION PRODUCT REVISED s complying with the Florida Building Code HOA-No. 17-0630.01 Expiration Date, 05/26/2021 LYN^7 i * No.58705 117-7 O,�� •. s ATE AILLEFF, P.E. FL P.E.# 58705 WW S ul SI F TABLE 7A Mullen Capadty Table salt") Opening Width (for vertically-6per ring Zone) er Opening Height (for hDrimrlta"perni g mNliom) So In 60 M 701. to to So to 1001. 1201, 140 it ISO In 1 % 4 %.376 dR.IWO9af Lo•np RapTdanO• L-.np Red'p'w Laad g Pap'fdalg• LmdAq Ra tanWbr Lcadng Ttap/Tdatp. lndng ft h. dar tuadn0 TtapR6anp L-Ing Rsdrtpuler IddpO n pTn w. Leading Rsatrrpular Lmd10 Trap7f0arq. Lesdrlg Rectangular Laadng TraWdaW Laadrp Rectag'A laedng Trap/Tdarp. Lmdlg RadanOdar LaedW TnpJOinp. Loa dnp AIu11LTubb Mullion,. L r _ F 2 t _ £ 1" _ L _D L• L b £ _ £ $_ £ _'•� 42M 170.0 520 170.0 436 1 1701 7" 170.0 478 170.0 30 170.0 See 170.0 992 Ino 51a Imo 1116 170.0 62/ 17o.0 1240 170.0 521 170.0 14M 170.0 621 170.0 /735 170.0 521 170,0 1903 170.0 121 431n 170.0 700 170.0 $24 170.0 550 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 681 170,0 1275 170.0 877 170.0 1417 170.0 00 170.0 I= 170A See 170.0 1993 170.0 680 151.8 2024 170.0 000 50,C5In 1 170.0 747 170.0 503 170.0 Us 1 170.0 031 170.0 1048 170A $34 1 170.0 1/96 170.0 723 /70.0 1345 1780 747 170.0 14" 170.0 750 170.0 IM 170.0 nO IW.0 1019 170.0 768 136.E 1919 170.0 7S9 54 in 170.0 797 170.0 612 170.0 050 170.0 691 170.0 ills 170.0 754 170.0 t275 170.0 $03 170.0 1434 170.0 837 170.0 1504 170.0 85e 150.9 1799 170.0 SS1 137.1 17" 170.0 $$1 1200. 1799 170.0 341 60 in 170.0 885 170.0 701 170.0 1063 Woo 797 179.0 1240 170.0 078 t70.0 1417 170.0 844 t70.0 7394 170.0 990 156.5 1619 170.0 1033 /29.8 1619 17QD 1083 111.0 7819 170.0 1083 a72 1819 VOA 1063 WIn 170.0 No 170.0 745 170.0 Ilia 170.0 ON 170.0 1302 170.0 10 170.0 1468 170.0 1015 106.7 1642 170.0 1076 141.0 1342 170.0 1122 117.6 1542 ISIUS 1158 100.7 1642 167.9 1157 $0.1 1642 167.9 1167 661n 170.0 974 170,0 780 170.0 1169 170.0 003 170.0 1364 170.0 1D02 160.6 1472 170.0 ION 14U 1472 166.E 1148 128.5 1472 166.8 1130 107.1 1472 147.5 1109 91.5 14n 146.0 1104 $0.3 1472 146.0 1104 721. 170.0 100] 170.0 878 170.0 1273 170.0 1009. 150.8 1320 106.2 1101 132.0 1320 /49.9 I= 117.3 1320 137.E IWO 105.6 I= 121.6 100 &SA 1= 117.0 1C24 754 1320 112.6 1013 66A 1320 1126 1012 J 76In 170.0 1122 170.3 237 149.E 1184 159.4 1013 1232 1194 139.9 994 1122 It 121.7 978 60.7 1194 IW3 W4 80.8 11N 107.5 952 74.8 1184 97.0 1 W5 64A 1104 93.1 027 66.1 1184 923 925 `i 70M 166.1 1124 770.0 967 136.4 1124 1174 a63r41 1124 128.8 947 1016 1/2A 116.0 931 92.3 1724 1%.8 870 87.0 1124 00.5 006 892 1124 89.0 600 59.3 1124 M.3 881 57.9 1124 612 678 gO to 109.1 eM 111.5 750 90.1 au 94.3 736 944 82A 724 67.6 844 73.3 712 60.1 644 W.5 702 64A S44 61.4 693 45.0 344 54.2 476 38.6 844 50.0 OR A.11 844 47.7 662 %M 89.1 742 91.5 663 141 742 77.2 682 742 07.2 041 $5.7 742 60.9 631 49.6 742 54.1 622 44.5 742 49.8 64 37.1 742 43A See 31.6 742 30.8 NO 27.8 742 37.5 564 108 In 66 586 619 530 621 686 63.8 $21 See 46.6 513 39.1 686 41.4 505 34.0 5811 37.3 493 31.3 We 34.2 492 25.1 See 29.6 461 22.3 686 20.6 472 19.5 566 24.7 466 1111n 5J1 1 58! 503 4&0 555 403 425 $55 429 457 36.0 555 38.0 460 32.0 666 342 473 28.s MS 313 467 24.0 555 27.1 457 20.6 555 24.] "11 15.0 565 22.4 442 0475317 {20 7A.5 475 29.0 411 26.3 476 26.8 409 226 475 24.5 104 19.0 473 27.1 395 18.3 175 18.7 367 14.3 /75 17.2 381 26.4 330 28.727 0 330 221 301 330 19.3 29T 18.3 330 17.0 293 Anchor Capacity Table bar 8ubotretc 2.7k Concrete 151, Canc, 110 - CMU Fi led CMU PT 1IJoo0 meta Anchor Clip Patterns Anchor Type' - Y4 FJso Ulaeaan 1/4• Etc Ullreoan 918" Ebo l3aeoot Y76. Oc0 Uhraon i//• Ebo 106eean 1/P SS Elea ApeeGelm 5/16• Eto L7larcon 1/4. 55 Eko Appreoala MO Sleet Screw (OS) - Al2 Stall Screw (035) 012 elect scow (OS) e Edge Dsnee(In7 I" 2-177 1• 2-Im 3-I/S" 1" 2-117 1• 2 '77 7 3-ItF 2- 0 45• 0.54• 0.324" Embednod On7 1.3/P 1-3W 1J/4' 1-39' 7 1-VP 1-1/4• 1-114• 1-1N" 1-I/4• 1-1/1• 7 I -Val /-3w lerba 2 Amh- 0 4.75' Min. O.C. I Starr d or O9set Clip Ti9. 1114 300 Sx 300 tc 4W Ibs a%p 1044 bs 270 bs 280 W Sm roe 3541bs 740 gar 3741bs 664lbs 940 rW 341 is 442 Ito 500 It. 4 Am 0 2.25 Min. O.C. / Strdsrd (or 01"t) Cep (Fb. 37 MO is 700 ba 360 Ibs f4701p 0621De WA WA OW is N/A 680 to WA 682 be us fl. 1120 Dt 8 Antis 0 1.15• Min. O.C. I Standard (or Mal) C9p (Fig. 4T NO to 14001bs WA WA WA WA TOO IN WA WA N/A WA WA 1363 Ibs 1770 is 7140 tba 4 Alrsra 0 T Min. O.G / (2)2r5 Angle Clas I (Fig. 6j 730 I1a 780 0n 680 to 1560 Ib lass 14 540 bs See 9x WA 760 bs 748 Ibe am it® 1m Im 8021G am Its 1120 bs 6 A= 0 ]• Min. O.C. / 12) -5 Angle Clps I ft. 6J_ 11701ba 11701be 1020 Iba 2340 ID6 2844 6s 810 bs 940Im WA 1140 bs 1122 bs 1]2016a 2838 Ill f02210e 1327 is 1860 9a 4 Ancboar 00.ISM:n. O.C./Utlb, hl0.12E"rift. (Flp. 7): WA WA WA WA WA WA WA WA WA WA N/A WA WA NIA f4]68rt 2Anclate 0225• Man. O.G/F131p (Fb, 87: 350Iu J50b 290 ®s 705M 476 om WA 2S0Ibs WA 3/5to WA 4401W WA 3411. 4421. 360b 4 Anchore 0 1.15" Mt. 041 FGp (Flp. sY• 490 to TOO be WA WA WA WA J90 0a WA WA I WA NIA WA QB2 bs 8851be 1120 bs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. R/ HOR CAP.,,,,,.,e, c, (DP ,) X \MULLIONANCANCHOR 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. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 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. � •• • + �LIN�,AR jN�F•17AdLA'1�ONpETE1lEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • • • • • • 30ML*LICIM Al 41,.IDN C FS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE • SPIEEWS 2•-23.1-IOVES 90 BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS • • 090 SH&ft ON SHEEn 21.23.4FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 6: • • • • FIGURE 7: 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TOWOOD SHALL BE • • • • • • 009 F'jtrjSf URA-jfiFATED YELLOW SOUTHERN PINE WITH AN SG Of 0.55. ALUMINUM SHALL BE • • 0053.65 AN4BE A MINWU% OFa.129 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046" • • • • • THICK (18 G31UGE). STI111CTUR4L S6EEL TO BE AT LEAST .125 THICK AND A36. ALL ANCHORS ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS. • • • • IRTO METAL6HAL11, EXTEND AR LLEAST 3 SCREW THREADS BEYOND THE MATERIAL. #1C 8 #12 • • 0 • ANJAI RS IRM WOOMAY BF7BE STL, 18-8 S.S. OR 410 S.S. • • • • • • • • • • 4 • • • •• •• • • • •• •• ••• • • • ••• • • iI 5 i r, r11 i i PRODUCT REVISED as comp)ying with the Florida Bollding Coda NOANo. 17-0630.01 Expiration Date OS/26/2021 LYAfly LICENSE�� i \ No.58705 ••� 'OA A. LYNNMI41LE P.E. FL P.E.# 58705 w w s rn D F 5I TARI F AA Minton Capacity Table balha Opening Width (1brusltlra6y-spambq mAons) or0psning Haight (for hodmrla"paMng mullons) 50M go in 701. SO in 601. 100E 12D in t/01n 1W In 136^ x R6danpda Loadno TnpR[hrp. LAadnq RactngUar. Luadn9 Tap?danp. twang RacbnOdlar LmdInl Ttaplhl n, L9aang Raobnad. Laad,g 1Ia9/Tdna Lwdng pAde04[ ul"v nstvrn•q. Lando➢ Radanp8v Lowing Tnp7TdnQ L6adng Reefupdr LOsan➢ Lap/TdnQ Luad.9 RActanpd. Iaadlp Trep/Tnep. Loaang R[Gepde Leldng T-P'w-0. L9adilp 3.188" x .286^AlumTiyg Tube Mua fi� i� ti 6�} �D" �t � y^ fl yg g g ypc $ $, p qy yg 8 AIL pg $ g8 S S� 42 in 1740 020 170.0 435 170.0 7" 170.0 478 170.0 aW 170.0 5W 170.0 9D2 170.0 519 170.0 1110 170.01 621 170.0 17AD 170.0 621 170.0 1488 1 170.0 521 110.0 1735 I70,0 521 151.8 1769 170.0 511 481n 170.0 7D6 170.0 524 170.0 650 17D.0 584 170.0 892 1170.0 630 170.0 11331 170.0 Wl 170.0 1275 170.0 677 170.0 1417 170.0 MO 154.8 1348 17D.0 WO 1X7 15" 170,0 OW 115.1 1SIS 170.0 NO 50AMI. f70.0 747 170.0 563 170.0 N6 170.0 631 170.0 1016 MA ON 170,D 1195 170,0 M17110 1315 IMO 747 167.0 1469 170.0 758 130.2 1468 170.0 756 119.3 1468 170.0 756 104.4 1462 170.0 IN 541n 170.0 797 170.D 612 170.0 sm 1740 SWM 170.0 1116 170.0 754 1740 1273 170.0 OWN3 763.1 137a 170.0 937 146.0 1376 iMO 8M 122.3 Iva 170.0 a61 104.8 1376 170.0 861 01.7 1J7a 170.0 9fil 60In IM0 095 17D.0 701 170.0 1003 170.0 797 1584 1158 170.0 673 139.0 1139 187.4 930 123.8 1160 159.0 916 1112 1158 150.0 012 92.7 1166 144.8 003 79.4 1155 1M.4 ON 60.5 115a 144.e 9m 671n 170.0 930 170.0 745 160.1 1061 170.0 8W 137.2 1051 165.9 80 120.1 1051 1410 so 108.7 1051 MS 337 90.1 1051 125.7 330 $0.1 1051 11A5 a22 68A 1051 110.1 821 60.0 1051 119.1 IV 06 in 167A 667 170.0 789 t39,3 957 151.E WS 119.4 057 134.0 IN 104.4 957 121.61 111 92.s 951 112.8 IV 83.5 W7 105.6 750 69.a 957 100.0 750 80.7 967 20.1 74a 522 957 95.9 74a F 0 721n 128.7 404 1135.2 SU 107.3 804 1152 861 $1.9 804 101.3 671 60.4 aO4 91.4 NO 71.5 804 84A 6% $4.4 &A 74.9 60 N.6 334 7Z3 &M 46.0 604 I US a2s 402 904 e9A 626 m 70 In 102.4 722 114.4 630 012 722 972 618 78.2 722 86.3 Wd 68.4 722 76.7 am 00.1 772 70.3 IN N.7 721 81.5 a60 45.8 722 59.5 670 39.1 722 50.7 668 342 722 562 164 2 78M 101.2 ae5 100.9 600 elA 885 89.6 Sae 727 886 75.5 STi 63.3 086 70.5 386 362 685 84.5 i90 30.6 865 60.1 333 432 686 64.3 913 36.2 BLS 51.4 537 31.6 865 W.7 576 901n 65.9 613 U.0 457 544 515 57.5 449 47.1 515 50.1 441 41.2 615 44.7 434 38.6 515 40.8 426 33.0 616 37.4 422 27.5 515 3&1 413 23.5 515 30.5 407 20.6 S1S 20.1 404 961n 54.3 453 55.8 404 45.3 453 47.1 307 36.8 453 41.0 301 33.0 453 WA 3" 302 453 33.0 379 272 453 344 374 22.0 453 28.6 366 19.4 453 24.3 380 17.0 453 22.9 3W 108E 38.1 353 39.0 323 31.8 356 32.8 316 27.2 355 29.4 313 23.0 350 25.2 3% 212 3W 22.7 30/ 10.1 3N 248 300 15.0 368 16.0 293 ill h 35.1 338 35A 306 29.3 335 30.1 301 26.1 338 26.1 207 22.0 3D9 23.2 203 19.5 335 20.0 289 f7.6 339 19.1 285 120n VA 290 29.3 264 23.2 200 23.0 260 19.9 290 20.5 256 17.4 290 115.2 253 15.4 29C 16.4 24S lid f44h 16.1 201 133 186 An horCepacity Table Ibs) SufaOae 27k Oxclde 351K Cax. H.DM CMU Fa"CMU PTWmd Mda AncharClip Parims LTa'. m-. ur EtoU,mtw 5116'EKO ur- 3'16r Ek[ URI 1/r FJc.Ut-. ur SS Eko A9ge. SY6'9[0 utrxm ur 55 Fho Aggxav O70 Slat sclea (C5}st-(G..) O12s1ed O12 s*If 5-R15) L.--�1.� 1• 2-y2 1' 2-7/7 3118' 1• 2-7/2' 1• 2-VZ 7 3118' 7 0.46' 46r 0.324' 111. i3r 1J/4' isle 2' 1-114• i-W 1AM 1-vr 1-114- 1-1/r r 13B' ITT -I.$ 2MCM13 Q VY R8A O.O.I 9WMW a 09W rip M 11 3W W9 390 9x 45D ea 6001b6 1644 I0.a 27o axi 280 to 354 M 740Its 374 Na 664 0S 946 m 341 h. 412 xe 560 ft 4 AnhM ® 1 t5' Min O.C.te I adW (OfcWt) C MIP ft 44W IDS 7W Na NIA WA N/A N/A 380 b NIA WA NIA WA WA 652105 885 Ne 11Z E7 4 An" Q S MM. O.C. / M 25 Afpfe Clpe I (HO 37 78D M3 780 06 680 M 150 ra I WS 80 540 Ma 660 t. NIA 760106 746 d 880 ft 1502 ft 6829. em xa 1123 Is IArcMn®0.4Y Min. O.C/U-CV. Into 12GAWn. M 4) NIA WA WA WA N/A NIA WA NIA WA NIA WA WA N/A WA U30W t Amna / -CAP (mg, 6) 1861D3 Mu 225 ft 445 Na 822I n 135Ile 14D N• iP Na Mile 1fi7104 332 Ra 473 M4 170 b3 221 Na 250 V. 2 M[ma i.IWMIN O.Cl FLS 6T 210 ES 3m Da NIA WA WA N/A 190 •s NIA NIA N07 WA NIA 1 3/1W A42 06 %0 ra NoE: FUR IHt UFFJtI ULIY, UJL I Ht SAMC IWUHVR YA1 I mmn-P4•I1 rtV ..-Inc J I-- 1: FIGURE 2: • • • • • • FIGURES:ANd • • • • • • CIJPIW T B y,O • ••• IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 5: • • •• ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,„) X r ANCHOR CAP.,,�:T) :��OR CF?.,,, \MULLION CA,,,,,,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 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. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 4Z) LINEAR IPTERPOLAJION VTWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3)#WLLION N4D VUUJOl CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE eHEOTS41-2111. HMSSTO B*DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS RHO" EN SHEEPrS 71-23. F13URES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. •• • • • •• 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0.90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE `Qf?#T5 RNiD40E A MIN1I*UM OFa125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .0451THICM(18 GAUGE). SiTRUCTIIBAL STEEL TO BEAT LEA5T.125' THICK AND A36. ALL A*CHORSRNTO METAL SHAL10EX1IEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL :10,& #12 AN HQiS I.T4 WOEO TRAY BE STEEL, 18-8 S.S. OR 410 S.S. • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comp ingg with the Florida Building ode 140A-No. 17-0630.01 Expiration DateOS126/2021 Miami -Dad rocluct cotitrof 11(11111111"" `�,.•aoN� ,�f,yy� � ,, P�� .-' UCENSF'• �C�� No. 58705 ••� ��••., SATE �?: �46 i �s'•.�L ORIDP•. A LYNN MILLER, P.E. FL P.E.# 58705 I AbLt UA MuObn C.P-ity Table 6aRFt Opening Width (11rverleal"parvdrlp Sob win 70M1 wb mugOns) or Opening Height 901. 1 (for hertzonkly-epumAng mJlona) 1001n 120M 140M iwh 1.26 i Wstang7W Loedim Tapl9anp La d" R.Iww1-' Leadlg TIep/Tdm. Lwde9 Reehngder Loedk9 TnpITI-M L-ft Reehrgder L-ft T.Wrd ng w-ft Rwe ase, Leedee Tap(Tio Leadho Ft--f- w Lnadrn0 Tlap7maeg. Loadln9 R6CIelidar Lading Tep/Menp Lesdbo Re WgAr LOWYq heP710 n Leadn9 P-I.gdrt LoWlrp TeprTie" LeedMp 0 x .100 Alum. Tube kp �^ F apg 6�' pna O yL6 Ogg ngp T pOg Yg Off. F e >ti. �$. yyyy a�• e 42h 1T0.0 S20 1170.0[121 17a0 IN 1T40 478 It0.0 ew 7T0.0 505 Me 902 17a9 819 170.0 ilia 170.0 521 153.3 ilia 170.0 521 127.7 Ilia 170.0 01 Iw.5 f118 iMo 621 935 ills Imo 621 N In 170.D 709 170.0 170.0 es9 IZO 681 W e 97s 110.0 630 146.7 978 1700 w1 130.4 976 170.0 STY 117.3 978 170.0 aw 97.9 978 170.0 9e9 83.8 978 170.0 8w 753 978 +Tao w0 50.625M 170.0 747 17e.0 174o we 170.0 wt +50.7 B27 170.0 w4 131.9 027 1665 7w t17.2 927 150.1 we 106E 927 1w.3 696 57.0 927 16a3 w5 75.4 927 166-3 095 w.9 S27 155.3 w604 in 170.0 7B7 170.0 154.5 869 170.0 691 132.5 ew1631 ee3Tt0.9 w9 141.a aw 1..0 Bw 134.0 w0 927 wB 129.B VA 77.3 9w 129.0 w2 w.2 BBB /29.8 652 57.8 w9 583wh 1N.2 145 153.8 119.4 748 132.3 820 102.] 7N 117.e OOe N.S 748 +07.s5w79.8746 101.0 w2 71.6 T45 w.8 687 69.] )N 93.0 68.151.2 7N 03.3 503B 748 03.3 93.9 Sea 631n 123.7 an 132.0 107.1 877 +112 646 98A en 1wA � 7T.7 67791.4 SN sB.7 677 11.2 St1 61:9alle1.0 634 SLe $77 T7.0 029 44.2 on 76.7 520 38.7 677 76.7 US wh 107.8 517 1+4.1 sB.7 817 %.e 619 70A ell w.3 8w 6T.3 917 78.3 6w 59.8 817 72.9 w4 no 817 N.i 4w 44.a a17a1.I Is] 98.4 917 657 482 73.5 Ot7 63.7 182 72h US 51s 87.1 80.1 SIB 74.2 440 60.2 SI9 06.2 432 jL8 ale 58.8 426 40.1 518 64.2 419 41.4 615 50.7 414 34.3 Big 40.S 408 29.6 518 45.0 4% 20.9 518 1&0 N6 yC R 78b ma 465 757 400 50.7 466 w,a ws w.] 406 64.9 3B0 44.1 N5 49.4 3B4 3s.2 4% 15.3 376 -2 4B6 121 174 19.4 05 30.3 367 25.2 465 38.6 394 22.0 466 $62 363 78M &5.2 147 e8.0 3e7 Ol] N+ 61.7 379 N.a 41+ bee 772 N.s Nt 16A 36e 39.2 N1 11.6 3w 32.8 NI N.i 3N 2T.2 NI 3/.9 319 47.3 441 33.1 34e 20A N7 9Z.7 3I6 BDb 42.1 3l2 43.8 285 96.4 372 37.0 2w 90.3 9]2 323 2s0 28.5 3]2 28.6 2w RY6 S32 28.1 T78 21.2 332 &.1 272 1T.1 3]2 21.3 369 +a.2 372 19.8 282 17.7 972 147 280 wh Me 291 35.2 2w 20.4 291 30.3 266 25.0 111 214 252 21*1 "1 23.5 241 /9.1 291 21.3 244 17.5 291 19.5 241 14.6 291 ITA tw 12.5 291 10.6 232 iwM 21.8 230 26.1 20B ffi6 2w 21.1 203 17.5 230 1- 201 75.1 230 ie1 1B8 111 h 72s 218 23.1 107 169 218 iB.4 194 16.2 218 1as let f1.1 218 t4.9 1w 120b /7.9 197 19,2 170 141 187 0.8 167 I AbLt JC Anchor Capacity 7apk Subflete: 2.71k 0-1e 3.53 Cane. 1 Idetoe CMU FBled WU PT 4Ne0E Motel 5„e' F3oe I/4' 98 Eleo 5't0' Eko IW SS Ek0 810 Steel 912 31..N 912 3ted CUP Patterns AmlwrType: 31W Mao Ullman 114- Eke Lmb . uIm.. 3/ir Eko Ullaton 174- Elm Uemen AgpreCala IAtrecon Ao•e0abr 3alew(c5) il.-(05) eeae(GS) Anchor Edge dehnee pnT t' 2412' +' 2-1/Y 3116- 1' 2-tiY i- 2.1/2' E- 3-VW 2" 0.N" oW 0.324' EmlaapeM (InT 1-S14' 1-Y4' 1-Y4' 1a14' 2*1-V4^ Tim- 1-mr 1.1/4' 1-/14- 1-1N' 2` i-3/9' law feria 2 Aalen 0 4.75- Min O.G 18tandrd a Oeeet cop (Fig. 1T 3B0 6e 390 br 4S0 Ibs ago be 1644 be 2701b 2w M 951 bs 7N 1b 374 lb. 664 Its 948 lb, r 341 The 442 IN b 5s 4 Anoh- 01.15- Mh. O.C. / Slenderd (er ohsQ Cxp (FI9 2T 4e0 be loop. WA NIA WA WA 3w b WA NIA NIA NIA WA 682 lb. 0851b 1120 be 4 Moms @ r Mh O.C. / (2) 275 An& tape I (Fig. 3T 7%be 7w m sw Ibr taw be Iwa It.540 be 5001. WA 7w Ra 7481be 980 be tw2 lbs 882 Ste 9851be 1120 to 3 Arohae ®0.51' Mh O.C. I l101p, hlo .100 Ak.. (Fig. 4T NIA WA WA NIA NIA WA WA WA NIA N/A NIA WA NIA NIA 950 b• 1 Aiaha/ F-Glp ffq• 6T 195 W 7% M 225 lbe N5 p 8221b 135Ibs 140 6s 1771b 3701b 1871b 932 be 073IOs 170 lbs 221 be 2w bs 2 A W- g 1.- Min. O.G/ F{Tlp ff10. 6XI 240 be 3w Ibs WA NIA I WA WA tw p WA WA I NIA WA WA 341 bs N21De Sao b TABLE NOTES: FIGURE 1: FIGURE 2: • • • 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 3: • a MItLL N AND WJLWNCLIFC SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE ANEW •-41HE" 311-23P HOCESfIA 0 NE DIALLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MNBT f 1O•AN , S:EE:S :1113: IGUFES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. O BE93ED • • � SUBMTEST CONCRETE SAkL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND IN PAIRS. GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C.00, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE FIGURE 4: FIGURE 5. FIGURE B: 0063-175 AND BE A MINIMUM OF .100' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND • • • u • • .Golvr w (18 SAUGE). STRUCTURAL STEEL TO BEAT LEAST .M' THICK AND A36. ALL • • ANCHORII INTCVAETAL SMILLEXTrNDMT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. • • • J10 ✓ A2 ANCFPRS %TO%OD fAY ME STEEL, 1&8 S.S. OR 410 S.S. • • •• • • •• • • • • • • • • ! • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANIMVN L.NYNt.I11 AUJUJr-- (DR.) X MULLION•ANCHOR 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 O2W 3.250" 125" X 3.25' X .100" MULLION FOR FIELD -MULLED UNITS -1.250' I 3.260" 100' 1.25"X3.25"X.I0r MULLION FOR FACTORY -MULLED UNITS w W (n S F•- PRODUCT REVISED e complyyingg with the Florida Building Cede NOA-No. 17-0630.01 Expiration Data.95/26l2021 (11I11111 LYNN�i ,.• LICENSE••, (��' .* No.56705 �O •• 3 ATE �, ONAL Et1`` A. Aftel'!w P.E. FL P.E.# 58705 Mullion Capacity Table @baffle) Wry M ®®mom® m1mm��®��®�� • ��m�0�m�m�m®m�m�©�mmm®®1�®�®mm�m�® m®m mwOmmmmM ®mmm�m;mm�LO®mmm�m®®®mmm®mom �mmmmmmm®�3m®m®m®m,�m®mm �m®m mm�mmm®mmmmm ®®mmm®®m®®�Emmmmm®E�®mmmm®m®®mm®mm®mm® �mmmmmmmm�m�®®EIIt®m ®®mmm®mmm®mmmmm�mm ��1m®m®Is�mmmmmmmm�mmmmmmmmm�mmmmmmmmmmm 1 H[DLC Iw Anchor Cepselly Table (the) 2.7t Core n4e 353 Cont. Hdlau Cmu Filled CMU PT Wood Meta Pattems M:: UNacm V4'FkOUllncon rm 3Hf7Ei,.tin rm Yr ECOUtreconAnchorCllp U4'SS ec Appra3etor YtYEke Utl_Aggm61der 114'SSEico N70Sled Serew(C2i)Stt #12S14d (36) M129kdo SC (05) Ed2412' 1" 2-1Ir 3-116- 1' 2-Vr 1' 2-1/2' T miar Y 0.49' 05r 0.32r 1.1d' 1-w r 1-i/4• 1-V4' 14/4. 1-1/r t-t/1' 1-Im 2' 1-3iS^ 1S•S' Mee 2 NCrno ® 4.7Y Min OC. I sum9d dr OIRe1 Cup (Fig. 1) 3w N3 390 is 450 be eDO to 1644 M 270 Cs 2aD M 3m 10' 74010r 374IIA 664 W 946 r. 341 I0f 442 •4 5601D7 1 Mochas @ 1.tY MM O.0 I SIR1deq (ar mw) Clip (R9. 2) 4 Arch-0TMa. O.C. 1(2) a li Angie Caps/(R9. 5Y d90 hs 790 Nf 7m he 7B0®9 NIA 6BD IF NIA 1560led WA 1896 IDS640M NIA 380 b SW IDf NIA NIA WA 7601Ce NA 7N Ibs WA 680 Gs WA 1B92101 682ItA 6821bf 1. b SOS ibr 11201Df 1t2010s 3 Arc 11n®0.6r m11 O.C. I uznp, h9o.f00'ANIn1 (Fig 4} 1 ArcMr1 FL Tfg. 5)' NIA 19519f WA 195 7M NM 226Its WA 445 bi WA 822 Its IUA 136 W WA 1Po m NIA 177 bf WA 3701M WA 1s710s WA 332 as WA 4731hf NIA 1701bf WA 221 F. 950 is 280 M 2 AYliaf 1.t9' Mlrt O.C/ FC9p 9. I 210 •s 350 ra WA NIA NIA NM 10D m WA WA N/A WA WA 341 bs 4421bs 560 Es FIGURE 1: FIGURE 2: • 0 . 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. FIGURE 3: FIGURE 4: FIGURE 5: r ANGLE CLIP MUST BE USED IN PAIRS. FIGURE B: • 3) MULLION AW4MU6LJPII CLIPS SHOW* ARE IIOTVO Sdklt. FOR EXACT DIMENSIONS, SEE SHEETS 21-a3. HOLES T(bBENRINLEDAN THE AEL19 FO OWING DIMENSIONAL RESTRICTIONS SHOWN ON 6HEETS 21-29 FIGl1RlS Sh S4%ITT ,.APPROXIMATE HOLE LCCATIONS. • • • • • • • • 4) SUBSTRATES!'ONCR�TE Sy L C Y8R40:C1 VUZIECIFICATIONS. HOLLOW AND GROUT-FILLEIPCONLS TE BLOb�UNIT jCMU) 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 (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST 125" THICK AND A36. ALL ANCHORS"O SSEWAL SHALL•9(TIENV!!f2EAST 3 FeADS BEYOND THE MATERIAL #10 & #1• ANCHOR! INTO WOO Ij*AY BIr•STEEL, 14 SA O 41gS.S. • • • • • • •• • • • • • • • • • • • • • (DP_) 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 125• X 3.25. X .624" MULLION FOR FIELD -MULLED UNITS 1.25" X 3.25 X .624" MULUONFOR FACTORY -MULLED UNITS PRODUCT REVISED as comp)ying with the Florida Bullding Code NoA-no, 17-0630.01 Expiration Date QS/'26/2021 VC _ * ; No. 587,05 Ao�a 10NAL Ie �. A. LYNN MILLER, P.E. FL P.E.# 58705 IAtlLC IIA MUllon CapaclW Table (Ite7Rl) Openkty WIdih (tor 9edieay`5pe7riingmt0ola) or0pening Height (forhora0Ka"perming 711WFiorls) 50 in 60 in TO In N In N in 1001. 120 in IAO it 160 in 125339d RectanpW.r L..di.g T,WT.4- L..dinp Re�Mngular Laadrp T.pTian9. Ls.d'mg R..Unguhr LO.d'mp Tr.p/TO.M. Le.dn9 R.eUipu� In,.Mrp Tnp1ri-E, LOdnp R-10.r 1440i• 7nyfdwP L.e g R.aanpAr L..dMg Tr.p(Tfi g. Lowing R4naqutar Lo.&V Trep'RUng. L0.dn0 Rectanguhr Leading T,.plreng. LOafnp RACUngJrr Ler,dng Trvprrri.ng. LeWinp B. 624 Alum. TUbe Mallon s e is �fi $ as g fi kA g sa .' 1��c ifi .36 5 a� :€ Es ar w S gg ea g fa = $ 55� 8 �& a� �€ �@ r3 ia" i r as 3fi sa 37@ i 3 3e 5 fa 3fi �a $1e � 'g as @@. =.0 .1 :� it _ 44 S _`0 f@ LE gg a $' bid H $•� g@ U 421n 1T0.0 620 170.0 436 170.0 7N 1T9.0 471 1111 861 /70A 506 170.8 922 170.0 519 170.0 1116 1700 521 170.0 1240 110.0 521 170.0 UBB W0.0 521 tT0.0 1735 1T0.0 521 170.0 190 1N.0 521 41 in 170.0 708 170.0 514 1780 BSa 170.0 SM 170A 992 170A 00 170.0 1133 170.0 661 170.0 1275 170A 8P 170.0 1417 170.0 WO 170.0 1700 170.0 WO 1700 1983 1701 ABC 170.0 2267 170.0 WO 506251n 170.0 7d7 170.9 663 170.0 N6 170.0 63l 1700 lad6 170.0 AA4 1700 1136 170.0 723 170.0 /34b 170.0 T47 170.0 1424 1T0A 751 179.0 1793 170.0 756 1700 2D92 170.0 766 170.0 2391 170.0 798 64 in 170.0 797 1700 612 170.0 966 170.0 691 170.0 1116 1700 764 170-0 1275 170.0 N3 170.0 1434 1700 837 170.0 1694 170.0 859 170.0 1913 17to W1 170.0 2231 170.0 561 U&2 2/03 170.0 861 Nin 170.0 am 170A 701 1 00.0 1063 V0.0 797 ma 1&0 1700 111 170.6 1417 1700 944 170.0 1514 170.0 I98 170A IPt 170A 1033 170A 2125 170.E 1063 1103 2163 170.0 100t.2 170.0 1063 63 in 170.0 930 170.0 7A6 170.0 11 IA 170.0 6N 110.0 1302 170.0 949 170.0 1488 170.0 1016 1T0.3 1673 110.0 1076 VIA 1869 170.0 1122 1W.1 2160 17010 /1W 13A.5 2060 Val 1171 170.0 1171 o SAM 170.0 974 170.0 7" 170.0 11G9 Inn 903 me 1M 170.0 1002 MI 1656 170.0 /046 170A 1753 170.0 1155 170.0 1946 170.0 1210 /13.0 1966 170.0 1276 1226 1966 1M-0 1206S 170A 1216 e 1n 17D.0 100 170.0 A71 170.0 12T6 170.0 1009 170A UW 170.0 1126 1N.1 1700 176.0 1229 164_t iT34 110.0 1715 178.7 1774 1898 1386 115.6 1731 165A 13N 99.1 1734 1W./ 1362 IN Ji 1n 1T0.0 1122 170A 4J7 170.0 t74fi 170.0 1060 151.5 -TUG 170.0 1209 147.4 ISM 165.2 t266 131.1 1666 161.6 1266 117.9 1556 U1.3 $261 983 1655 123.3 1229 M1' 1556 1723 1218fi 121.2 1216 76 in 170.0 1161 170.0 %7 170.0 1381 170.0 1116 155.9 14P 1693 1N5 176A 14P 152.0 1224 121.2 Utt 139.1 t20fi iN.t tIP 129.E 1191 90.9 UP 118f 11W PA UP 110.2 1168 1093 11t490U20 1110 llfi5 N6 1t5A Ilia 123.9 966 101.6 7170 tOl9 961 88.8 1110 953 97R T89 1110 %.6 972 71.0 1110 80.7 910 WA 7110 71.3 097 SO.T 1110 fi6.6. 67B 62.7 070 90 in 117.0 975 120.3 B72 97.5 975 /01.5 85A 13.a g/5 08.3 642 73.2 976 76,6 129 66.0 975 712 117 585 975 65A Be? as 975 57.4 7W 11.1 975 523 P5 36.9 975 49.3 767 106in 822 P1 94A 696 $1.5 P1 70.I 686 W.7 P1 81.3 671 51.4 771 54.3 664 45.7 771 49.0 AN 41.1 771 41.9 647 34.3 7H 789 63T T9.4 771 35.0 621 75.7 Pt ]2.A fill 111 in TS.T 730 P.3 667 G31 734 65-0 650 54.1 730 563 640 47.3 730 49.9 631 42.1 730 45.0 A. 37.9 T38 41.1 614 31.5 Tap 356 sm T7.0 73a 31A W9 M.7 MO 29 5511 120 in 599 624 files 599 49.9 624 51.2 SN /2.A fi2f 41.3 552 375 624 39.2 64/ 33.3 E24 36.3 537 3c0 SU 32.2 531 250 624 77.7 519 21A 621 24.6 W9 187 62/ 225 501 I" 1. 34.7 d33 35.1 600 28.9 433 29A 305 24.1 433 26A 390 21.7 433 224 306 19.3 433 20.0 301 17.3 433 102 376 I AULt lltl Ancl7orCepecky Table (IM) SU061oie: 2.7k COrclele, Hdm Cmu FIW CMU ITT Wod Metal S/8' Eta 1/e SS ❑m WOSled M2St0el e12 SI MAnl:hor CSp PetbmeArxtwr Tyce: &16'EleO UllraOn i/f FJc0Urt2.on3�16'fleO Ulnem uq'EYOUtlraeonlltaCAl A168e6•a 9GrM (c5) Serer SCRv (Cib) 1• 2-1/2' 1" 2-VT V 2-1/0' 1- 2-Vr3-1/6^ 7 O.IB 0.5r 0.32r l-V4" 1A'r 1514• 13'4•1-V4- F2.5kC., 1-lr mg. 1-Vr1-11r r 1.34e^ t3'e vats 2 A1K11G.3 ®47 61n O.C. 1 SWd4ra Q Oltei CNp (Res tk 3m OI 8001Te 270 Ins 260 to 3% IDS 7401m664 t6 WNIA 94 lbs 341 t9 442 ke S60 to 4 A0tt1®1./5' Min. O.C. / Staldld (d CASH) CA (R 460 is WA NM 380 0e N/A WAWA WA 6A21Ds BB51ta 17211�1Arcrd4(7a 2ft5A1gle Cps/ 1r9. 3Y 7BD is 15911t6 SAOIDs 660 ti WA 76011a0801W 1BtQ l0s W21D3 885 b 1121ID+O34• Mn. O C. 7 U131p, k00.100' Akm (Flg- 4) N/A M-AN, WA N/A WA WA WAWA WANIA WA 126710. 1 ArcMT7 FL'Bp (Rg. SY 195 t3 4450e 822 to 733 M 1 q t3 177IDS 97011533211s 4791a 470 t3 221 tB 280 m 2AnUDn ®1.15 Mn O.0 7 Fr9p (H- 6) 240 DS WA NIA NIA 1 g0 t6 WA WA I NIA I WA I WA I ml t4 4+2 m I -I 6x RNt:KVK u4 AA411rAWVDrMen1r (DP )X ( ANCHOR CAP.,,,,`=ANCHORGAP.- 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 ADDI"rIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1250" FIGURE 1: FIGURE 2: TABLE NOTES: S • • • 0 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION / ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3.94" . ANGLE 3) dLC100rAlNfIM1.SLlgl CyP546HQWN1IREMOT TO SCALE FOR EXACT DIMENSIONS, SEE CLIP MUST S4ETS 21.23. IdOLES&TORFADRI•LEDIN VHE MELD FOLLOWING DIMENSIONAL RESTRICTIONS ® • BE USED SHOWN ON SY�TS6C1-A. FIGURES SHDR' SUGGF•STED, APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4) "STRAIF". CON1 FTE SAALL (�NF IA) ACI 301 SPECIFICATIONS. HOLLOW AND FIGURE 4. FIGURE 5: FIGURE 6: 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 624" • 6063-TS AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND _L • TF{" JOB GAUQ% OTR1/ WRAL STEE@ TO BE AT LEJAST .125• THICK AND A36. ALL • �ICHOR$INTO METAL SMALL WTEND AT1-EAET 30SC THREADS BEYOND THE MATERIAL liW & #12:NCHORS IN90 WOOS MAY BE frF•EL, 11�8 SOR 410 S.S. 1.25 X 3.04• X.624- • • • • MULLION ••• • • • • ••• • • • • • • • • • • • • ••• 0 0 0 ••• • PRODUCT REVISED ae eomplCyylnyy with the Florida Building o4fi NOA-No. 17-0630.01 Expiration Date 05/26/2021 ..•' 1,10ENSF'• ��'� * : N0.58705 STATE �*71 'ONAL ENG A./ LN.N M i3ttil2, P.E. FL P.E.# 58705 17iDl.0 rClt ' Mullion Capacity Table b Opening VIWth(for tertca"parry rig mllfare) or Opening Height (for hDAmrtaM Buivirg mLdAos) 50 in m In 70 in s0 in 1eon 11001. 120 in 1401n 1601. 2r4 r.25 Reelengular Loadn9 7FatJ7Hr19. laamry ReclabLr Lwdne TmWldanB Loo&V R.lenprW Leeft Trap(TrrV. LeedrV R-lon•rer Lnadllp TnyTrenO, Loadng Recirllprlr lwdn9 TtldHir,p. tcadne Reclrpdr Loring TteplTrrlp. Loading Reding" L--&V Traprlidvo lna@V Rectangular Loadnt7 TroplTneng. Leadrp Recteneuler LOedrV Trap7THane. Loadn9 Alum. Tube Mu6bn g Sc E ^ C S 8 Sc g S� 5� p PSE S asy�y ,�• SS S X K r S 8 �• 8 Sc _ So L 8� L 8 & ��aa d� 4 $� S .�'',- S �_. K S b 6 S 7�t b5 8 Sc A� K �' �S a 6� a 6� 8-a r aZ d 42 In 435 170.0 744 1R0 478 170.0 00 170.0 5W 170.8 "2 170.0 619 170.0 1118 170.0 621 170.0 1240 170.0 Ml 1700 14M '1700 527 170.0 1735 170.0 521 170.0 1903 770.0 521481n 70.0 524 170.0 Me 170.0 5M 1170.0 902 170-0 930 170.0 1133 170.0 681 170.0 1275 170.0 $77 170.0 141T 170.0 NO /R0 17W 170.0 -000 170.0 INN170.0 680 1T0.0 2267 880K12 70.0 563 170.0 896 1R0 531 170.0 100 170.0 854 170.0 1195 170.0 723 170.0 1346 170.0 747 170.0 1404 1700 756 170.0 1793 1700 756 170.0 2002 17D.0 756 170.0 2301 1-- TO 755170.0 RlTO,06=2070.0 872 170.0 956 170.0 .1 1?..0 111. "... 1. 170A 1275 170.0 aw 170.0 I434 17MID 837 170.0 1594 1R0 856 170.0 1213 1TO.0 801 170.0 2231 1R0 061 25M 700 '86170.0 7- 170.0 1083 170.0 797 170.1) 12{0 1T0.0 878 170.0 1417 170.0 941 170-0 1594 170.0 998 170.0 1T71 17QO 1033 170.0 2126 170.0 100 170.0 2479 170.0 1063 2880 170.0 108370.0 745 170-0 i116 tRP O50 170.0 1]02 M. 990 170.0 1488 170.0 1073 170.0 i1i73 1700 1078 tR0 1859 170.0 1112 1R0 7231 fR0 1168 166.7 2553 170.0 1177 2563 170.0 1171 170.0 W4 770,0 769 7T0.0 1189 170.0 D03 1i0.0 13. 170.. 1002 170.0 1'AB 170.0 10B6 IJ0.0 i753 170.0 1155 170.0 19M 170.0 1210 170.0 23N 770.0 1275 771.9 2437 170.0 1206 r7l. 2137 170.0 1296 1700 I063 1700 878 170.0 1275 7R0 f008 170.0 1488 170.0 It128 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 145.E 2184 170.0 1N8 124.a 2184 17D.0 1529 2164170.0 1539 170.0 1122 170.0 937 170.0 1346 170.0 loss 170.0 1570 170.0 1209 170.0 1794 170.0 1322 I65.1 79B0 170.0 1421 14316 1960 170.0 1503 123.5 1960 161.6 1548 101i 1860 154.0 1535 1980 152.7 1531 78n 170.0 1157 1T00 967 170.0 i381 77C.0 1116 t10.0 7811 1R0 1250 170.0 te42 170.0 1769 1527 1861 170.0 1Q4 137.{ 1861 14i.1 1500 114.5 1881 14T.3 1473 9B1 teat 139.8 7439 1881 137.8 14.A 901n 170.0 1328 170.0 1141 149.1 1398 i5E.0 1218 127.E 130 130.0 Hoa 111.8 1396 121.3 1179 90.4 1328 770.2 1162 69.5 1393 101.E 1147 74.5 13BB 89.9 1172 W.0 17D8 �7 1105 55.8 1798 7H9 1058 96n 147.{ 12" 151.5 109B 1229 1229 177.8 1079 105.3 1229 111.2 1061 921 1229 98-9 1044 61.0 1229 89.6 1029 73.7 1229 82A f078 97A 13m 72.2 993 52.7 7Z28 fi59 977 46.1 1229 62.1 9fi7 108 In 103.5 971 106.8 877 $6.3 971 89.0 882 74.. B71 712 .4. Ti4.7 971. 88.4 037 67.5 B71 619 B25 61.8 871 563 816 43.1 971 490 796 37.0 971 M.0 782 324 971 40.8 771 1t1 n 95.4 919 97.3 832 79.5 819 81.4 8/9 86.7 919 70.8 605 59.. -919- 62D 78/ 63.0 819 58.7 704 47.7 819 51.6 774 39.7 079 M.8 758 31.1 919 40.2 ]rid 20.8 819 37.1 7J2 20n 75.5 IB6 >69 716 828 T86 64.5 705 83.B 786 65.8 �5 Q2 7Be /8.4 686 41.9 7B8 {4A 677 37.7 786 40.6 55a 113 788 349 673 270 766 37.0 041 23,8 788 26A 6JI 141n T 43.7 546 442 604 36.4 Us 37.0 49 331.1 616 319 491 T/.3 546 2a.2 {85 24.3 646 25.J 479 27.6 548 229 474 182 518 19.5 {G4 /b.fi 646 17.2 46S 13.7 648 15.5 448 IHDLC ILD AnchorCopacity Table De SIffiImle 2.7k CPrcmte 35k Cnr. I Hdbr Cmu I FiLd CMU PT W0o0 I L4Ma Y18' Elco 1/4" SS Ek, 1119 EICO 11155 Else 41* 51M 412 SIM9 412 StreI AnchorCllp Patteme A.W Type 3119 EICO LIItmtrl 1/4•Ek. ulmon UV--3•I6•ElLntmram rr BCOUttmcan Ag18� UXWM A9pmGar SC"(((ate SClra 1156) SCrev (GS) E00s tlstarce PN 1• 2-V2• 1' 2-I/2• 3-718' t• 2-112• 1" 2-t/7 2' 3-1I6" 7 0.48• 0.5r 0.32r E Led.olt 9n} 4914' 1.A'r M4• "4. 2• 1-1W 14/r 1-114' 1-114" 1-Vr 1-ilr 7 1$'8' 1 ive, U4r65 2 NKIIOM ®4.7F MIn O.C. / Ma WiP OrONM C9P 0'Ip 184 3M bi 390 be 450 an Boll 1 W IM 270 an 280IEC 3541ba 7401M 3740. 684 2e 946 be 341 Be 442 9• 560IW 4 Archtra02.66" M In. O. C. I SWKWd(tr Ofba1) CDP(NO 4 740 b1 740 ro 830be 1435m 1424 lb3 N/A ISM tN NIA 6651M NIA BBn Le WA 682 an Bec On 1120 On 6 Arcnam 61.71• MNl O.C. I StrtlerO W Olbct)CIO P9 4} 60 n 09] 758 bs 690 b] 9490 NIA NIA 705 be N/A 7991M NIA WA NIA 10221M t3271M 168D IM 4A;rcl Q Y Mn. O.C.: 1272t3 An9k C7I%I rli9 57 780 ba 15fi1 ea 17AM an Wild NIA 760IM 7494. Be0 Na 1892 to 662. be BBS as 112D IIt,6AMm ®3' k i O.C. r (2) N5 Ar01e Cllpe I (Fl9 % 1170 ba 1170 to 102006 2340 to 26N M lit NO IM NIA 11tl 91 11229M 7320 Ibe 2898 Be 10221M /327 Its 16B311S 3 Arcmrs®1.94'M'n. O.C. IUC"'Into .l2SNen. (F707) NU WA N/A WA NIA NIA WA _ N/A WA NA WA NIA NIA WA 073 6Arcmn®0.6/"MIn. O.C./ ULllp, n10 125•AlN1. (FlO. eT NIA WA N/A WA NIA WA W'A NIA WA NN WA WA N/A NIA 2I 9K 2 MKMm ®26r MIO O C./ FLup (Rg 9j 370 be 370 ba 3t51M 7491M 7t2 Aa NIA 2B0IM NIA 34B IM NfA 4tl Yn WA tLA 341 b6 4421M F80 IM 3 Archa3 t71•MIn. O.C.I F-op1RB. toy 449 be 5751Dc 379 ft 0731M NIA 14M 3531M NIA We as NIA WA 511 D5 6641M 810 bs NOTE FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANUARU CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • • • • • • • • • • FIGURE 5: FIGURE 6: • • • • • • • • • • FIGURE 7FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP MUST BE USED Id I I -I I IN PAIRS. arvt.n V K 1,wr15a.1 r 7 r.t/.tw 1 mcn r r (DIP-) � ) X ( ANCHOR CAP ., ANCHOR CAP.- `MULLION CAP.,,o,,,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. TABLE NOTES: /) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION :I :HOV, • • • • • • • • 2) LINEAR INTERPOLATII4 BETWEEN j/1ULL,►Fi♦IGO IS 6 NDR)R OPEMNG WIDTHS IS ALLOWABLE. • • • • • • • 000 • - 3) MULLION AND MULLION CLpS SHOWN ARE te0i40 9CA. F�R FX�1�7 DIMENSIONS, SEE SHEETS •Lt-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING D1hENSIONWRESTRICTIONS SHO N S TS 21-23 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TOACI 301 SPECIFICATIONS- HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM jP AJVW-90. W%Q0eH.1WIvEE PRESSUR/R E-TREED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL EF•6 63-T5 AYD BE A MINIMUM Of•.125' THICK S?EEL•5 S TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAl1GE). STRUCTUft-jBTEEL TC BEAT LFJW'i' .125''}HICK AlAN. AL ORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND TWE MATERNIL. #1S& ✓ 00 2 A♦CHO� .INTtJ W MA : TEEL, 1 B8 S.S. OR 410 S.S. • • • • • • • • • • • • • • • • • • H PRODUCT REVISED as complying with the Florida Building Code NoA-No. 17-0630.01 Expirallon Date 05/26/2021 By Mi•m �d Product ontro io LYrViy2lj •, * : N0.58705 F - OT TEO ; ps • G A. L`{I(!N Nlol�, P.E. FL P.E.# 58705 Mullion Capacky Table 6a7Rr Opening Width (far venCa"penrtrp FIX60116) or OPWIM9 Height (for hon2D 0ysp Mrlg rflLAIO`s) so In SO in 701n BO M 901n 100 In 1201n 1401n 1601. 2 x 6 x ReelenWW Uadrg T7ap7Tneng. Lnedn9 Rx+attehar LorAng TrWTnnna. LIZ Ract.%hr Loaetp 11.07dag. Lowing Reslmlefrr Losdng Tnpa"119. Lowing Rect•p9• Lo•dlrlg TNOT&W L0•dlp Fdetepdar L®dn9 TWMag. L-dhg Reclano. L.'IN TrwiTrhnp. LOadno ReetmpJ. Leadrg TrWT4ap. Larding RecW-94r Lcrdng Trep7fdenp. Lardng .26 Alu11L Tube MuiNon i 3 i 2> � E 3 g o u• � � u � r§ � S c"i � u •G D $ i7 aA �� r3 � � 6 �� S �8 c3 ! tY v v c� �.S S g a u S� 4i a � li ea cr � S a.. a � � a 0 0 e o . IS � 3= $ u 6 3 C $ c7 8� S 42 in 170.0 SM 170.0 435 170.0 7" EVA 476 170.0 I180 170.0 506 170.0 9B2 170.0 519 170-0 1116 1700 521 1700 1240 170.0 521 170.0 14M 170.0 $21 170.4 1735 IT0.0 521 170.0 I983 170.0 521 48M 11a0 7a6 170.0 S24 170.0 WO 170.0 594 170.0 982 Iran 630 170.0 1133 170.0 061 170.0 1275 170.0 677 170.0 1417 170.0 OW 170.0 1700 170.0 NO 170.0 1983 170.0 OW 170.0 207 170.0 ®D 50.625In i70.0 747 170.0 563 170.0 eas 170.0 631 170.o Ia46 17Q0 W4 170.0 1195 170.0 123 170.0 1345 170c 747 170.0 1494 170.0 756 170.0 1793 110.0 7W 170.0 -2092 170.0 758 170.0 2391 170.0 756 54 in 170.0 791 170.0 6f2 170.0 956 170.0 691 170.0 it16 170.0 754 170.0 1211 170.0 so 170.0 1434 170c 837 170.0 1594 170.0 868 170.0 19t3 170.0 8E1 17C.0 2231 170.0 68t 170.0 2560 170-0 ael 80M 110.0 885 170.0 701 170.0 1093 170.0 797 170.0 1240 i70.0 876 170.0 1417 170.a 044 170.0 1594 170.0 904 170.0 1771 170.0 1033 170.0 2125 170.0 1083 1M.0 2479 170.0 1083 170.0 28" 170.0 1053 831n 170.0 OW 170.0 745 170.0 W6 170.0 8W 170.0 1302 t7ao 00 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1652 170.0 1122 17a0 2231 IM.0 IIN 1ro.0 2603 170.0 1171 170.0 2975 170.0 1171 t BB M 170.0 S7} 170,0 789 170.0 1169 170.0 903 WOO 1364 170.0 1002 170.0 1558 170.0 1006 170.0 1763 170.0 1155 170.0 194E 170.0 VIC V0.0 2338 WOO 1275 170.0 2727 170.0 1288 V-0 3117 170.0 1285 c rzin 1ro.0 tae3 170.0 67e 1ro.0 127s 1ro.0 tOro nQ0 14E8 1ro.0 1129 170.0 1700 1ro,0 171E 170.0 1913 170.0 1316 170.0 2125 17&0 1387 170.0 2550 179.0 1488 170.0 2975 170.0 I= 170.0 3400 170.0 1530 'J 78in 170.0 1122 170.0 937 1700 134e 170.0 11150 170.0 1570 17a0 1209 170.0 1794 170.0 1322 170.0 20% 170.0 1421 170.0 2243 170.0 15M 170.0 2692 170.0 16M 1T0.0 3140 170.3 1694 170.0 3599 170,0 1705 f 7eM 170.0 1151 170.0 967 170.0 1394 170.0 1116 no.o 1511 no.o tzso 170.01 tat 1 170.0 +389 170.0 2072 170.0 1474 170.0 23a2 170.0 156/ troa 2763 170.0 1700 tro.o 3723 vo.o m7 170.0 3e83 nD.o 17176 gain 170-0 1328 170.0 1144 1700 1594 170.0 13Z8 170.0 IM 170.0 1499 110.0 2125 170.0 1653 170.0 2391 170.0 1733 170.0 28BW 1ro.D IBte 170.0 318a 170.0 2125 158.0 U13 170.0 227-3 136.5 3413 170.0 2361 WIn 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170A 1W3 170.0 ton 170.0 2257 170.0 1794 17oA 25M 170.0 1952 170.0 2833 170.0 2095 leM&O 3199 170.0 2338 IVA 31" f58.6 2470 120.0 3199 IWA 2426 108in 170.0 1594 1700 1400 170-0 1913 170.0 1647 170.0 2231 IM,3 f870 170.0 2550 170.0 2075 164.8 2701 170.0 2271 148.3 27BI 151.9 2333 123.5 2781 140.4 2MI 10SA 2781 125.9 2234 92.7 2781 116.0 2190 171 M 170.0 1638 170.0 +43/ 1700 1966 1ro.0 1700 170.D 2293 170.0 WW2 170.0 2149 Iil.s 2532 1523 2245 138.6 2832 1464 2218 113.E 2e32 126.4 21M 07A 2032 115.1 2126 85.4 2832 106.3 2086 120M 170.0 1771 170.0 1586 170.0 2125 170.0 1659 154.4 7252 159,D 1901 136.1 *21211.7 1964 120.1 2252 1272 /938 1a6.1 2152 118.1 1813 90.1 2252 9B.E 1E72 77.2 2252 86.9 1836 67.6 2252 07.4 1808 7E2 1390 Bg.S 1- 721 1073 626 1554 65.7 1355 621 1584 58.0 1330 M.7 1584 4B2 1305 39.1 15E4 44.4 1Z81 I HOLC IJO Anchor Capacity Table Ibe 3ubstretr."ft-14. 2.Tk COnonle 3.5k Conn. Hoeoa emu R%d CMU PT VV-d Mehl Anchor C9p Patlems AWe Type:esn IW Ebe Umaon Y7S Ebe Ul"' E Y16- c"loo Ult.. 1/4- Eke I r- 1/4' SS ". ADDrtGabr WV El.. Ullneon 114' 56 Eke ADe., •10 6" Saew (G5) 112 3" Screw (05) 012 SWA Screw (05) tope DI.Moa gnRtr 1• 2-10 3-7/6' +' 21? 1• 2-1rz- r 3-1V Y OAr 0.54' 0.324• Embedment(n).3M' 1-W4' I've 2' I-lmr 1-1/4' 1-11C 1-1/4' 1Ile 1-lie Y 1-3er IJ/9' Vine• 2 Archon ®4.75 MM. O.G / 6Wda1d am Clip (R0. 162):0 be 4501bc 69016a 1,44 M 270 ba 2B0 br 31410e 141 fin 3141br 1641bs 906 ba 341 IW 4421h4 5601be 4 Anehan ® 4.W Min 0. Z. I SWs (or Ol 0 Clp (Fb. 3);O Ibs 9001M 178011x 32321be 540 •t %0 ba 708 be 14M br 748 The 1272 The 1m Im W2lbe 685 lbe 112016s 8 Anchen Q 7.71' Min O.G / SwM (ar(Xttsq.g, gyp. 4):016a 4 Anellae Q r Mn O.C-1(2) 20 An" 0pe / (F•. 4 780 ba 780 br 101016s 690lbs 25951br 1560 be WA 1996 b• WA 5401br DIG Ibs Wo ins N/A WA 10651be 760 be NIA 748 lb, WA NO Ibe N/A 15921be 1363 lb9 682 lbe 1770 ba 6B516e 22401ba 112D ft 6 Archon 0 W Mtn. O.C. I (2) Zk5 An9b Upr I (HD. b) 15801ba 1m01ba 1300 Ibs 3120 Its 3792 bs 1090IOe I QD br WA 15X lbr 1495 lbs 1760 ba 3784 The 1383 bs MID bs 22401b 12 Artlw g i.5' Wa O.C. / (2) 2s5 Angb Ceps / (R0. 7): 16801b4 21001bs 1440 ba 378016a WA WA 132D bs WA 15001M WA WA WA 2045 be 2654 IN 3360 Les 4 Anchors 01.347 Mln O.C. I U-dlp. Info .125' Ahem. (Fy. 8)'. 8Anchae Q 0.04' Min. O.G / ULNp.IMo 125' Alum. (Fip. ej 2 AW- 0 4.W Min. O.C.I F-Olp (Hp. t0): WA WA 990Ihr WA WA 3001he WA WA 45011xi WA WA 890 bs NIA WA 16161Ds WA WA ZIO bs WP WA 260 bs WA N/A 354 be WA WA 740 In WA WA 374 The WA WA 6361be WA WA D461b4 WA WA 317 bs N/A N7A 44216+ 11301be 2861 Ibe -W U 4 Anohae 49 1.714 MM. O.C./ FCllp (FIO. 11): 39a lbe 700 lbr SOS Ibe 1248 ba WA WA 470 be WA 53S br WA WA NIA fi82 fha B951be 1120 be NOTE: FORTH OFFSET CLIP, USF THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD Cur. TABLE NOTES: RNGHOht GAPAIA I T AUJU3 I MLN I rVttMULN: (DP.) X ( ANCHOR CAP.` �AN'CHOR 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 Wl I]CH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2 FIGURE 3: FIGURF 4: FIGURE 8: FIGURE 6: FIGURE 10: FIGURE 11: 1) SEE SHEET 3 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • • • • • • • LOADING. SEE SHEET 2 4 FOR GENERAL INSTALLATION METHODS. • • •• • • • • !) 00 LIR To. INIDCI3E:NEEN ,MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • �r M LI 4D I§UL:010. LIPS SHOWN ARE NOT TO SCALE. FOR EYA.CT DIMENSIONS, SEE SHEETS • • • • • • • 1-2 M. ES TQ BE WRILUED *1 *HE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE 6: FIGURE 7: • • • • SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE • • • • • • • • CLIP 4) SUBSTRATES: CONCRETE SHALL CCNFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FI (FIGURES CONCRETE BLOCK UNIT (CM I1) SHALI•CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE -TREAT • • • • • • • 5 - S • • • • YELLfJIAOU� QN PINE WI FJAN.SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF L f16T IN • THICK EL SUDS TO B` A MINI WUMGRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL • • • • • • • • �I� �A AST .12W THICK ANEbA36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW • • • • TARE#DS4PEYOWgTHE MALERIAL. 010 R #12 ANCHORS INTO WOOD MAY BE STEEL 16-8 S.S. OR 410 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • PRODUCT REVISED as complyyingg with the Florida Building Cotli NOA-No. 17.0630.01 Expiration Date 05/2612021 `a00LY114A/,� 1." y1GEN/ ' ,pF • •. � i * No.58705 E • �� SATE . • !V: A. [AVWN I`P(44ffi2, P.E. FL P.E.# 58705 IMDLC tw'1 Mullion Capacity Table aAt2 Opening Width (tor nerdcWsparrdn mu lone) cr Opening He1gM (for hoAmntaly-sparring minors) 501n 8D 01 701n W In Bola 1001n 120 in 1401n 160 in 1.26" x 2.11' Rar4apuarI L-dlng TrWrdag. t°adir*a Recanguar Loadag Tlaprfdona Leading Red.W1 r Loading 7npRlang. Loading Rectagular Loading Tapfean9. Loading Re«aoWar Loading TraprTdang. loading Reotangdiar Loading Trap hang. Loaong Reotengular Loading TmprTdaq Loading Rectangua Loading TraprTdane. trading Rectangular LoaAng Tr-rQL Loading .125"Atom Tube Mull r s $a� 8 s i d` 6s $8g.: �¢'.-, r D 3i`t �Sgt a` D �T� sgA ayg ad IF i? 8g3yF 3a' MEd� a F#^?aEj$ 2ra Se p{^¢ H zK .. ES a` �q y6¢ 421n 144.2 5" 167.01 428 120.2 578 14119 419 1010 526 13e9 414 90.1 Me 134.6 411 80.1 520 134.1 411 721 528 1341 411 1 60.1 520 134.1 411 51.5 626 134.1 411 4S1 526 134.1 411 48h 96.6 403 1010 333 e0.5 4o3 94.7 30 60.0 403 OVA 320 60.4 403 81.4 317 e3.7 403 79.1 315 48.3 403 78.6 314 4C.3 403 7&e 314 34.5 403 78.0 314 30.2 403 7&6 314 W.8'251, 82A 362 91.0 301 Gee 352 79.3 294 5&9 W2 T1.9 289 51.5 352 672 286 45.7 382 64.8 204 41.2 362 SaS 283 34.3 382 63.5 283 29.4 352 03.5 283 25.7 382 63.5 293 51 In 61.6 318 741 2fi7 %3 310 6l2 Z81 I&6 318 57.7 256 414J141 37.7 318 60.8 250 339 319 493 248 2&9 Ste 49.1 24a 24.2 318 49.1 248 2t2 3/6 49.1 218 101, 49.1 211 53.1 219 41.2 256 -1 214 *1 2M 40.1 211 -97 27.5 258 34.9 204 247 256 33.4 203 20.6 256 31.2 201 t7.7 258 322 261 1&5 266 32.2 201 o ei in 417 234 45.6 200 35.6 Zia 39.1 195 30.5 2M 34.7 192 2&7N 23.7 234 20.4 106 21.4 734 2&0 154 17.0 234 26.6 183 15.3 234 %.5 193 13.4 234 28.5 183 861n 37.2 213 30.4 183 31.0 2t3 31.7 179 2&5 213 Wa ITS 23.273 20A 213 26A 170 1&6 213 a7 109 155 213 22.2 187 13.3 213 220 168 11.6 213 a0 16672 in 28.6 170 30.1 155 119 179 23.8 152 20.1 179 as 119 17.87 15.9 479 11.7243 ifi1 25A 140 10.3 181 21.9 137 174 161 1&0 136 15.233 78M a5 182 23.5 I. 18.8 152 19.9 1 IM 1&1 152 117.5 lie I ADLt 140 Anehor Gpaelly Table e StOekete 2.7k Cmclete X5k Cott I HOib#CMU I.. PT Wood Meld AnrhorC9P Patiame Ar"Ty;a SIt6'EkO Ulkacm 1/l EkONtrac on 3/i6'Eko lnrsm 3/16'Eko U 9rxan 1.4"Eko llltracm t/l SS Eko AgyKlal« 5M6'Eko blracon 1/4'68 Ro AggrGaar 010 Staid 6c aw (G6)scre4 1 #12 stal (^..6) 1n25teei scent (OS) Edge D.=e(Inz 1- 2-t2' 1" Z-t/2' St/6" P 1_tr2' t• 2UC 2• 3-1/8' 2' 0.48' O.Sd• 0.32r - EmbeLMnt 1- 4" 1a/r 1 YL t.1r r 1-074" 1-114' t-1!r - IAW 1-1/r 1-1/4• r 1-3N' 10-- 191Ies 4 Att ®3• Mn- O C I (4 2i 5AngIe CfiM / 1FIg. 1T 79010a 78D I A 690161 1: Po its 169614 540 6501b3 WA 7W .a 746 ea B . as 1.0a 6B2 D1 8851bs 1430 Ibs (DP,r,)X (ANCHOR_ANCHOR CAP.,,,a `MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUALPRESSURE REQUIREMENT FORTHE 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 NOTE& 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 1: 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. 2.116" E- _ FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED L 125' CONCRETE BLOCK UNIT (CMUjs HAL COjj••11FOR TO VT%C•90, WWD SHALL BE PRESSURE -TREATED T YELLOW SOUTHERN OE0.55.�iJ.IMIjIUf{SHIELL B£6063-T5 AND BEA MINIMUM OF.125' I THICK STEEL STU TO BE A M YMX W 31ANW .04P TWCK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1.26' X 2.11' X .125' MULLION LEAST .125- THICK ANQ A36. AI j#.NCj1OFW INTO NIETALGWLL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULUON) THE MATERIAL. #10 8 #1j ANCHgRS WTOIWOMD MAYBE FEEL, 1TP6 S.S. OR 410 S.S. •• •ee •• • • • •• •• ••• ••• ••• • • • • • • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • die• • • • • • • • • • • • • • • • • • • e • e e • • ••• • • 0 •a• 0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 Miami- a� Product o-�1 III I11rl:/ . * No.58705 & ANAL \ENG: A. L11NN�+rIi. P.E. FL P.E.# 58705 Mullion Capacity Table (b&W Opening Width (for uer97259�-Bparring mAons) or Opening Height (for hortmrita"a rirp mullons) 500 60 in 701n so In 901n 100 N 120 N 1401n 160 In 325" 30 Reebngaar L."na TmpTrl . Lnadre, R trGular Lwdn9 TmpITMn9. L.aadn9 Rectanp4ar L-ft TmpTdalg. Loafing Pe l ngtlar Lmdng TI*Tdsg i.mdno RecwWW L-AW TraOTdap- Loadre Rscbnplr Loadn9 TnaMlang. Loaeng R-wgAw L.A g TrWW q. Loadrq Reennpler Loedrp TrePT&-V Loeere R Yanplly Loedre TngTAanq Lmen9 DEG. AL BAY MULL ��pp 2C x :G yu Z r x n: �g 466 a r yy r 6" yy aaY x ��IItt is d`¢ iig[ 7E £ 2 pp �6 x �.-. Sg d k fi^ Z qp, C�K 'g (gQ�• 46 £ yt I25 ZS c_ }' g' d@ £ Sd fg. g Q•, fir¢ F a £ x ■ 33 L• ¢c £ _ L. g g drd Z�iyE. £_ 6• g li _ 8 g p Jf a2. x g a• ¢ ya d8 x 3 x_ y y2 dd 421n 170.0 620 170.0 435 170.0 7" 170.0 4711 170.0 BBB 170.0 505 170.D 992 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 521 170.0 '4!8 170.0 521 170.0 1735 170.0 621 140.1 1740 170.0 521 MN 170.0 709 170.0 524 /70.0 85D 170.0 SS4 170.0 982 170.0 830 1TO.0 1133 170.0 681 170.0 1275 170.0 6T7 170.0 N17 170.0 660 152.2 15M 170.0 680 130.5 I= 170.0 683 114.2 15M 170.0 060 50.1526 in 1701 1 747 170.0 W3 170.D 886 170.0 831 170.0 1045 1 170.D 684 170.0 MIS 170.0 1 723 170.0 1345 170.0 747 1642 1413 17C.0 756 136.9 1443 170.0 756 117.3 1443 170.0 75S 102.6 1443 170.0 756 54In 170.0 797 170.0 612 170.0 956 170.0 e91 170.0 ilia 170.0 754 170.0 1275 1100 803 16C.4 1353 1700 837 144.3 1353 17CO 556 120.3 1353 170.0 861 103.1 1363 170.0 881 80.2 13M 170.0 $01 80N 170.0 BB5 170.0 701 170.0 10M 770.0 797 167.0 1215 170.0 079 140.1 1218 170.0 a" t29.9 Via 159.9 936 116.9 1219 1511 924 97.4 1218 148A 913 1218 146.1 913 73.1 1218 146.1 913 63in 1700 930 170.0 745 170.0 1170 170.D B50 150.2 1150 168.E 933 131A 1150 153.0 914 1165 1150 141.9 BBB 105.1 1150 134.2 086 671 1160 12fi.7 871 1150 7282 070 65.7 1130 1282 870 t all in 170.0 974 170.0 7B9 152.4 1048 165.8 B81 130A 1048 146.8 861 114.1 1046 133.1 050 101.6 1043 123.4 B39 91.4 1048 11&6 Sag 75.2 IW8 109.4 821 1C48 108.2 918 57.1 1048 100.2 818 �e 72 I. 14D.5 990 147.9 764 117.4 Sao 120.0 746 100.E NO 110.0 734 86.0 BBO 100.0 722 7&2 880 92.0 712 70.4 810 SU 703 55.7 463 [7� 650 7&5 08B M_C 850 76.4 688 J le in 1f0.7 790 125.1 090 99.0 780 106.1 S76 85.5 790 �] 683 71.5 790 83.8 BSi 66.5 790 7&9 e43 SB.e 7811 T1.7 S35 48.9 624 790 62.1 618 37.1 790 81.5 877 78In 110.8 750 115.5 $57 92.3 750 96.1 644 79A 760 85.9 W2 69.2 700[27.6 B21 61.5 760 70.6 612 55.4 760 657 605 la.2 t49529A 594 750 50.2 5M 34.6 750 65.5 558 90 in 72f 663 74A 600 60.1 SW 829 491 81.5 583.E18345.1 563 475 10.1 563 HA 468 36.1 SB] 409 4B2 30.0 452 683 33.3 445 22.5 583 111 M2 9BN 59.4 495 61A 443 49.6 495 51.5 435 47-4 495 44.E 427 31.1 495 421 3&D 495 38-1 NS 29.7 405 332 409 21.8 !CO 272 195 Z6.8 384 108 4:15 25.0 380 10B In 41.7 '391 42.E W3 34.0 W1 35.9 34a 29.8 391 9Ll 342 2SA 391 337 232 DB1 242 333 2&9 391 22.4 328 17.4 321 14.9 391 17.E 115 111 N 30.1 J70 SB.2 J35 12.0 37G 73.0 330 27.5 370 28.6 328 260 370320VA ]TJ 22.8 316 1&2 370 20.9 312 16.0 370 181 305 N .4 317 301289 25.3 317 26.0 26/ 21.7 317 22.5 200 19.0 317 2M 1&9 317 1T% Z73 iM In 1T.6 2M 17.6 2M rucwo Anchor Capacity Table s Suixuaw 271, Cmnrde 3.5k Conn. H.0-emu FOW CMU PTWo9d WWI Anchor Clip Patterns Aaelnr Type' 31/8' EIOD Ulbaaan 1l1' Ebo Utlecan 5I16' Eka uroaean J/16" FJoa Ultnaon ifd' E. Uarnom 1/1" SS Elea Aggaaamr Sn8" Elee uaxon 1/4' SS FJ4o AgpeOalr 91C Sbd solew lets) 912 6tW Scmw 1a51 912 Sled eerca (Os) Edge Dk:tente (hF 1' 2-1R' 1' 2-i/2' 3-ile" 1' 2-1W 1• 2-1? r 11fS" r 0.92d' Embadrrd(N7 134' i-3/4" 13/4' 1JN" 2' 1-1Ir 1-iH' 1-1/1' 1-1 /1' 1.1/1 1-1/4" T 1-3/8" 1-3/S" wriea 2 MO - Q S W.. D.C. / (2) 2r5 An9b C" I (Ra, lr 390 bs no am 450 0r S901Da 17101W 270 tla 2B011, 114 br 14010e 7T4 IDS 72(1 an me tla 341 tle 4421ba 560 9n 4 Arekva g! 3.S MR O.C. / 0:1245 Arele C7sa / (t19 2). S Mcllm ®2.71' Mn. O.C. ! UI 215 An9N O' f (F19. 3} 7B0 tle 112010a 7B0IDa 7720 an 78016a BSB la 107C IDa 22161be 2523 ba 22N Yr 5/0 9n WA 5601W mo TI NA WA 1120 tla 10591ta 74B ID6 N/A BBO IDa 13201DS 1882 as NA 592 IDa 10221- BB51bs 1327 la 1120 as 16801Da inl.rl V K I.NrNI.I I I XYJUJ 1 Mery r r (DP..) 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 LOWERTHAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADO ITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. O 10 PRODUCT REVISED as comp)ying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 ey MiamF-D.Mlle Product Control FIGURE 1: TABLE NOTES: El 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 E. FOR D(.e D1MEN%C. SEE SHEETS 21-23. '125° • • • • HOLES TO BE DRILLED IN THE FIELD FOt.MOW1NIR SIM84SI.eYvN,.IA`�+lL•e TR TI S -IOR/N ON SHEETS 21-23. 33. �•'' yIGEMyt'••, FIGURES SHOW SUGGESTED, APPRGII(IMATE HNI L • • • • 4) SUBSTRATES: CONCRETE SHALL CF4)RM I 41401 *&PEGIFIQATIQtJS.NOLLOV#AND GROUT -FILLED 3.250" # No. 58705 OA FIGURE 3: CONCRETE BLOCK UNIT (CMU) SHAL1•CpNFOBiViD AST&14C-90. WOODEHAVL BIP RESSURE-TREATED 210 /� ; • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125 l/1 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 30° BAYO '•., S ATE LEAST .126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHOR.INTO:"D MAY%E•S=EE6 S.S. OR41P S.S. • MULLION /�;%;°[ORID?.. G\�� ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. • • \ • • • • • A. LYPi1�111iA�LLER, P.E. • • • • • • • • • • • • • • • • • • • • • • FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • 0•• • Mullion Capacity Table balR' Opening Width (Tar mticaQy-sparring mlliaro) or Opening Haight (for Fnli2ortakspamirg mulon9) 501n 80 in 70 in 8o in 90In 100 in 120 in 1401n 1601n 3.26'45 Rwtegde LeedTo TIaWTdalg. L-Mg Redargder Leadng TrapRdeng. Lading Reeumpi" Loading TtaplTtlm®, Ledee Recn mrlW Lading T.VTkng. Leading Red- Wen Leading lhpilisp. Loading lb di igtar Lading Tiap'friwg. Loafing Reetvgllen Leading Tntp`711" . LOdrg Paehngubr Loring TMIN'Ttang. Ledng Rect-g 1. Loading T�ap/rdeno. Loading DEG.AL BAYNULL 2r x ` r 8 S$ �' 6ep n a i� a u" § la'_ tt �' >re 3`- to c� cS a 1i r cS �' v a u 6 cS �' ss$ 2� 8 c5 U33 5� �• U Sg NN V 2r vE e? �. V y ` r B V$ e� a 4 fTV ge3 V 5p n ¢■ (Jo a a a xs tJa _e 42 in 110.0 620 170.0 435 1TO.0 744 170.0 470 170.0 ON VIDA SOS 170.0 set 170.0 519 170-0 1116 170.0 521 170.0 1240 170.0 521 1T0.0 1µ8 170.0 521 170.0 1T35 170.0 521 100.3 1871 170c 521 48 in 170.0 708 t70.O 524 170.0 860 170.0 5M 170.0 292 170A 630 1704 1133 170.0 081 170.0 1275 170.0 677 170.0 1417 170.0 890 163.7 1637 170.0 680 140.3 1637 170.0 680 122.8 1037 170.0 650 50.626 In 170.0 747 170.0 SO 1TO.0 8W 170.0 031 170A 1046 170.0 6M 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 756 UTI 1562 170.0 755 126.1 1552 170.0 756 110.4 1552 170.0 758 Min 170.0 797 170,0 612 1TO.0 958 170.0 e91 1700 1116 170.0 754 170.0 1275 170.0 801 170.0 1434 170.0 $37 1562 1465 1700 856 129.3 14SS 170.0 881 110.8 14ES 170.0 WI 97.0 1455 170.0 M1 60In 170.0 SW 17C.0 701 170.0 1063 170.0 797 170.0 1240 170.0 978 157.1 13M 170.0 6µ 139.7 1309 170.0 9% 125,7 1309 153.5 994 iM.B 1309 157.1 get 59.0 1309 157.1 082 78.6 1309 167.1 902 631n 170.0 930 170.0 745 1700 1116 170.0 OW 162.9 1247 170.0 940 1425 1247 164.5 993 126.7 1247 152E 985 114.0 1247 144.3 952 95.0 1247 1382 OW St.4 1247 135.7 8% 71.3 1247 135.7 235 t 66 in 170.0 97{ 170.0 789 170.0 ties 170.0 9M 148.1 1190 163.7 965 129.9 1190 147.9 MS 115.4 1190 13&5 028 103,9 1190 128A O/4 88.9 11W 119.5 Se5 7l2 7180 115.1 8!D M.9 1190 118.1 893 C 721n 181A 1m0 169A 577 10t0 1µ,6 859 1151 1010 1TI2 e42 101.0 1010 114.7 828 69.e tOtO 105.E 817 a0A f010 88.8 507 B72 1010 W.8 7% 67.7 1010 87.3 7W 50.5 1070 87.7 789 J 76 in 137.4 905 143.6 792 906 1220 775 739 DB.1 006 107.1 761 85.9 ON 962 749 7&9 908 68.2 738 M.7 WB 827 729 57.3 808 76.7 718 {9.1 906 71.2 710 !29 906 708 708 78n 127.1 al 1325 TM 881 1125 W.8 561 96.6 72S 78.4 SB1 60.5 713 70A B61 61.0 703 838 B61 75A 8M 53.0 581 85.1 681 l5.1 dfil M.5 675 ]8.7 861 617 572 W n a27 M6 85.4 574 M6 721 5M 50.1 646 S29 5M 51.7 B/8 36.1 545 46.0 846 50.9 537 41.4 818 17.0 6]0 M.S 648 4" 519 29.5 846 38.2 511 25.9 646 36.5 507 96 i1 6&2 5M 70.1 SOS [114.5 5S6 59.1 40 43.7 509 S1A 421 425 560 45.8 463 37.9 SM N.4 476 34.1 566 3&1 470 28.4 5a 33.4 459 24.3 ON 30.5 452 21.3 588 28.7 µ7 1a h l7.9 µ9 48.g 4us 449 412 396 34.2 449 35.7 393 29.9 µ9 31.7 337 26.6 449 28.0 38223.s /49 26.1 377 20.0 44s 22.7 385 17.1 149 20.4 381 15.0 4!9 18.9 356 1 11k µ,1 425 45.0 3&5 425 37.2 379 31.5 425 323 373 27.6 425 29.1 357 24.5 425 202 362 22142524.0 SM 1&4 425 20.7 350 15.9 425 15.6120 It 34.937124.9 3M i5.5 321 21,6 3M 22.6 317 19.! 36! 20.5 313 17.3 tµ k 20.2 253 20.4 233 253 17.1 230 Anchor Capacity Table tm a,b6trale: 23k Commte 3.5k C.- HUBPa CMU F14d CMU PT WOOd M9MI Anchor Clip Pdtiernt A1r4w Type: 3716' Eke Ulaea 1/4• Eko Upham 51IF Eta Ultracan 317C Eta Umaca WE... t74' S5 Eko AppaCrbr Wir Etc, UWBea 1/4• SS Eko As9m0ator 910 3leei 9uae (G5) H251eel Sc1ea K+5) 912 Steel Suety (GS) Edde Ols9 6 (nD 1' 2-10 1' 2-tn' 3118' 1^ 2dR' 1• aim 2' 7 0.48' 0.54• 0.324- Embedment(InA 1S/4' 1-3/4' 1374' 13/4' r 1-174• 171/4' 1-1/4' 1.7l4• 1-1/4' ill W r 1.3/S' 1518' .0. 2 Ansnws 0 5• Min O.C.1(2) 245 Anpk t21pe 1 ft. 17 3W M "1 ba 450 be 6W Ia 1700 as 270 ib9 280 a 354 0s 740 be - 374 Ox 720 6e 17 I. mi Ibe µ21be SM 1. 4 Archon 0 3.r Min O.G 1(2) 2e5 An91e (AP. 11Fo. 27 7W bs 7 O bs 790 be 1070 be 2W5 Es 5401be MOIL s WA 11201be 7481be ON [be 1092 R. 6821be 885 its 1120 me 8 ArcMn 271' Min O.G / (2) 2e5 Aigb Cape / (Fg 37. 1 /201a 1120Ib1 %8 V. 2246 Iba 2254 be N/A 8401bs WA 10591be WA 1320 it. WA 10221be IM7 Ibs 1E80It, FIGURE 1: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS 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 F%60WlIiJ6 YIMBNSI•NAL RESTRICTidNS SI-AM ON SHEETS 21-23. • • • • FIGURES SHOW SUGGESTED, APPROIKIMATE HOLB LOC ATION 0 Is 4) SUBSTRATES: CONCRETE SHALL COAFORM fCPACI9yL"�1 PE*yIFIy TI A j4OLLOVYAND GROUT -Fe l E11 FIGURE 3: CONCRETE BLOCK UNIT (CMU) SHALL CORFO(UQ � ASTyf�-9Q't OD HAW. Br WESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG BF 0.5 . 7iL MINUt 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 LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND a e THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 4L0 S.S. • •• ••• ••• ••• • • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. • • • • • • • • • • • • • • • • • • • Is • • Is • • • • • Is • (13P n) X ( ANCHOR CAP .,,,l n_ ANCHOR CAP.,® `MULLION CAP.,,o,,,,,/ 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 T11E ANCHOR CAPACITY TABLE. PRODUCT REVISED as complying with the Florida Building Code NoA-No. 17-0630.01 Expiration Date 05/26/2021 ` 1 ANY LYN y N0.58705 , ;Oc'. STATE F (vVJ S7 q N /A.'L� ONIMI4LM, P.E. FL P.E.# 58705 1.000" �-- -i- ,25" 2.000" 125" f 1" X 2" X .125" MULLION 5063T6 ALUM. X-SECTION STANDARDCLIP 2,000' 6063-T6 ALUM. XSECTICN .125' 5.500' 3.125' -"{ _ CUT HERF To .375"---JJ1 {-.- CREATE FLMIN.LIP, SEE MIN. MIN- I DETAIL F, SHEET I I I A L_ _____I L_______- �- STANDARD CLIP 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR D.C. DISTANCE, MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +1/16". 5.500'375' .375" MIN. MIN. r---------r---- I I I I I I j B I I I I I I I I C OFFSET CLIP 125' 6063-T6 ALUM. TOPVIEW {-{ -- -T fl 25" ULLIP 063-T6 ALUM. rrX-SECTION 125"J --i .740' f-- q .338' MIN. A I ULLIP 6063-T6 ALUM, TOPVIEW Z NTEROF ANCHOR LE MUST LIE THIN THE DASHED BOUNDARY. SEE SHEETS S 17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". TARI C R 1' X 2.75" X .650' MULLION S063-T6 ALUM, XSECTICN 2X5 ANGLE CLIP 6063-TB ALUM. 2_00" XSECTICN 125" 1.25" X 3.186" X .265" MULLION 6063-T6 ALUM. X-SECTION jam- 5.000' I .376" MIN. -- -- - 2X5ANGLE CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE w THIN THE DASHED BOUNDARY. SEE SHEETS 5-18 FOR THE ANCI iOR O.G. DISTANCE, MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER - 1/16'. Mull Dimension (sheet#) PGT Part 0 Mullion Sid. Clip Offset Gip UClip jAngle CIIp 1" X T' X.125" (5) 66WS 666113M 666111BM 666243M 666511M 1" XT X.375" (6) 666006 666114M 6661119M 666244M 668512M V X 2.75' X.375" (7) 66507 666115M 6861120M 666245M 666513M V X2.75" X.6W' (8) 66608 666118M 6661121M 666246M 666514M • 10 X 1. ft X •(9) • 71; 6a61116M 6661114M 66624211 666515M 1.26" X3.181!" X. (1� • 117M 8661113M 666241M 666516M 1.W' X2.1R" X!125•(18) • 0 • • NIA N/A 66B517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. •• ••• ••• ••• • • 2) SEE SHEETS 5-9.42 & 18 FOB SUGGESTEOPAPPRSXIMATE 11.OLECOC:TIV & ANCHOR O.C. DISTANCE. •• • 0 0 • • • 3) SEE SHEETS 2.4 WR SENEFJIL INSRALtTION ME'D-IQDS! • _ • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • TABLE A F-1.266•-1 1 .125" 2.116" 125' .soo" T 1.26- X 2.11" X .125" MULLION 6063-T6 ALUM. XSECTICN Dimension Value (in) For Mullion: A 1.625 V X2" X. 125' Aluminum Tube Mullion B 2.654 C 0.895 D 0.740 A 1.125 1" X2' X.375' Aluminum Tube Mullion B 2.404 C 0.635 D 0.490 A 1.875 i' X 275"' X .375 Aluminum Tube Mullion B 3.000 C 0.757 D 1.118 A 1,312 1"X2.75'X .50" 6 Aluminum Tube Mullion B 3.000 C 0.476 D 0 936 A 2.000 1" X 3.125' X .500" Alum Tube Muff B 2.637 C 0.863 D 1.137 A 2.625 125" X 3.188' X.265" Alum Tube Mull 8 3.262 C 0.862 D 1.762 A 1.813 11.26' X 2.11' .121" Alum Tube Mull PRODUCT REVISED as comp)ying or with the Flida Building Code N0A-No. 17-0630.01 Expiration Date 05/26/2021 ey MIam1- �Product Contro %0p1Y LYN,y�' ........... y * No. 58705 A. LN�7Q,��j(p� RE. FL M9705 1.26' X 3.26" X .100" 125" X 3.25" X .824' MULLION MULLION 6005-T5 ALUM, 6005.T5 ALUM. X-SECTION X-SECTION 1' X 4' X .375" 'T"-MULUON 8063 T6 ALUM. XSECTION 1.250• 3.94' 10D' 624' -1 -; A20' F-- 1.25' X 3.94' X .624" MULLION 6005-T6 ALUM. XSECTIGN .125' STANDARD CUP 2.000" 6063-TG ALUM XSECTION 125" 740" I �21 2 52.000" �.lNGLE CLIP ULLIP .T6 ALUM. 3-TB ALUM. SECTION ,125' X-SECTION L 125"� CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY, SEE SHEETS 10.20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16'. 6.500'� CUT HERETO .375" -CREATE F-CLIP, SEE MIN.-F I DETAL F, SHEET 4 r_______, I I I I 1 1 I I 1 I I I I I I I I I I I I 1 I I I I I I I I I F I I 1 I I I I I I I I I I I I I I I I I I rt STANDARD CLIP ZTEROFANCHOR HOLE MUST LIE 6053-T6 ALUM. HIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116". 375" CENTER OF ANCHORHOLE I MUST LIE WITHIN THE DASHED BOUNDARY. SEE F SHEETS 10.17 - ¢ FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". U-CLIP W63-TB ALUM. TOPVIEW TAR] F C 2�.661'� ___1 125' III 125'0' I .375` �IIIIIIII --•- -- "I1IIIIIII IIIICIIIIIII' •-H- :-----'iIIIIIIII • i.375` ✓1.37` .125 1.877MIN. .125' 32 NUIO.125 2.250 350'45' BAY MLL,5 6030'BAY MULLION 3-M ALUM. L___ 606MX-SECTION • 3-TS ALUM. X-SECTION o�P • • .228"1 .226"J 1--.981"� • • •.74E"A-• • O • • NOTES: ^x 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 Mullion: F 3.687 1" (r X G 1.000 .125" Aluminum H Z680 1 3.000 Tube Mullion F 3.187 1" X4' X G 0.757 .375" Aluminum H 2A30 1 3.000 Tube & "T' F 2.250 1.25' X3.25' G 0.750 X.100' Aluminum H 1,500 I 3.250 Tube Wilhon r_____________________- I I I I --------------------- I I I I I I I I 1 I I I I I I I I I I TAR[F C_CONT. Dimension Value (in) I For Mullion: F G 1.938 0.600 1.25' X 3.25' X.624" Aluminun Tube MaIIIOm H 1 1.438 3.250 F G 2.625 1.126 1.25' X 3.94" X.624" Aluminum Tube Mullion H 1 1.500 3.250 F 2.813 30' Bay MOP F 1 2.875 46' Bay Mull W Iw 07 .375' F MIN. 2X5 ANGLE CLIP &•O „( 6063-T6 ALUM. € m[ TOPVIEW PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 Mull Dimension (sheet#) POT Part # Mullion Std.Clip Offset Clip U-Clip Angle Clip • X4' X.125' (10) 69364 666111M W51122M 686241M 666518M 1' X4' X.375'(11) 66610 666112M 6661123M 666242M 6WS19M 1' Xr X.375' T (11) 1.25" X3,25' X.100'(13) 1.25' X3.25' X.624" (14) 66653 20160Y20312 20181I20316 666112M 6661127M 6661128M 6661123M 6661124M 5681125M 666242M SES2410M M52411M 666519M 6665115M 8865116M 1.25' X3.94' X.624- (15) 20M 6661117M W81126M 6SM41M W6517M 30 Degree (10) 68649 WA WA WA 8666110M 45 Degree (20) 86650 WA WA WA 6665111M o.........• M _ * : • No. 58705 O /� � rE o � `�� •'•F�ORIOP.••' S G. A. LYNN MILLER, P.E. FL P.E.# 58705 TALI C G Mull Dimension (Sheet#) PGT Partii Mullion Std. Clip U-Clip Is Clip 2' X 4' X .25" (15) 66602 666261 M 666271 M 6685112M 2" X6" X.25" (17) 66604 666262M 666272M 6665113M f--.125" STANDARDCUP 2 000" 6063-T8 ALUM. NOTES: X-SECTION I 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5 500' 2.000" a.000" .250"- 2' X 4' X .2S MULLION 6063-T6 ALUM. x-SECTION .250" r-2.000"—"i E.000' 2' X 6' X .2,T MULLION 6083-TB ALUM. X-SECTION U-CLIP 2 125" I 60B3T8 ALUM. X-SECTION 125" �- 1.490"--� CUT HERETO 3.500" CREATE F-CLIP, .375" Y _ SEE DETAIL F. 375 .375' MIN.~ SHEET MIN. r------------ --------� -- -- I I I I I I I I I I I I Q —I— — — — — — —I— 3.438' 3.438" I I I I I I I I I I I I I I I I 1 STANDARD CLIP/GENTER U-CLIP, 6063•T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. OR 2'X 4" MULLION. SHEET WITHIN THE DASHED BOUNDARY. SEE TOPVIEW TOPVIEWSHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE FANCHOR HOLE MUST LIE HOR DIAMETER. 1/18'E DASHED BOUNDARY. SEE SHEETS 1&17 FOR THE ANCHOR O.C. 5,500" DISTANCE. MAXIMUM ANCHOR HOLE CUT HERE TO �DWMETER: ANCHOR DIAMETER +1/15" 3.500"^i CREATE F-COP, 375„ \ .375'_ SEE DETAIL F, MIN. r—CHFFTd (-MIN. rC ) rC— I I I I I I I I I I ( I I I I I I I I I I 1 I I I I_ 4.888' i I I I 1 I I •• �• • I • • F. .375' I `- STANDARD CLIP- • • • • • • • • • • • • U-•LIP e063-T6ALUM. 06ST6 RUM. TOP VIEW • • • USED IIIOR 2' XI' M0.LION SHEET 17 • • • • • • • • T•PVRJJ ••• • • • • ••• • • • • • • • • • • • • t ANGLE CUP L6063-T6 ALUM.2.000'.SECTION N 125" L .375' MIN. r---------------------1 I I I I I I 1 I I L — I 3.438" I I I I 17 ------------------- i 2X5 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER + 1/16'. 5.000' .375' MIN. T___--________________1 I I I I I I I I I I I I I I 1 I I 1 I 1 I I I 1 I I 1 1 I 1 I I I I I I I 1 I I I ZX5 ANGLE CUP 6063•TB ALUM. TOPVIEW PRODUCT REVISED plr y with the Plorlda Building Code N.A-... 17-0630.01 Expiration Pate5126/2021 By Miam' a Product control \t,�lll ll 1111"F � aONY LYlv/v •LICENj • /�� * ; No. 58705 •• •, ( ,j - RiD /ONAL EN,.. A. L�R, P.E. FL P. EX 58705 EXAMPLE 1: SINGLE VERTICAL MULLION NO ANCHORS N HEAD -SEE FENESTRATION PROOUCT5 APPROVAL 72' MULLION LENGTH SEE DETAILS, SHEETS 2.3 THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.114'. THE OPENING REQUIRES A DESIGN PRESSURE OF +60.C/50.0 PSF. 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH 15 32"+32+1" =67. REFERENCINGSHEET25. 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 +60.01-60.0 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 - 7W) 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 1" X 2.75' X .650" MULLION (LENGTH - 72', OPENING WIDTH - 70') HAS A DESIGN PRESSURE OF +1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRFD OF 6.%LBS. 4 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. DETAILS 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL SHEETS APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE r 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. O ANCHORS IN W IN: SILL - 32' —{ I—MJLL WIDTH OFEMNG WIDTH N IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DEIERMINEO TO SE 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 FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X ( 636 LBS \ = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF I THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-318'. THE OPENING REQUIRES A 5 1 1 ;( DESIGN PRESSURE OF +50.0/55.0 PSF. Q FOR THE VERTICAL MULLION: Q N z 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32'+72-+1'-105' AND THE OPENING WIDTH IS 36'+36"+1" =73'. REFERENCING SHEET 25. THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL in W S o g' 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. o o` EXAMPLE 2: MULTIPLE MULLIONS ' SEE DETAILS, 1° FROM TABLE 3A, SHEET 7, THE X 2.75' X .375" MULLION (LENGTH = 106', OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/_15.1 PSF MULL WIDTH-•-� f••- SHEETS 23 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. H SSSCCCC , X ¢ Z FROM TABLE 12A, SHEET 16, THE 2" X 4' X .250' MULLION (LENGTH =108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF+/64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d W Z c FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. .. m O y( 37 SEE SEE FENESTRATION DETALS, BECAUSE IT IS NO'N KNOWN THAT THE MUlLiON WILL ADD 2^ TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+36"+2"=74", NOT 73" AS PREVIOUSLY _ € Of ,� R PROWCTS S!'iEETS_ ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAYBE REUUCEO TO MAINTAIN PRODUCT REVISED APPROVAL 24 THE 73" DIMENSION (35-1/2"+35-172'+2"=73' ). as com lying with the Florida 2 USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED Building Code NOA-No. 17-0630.01 CONCRETE HEADER AND SILL ARE 6' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. VERTICAL UUU_ION MULLI-�� USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2" GIVES AN ANCHOR CAPACITY OF iOSO LBS WHICH IS GREATER, AND o Expiration Date 051126/2021 LENGTH SEE DETAIL E, THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 071 LBS. WUI i > By 3 DETAILS, uPEMNG SHEETS 24 SHEET3 FOR THE HORIZONTAL MULLIONS: w Miamii•d• roduet Contra HFI BECAUSE THE VERTICAL MULL WILL BE A 2' X 4" X .250" MULLION, IN THIS EXAMPLE WE W'LL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER u TOOR MULLION MULLION TYPE COU! D BE CHOSEN. IS THE OPENING HEIGHT IS 32"+72"+2" =106". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE m tc U 1) THE MULLION LENGTH 3W AND USED. FROM TABLE 12A. SHEET 16, THE 2" X 4" X .250" MULLION (@ LENGTH = 42". OPENING HEIGHT - 12T) HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEE DETAILS, 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE W i SHEETS WIDE. IF THE MULLION CLIP WERE TO BE CENTERED V41THIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH 2J (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 w 11 I I I i I 1 ANCHOR CAPACITY OF 521 LBS. • • i •• ¢ ` `�1 ANY LYN .•.. �/�� '�i y �� 36',HORIZ __ I ) • 4 e 4 FOR THE U.CLIP IN THE HOFjj2bRTAL 10 TOyEiVICK MYIUON, ME THE SAME ANCHOR CAPACITY OF: 521 LBS. TABLE 128 FOR THE U-0LIP SHOWS THE ANCHOR ` �� 3(°,HORV.. MIAL LENGTH WILL LENGTH 1 CAPACITY IS 1014 LBS WHEN LNG 3 ANCFWRS, **WH 46 GAEAIER, RNIDIHEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE T z F'; •, OPENING WIDTH FOR VERTICAL MULL-- ANCHOR TYPE IS A #12 STEEL SCeEW. • • • • • • • • • • h NO. $870L5 FROM THE ABOVE STEPS, OUR MULljOZ1 GESIGtJOESSW& IS: • • • • • +1-64.7 PSF FROM THE VERTICAL MUL N; +1-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING'O CMU: - ��-�j•�: ev L// / I-f (U` •'., +/-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). TE SiATE QP (V; ® :OT THE LOWEST DESIGN PRESSURE IS+/.64,7 PSF AND WOULD APPLY TO ALL OF TLIE MULLJPNS. _ ��fCtS '•. TORID%`.. •" �� ''�S�L�`NAL VERIFY THE DESIGN PRESSUREOF THE FENESTRATION PF�DUC•y�BUSED Wy��,r"� AIS �ULaON SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION ` PRODUCTS, WILL APPLY TO THEO'•ERALL ASSEMBLY. FIIQ,4L DESIGN PR�85UR` REQIjIRE�, THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN LE,NG A. LYINIOIIVA LLt�, P.E. ACCORDANCE WITH THE INSTALLATION SPtI ICA*nO jS IigO R VOTIVE 1jjJSSTRWS AND FENESTRATION PRODUCTS TO MULLION. _ U FL P.E.# $870$ ••• • • • • ••• • • • • • • • • • • • • • •• •• •0 • 000 4 • •• EXAMPLES OF RECTANGULAR LOADING: i I I / I II SLIT' 1 I I I I I LOADING OF VERTICAL MULLION j LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALrrRIANGULAR LOADING: JSGD • • •I • LO IN • F IC • • • •• • • i"i VE • • • •• •• • • • •• •• ••• • • • ••• • • C HINGED DOOR .OADING OF HORIZONTAL MULLI, — -I Ey. y PAN P� i0/F10.0sp,Irl R,x� w .. U o Q N 8� wN tU rc FF W W W ..1 J N N N cr3 W o LrJ W to 0 7 Z � Z = EU LOADING OF VERTICAL MULLION _w y g 8 sO W& f Z j C d ti Z Z Q O) w F Q Z N ao a UJy '4os a 8° r F C0Lu Z U Q Amy O MD/// } EL 5 O 0 PRODUCT REVISED as com 1yi g ith the Florida BuildingCd.NOA-No. 17-0630.01 Expiration Date 05/26/2021 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: By Mi. i--0p a Pro uct ontro 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED. USE �`` pNY YNN�J''% �,``; �_.• .... PW RECTANGULAR LOADING. `� P�,'-�ENSF •'• �� 3) SEE PRODUCTS' APPROVAL FOR * ;' No. 58705 ACTUAL ANCHOR LOCATIONS. -u - 10 �s/ NAL LOADING OF HORIZONTAL/ A Iffy PILL E'i�, P.E. MULLION FL P.E.# 58705 S � ® MIAMI•DADE A D � U MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy (CGI Windows & Doors, inc. 10100 N. W. 251° Street (Miami, F1.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) 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 Velocitv Hurricane Zone. O t,1JEt lZlt'_11Q.N _series "l00 �enttnel Aluminum (,)utswing (,Iazed_lloors w/wo. delites+LNll APPROVAL DOCUMENT: Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by AI-Farooq Corporation, dated WC31/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dadee pnty Product*0ontrol Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade �7,,Wnty Frp&jt Control• • Section. ..... � � � • MISSILE IMPACT ATING and Car a Small Missile Impact Y • .,_ g .._...... Limitations: 1. See DesignPressure ratings single and double doors in sheet 2 single sidelite in sheet • • h .door m N • in •' g g _ , g �� . SI Y'� ...... sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire jvSembly. • 2. See glazing option in sheets 1 and 1_1 and locking hardware options in sheet 9. • . . . . ...... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo; city,' State afid 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 # 14-1# 14-1pection at the job site at the request of the Building Official. This NOA revises and re_015 04,and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above.p The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMMADE COUNTY _ - (NOA N 17-1225.05 ) /'' { Expiration Date August 08, 2023 Approval Date February 22, 2018 _ 'Page 1"- CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #13-0226.06) 1. 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(+50.0 PSF, sill S-I only) 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 manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem, P.E. 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 201-94. Along with manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, • • issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample'MdAted 04126P2015, • • • •' • signed and sealed by Ramesh Patel, RE :0 0 0 0: ...... .... . ..... C. CALCULATIONS • • • • • • • • . ..... 1. Anchor verification calculations and structural analysis, complying Atli FBC-2614* -5 .... • Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05; f1/Z�and last revised on . . . . ...... AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. ; ... • • • 2. Glazing complies w/ ASTME-1300-02, -04 and -2009. .. :"'•; D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. Jorge M. Plasencia, P.E. Pr uct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER l . This file NOA revises # 13-0226.06, expiring 08/08/18. 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/12 approved by RER. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-,J4 • 3) Water Resistance Test, per FBC, TAS 202-94 • . ...... 4) Large Missile Impact Test per FBC, TAS 201-94 . • • 5) Cyclic Wind Pressure Loading FBC, TAS 20*'-Nr ""' • per Along with manufacturer's parts and section drawing marked -up drawings ofauminurp. out w/ • • • • sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 1,7101 dated 7, ... • signed and sealed by Idalmis Ortega, P.E. • •; • •; V • • � • • • •. .. .. . .. ...... C. CALCULATIONS . . . . 1. Anchor verification calculations and structural analysis, complying.with.FBC fly-pdttion ...... (2017), prepared by Al Farooq Corporation, dated 11/13/17, signedearrdsealed by J ad :"": Ahmad, P.E. • • • • 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Jorge M. Plasencia, P.E. Prodi t Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their "Sentry Glas® (Clear and White) Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color glass Interlayers", expiring on 05/21 /21. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP-Saflex & Saflex HP Composite Glass Interlayers w/ PET Core", expiring on 12/11/18. 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 6` Edition (2017) and of no financial interest prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA #14-1015.04, expiring on 08/08/18. 2. Test proposal #16-0947, dated 07/26/16, approved by RER. . . .... ...... ...... .. .. ...... .... . ..... ...... .. . ..... .. .. . .. ...... . . . . ...... orge M. Plasencia, P.E. Prodifet Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-3 z r n SERIES SENTINEL 160 ALUMINUM OUTSWING DOOR W/ SIDELITE APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELFES, SIDE LEES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOIJIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 3/16" ANN. GLASS .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090' Saflex Clear And Color Glass INTERLAYERS By 'Eastman Chemical Co. .090" SentryGlas By 'Kuraray America, Inc.' .090" Trosifal PVB By 'Kuraray America, Inc.' 3/16" ANN. GLASS SILICONE DOWSIL 995 DOWSIL 899 - GE— 7 200 38 'y P \ J � J 53 AT 1/4 POINTS 7J16' ovE1uLL LAM. cLAss GLAZING OPTIONS INSTQLTMIOM: : : • • • i i • • • • USE CHARS AS iiLOWS. • • • • STFP IETERMINC DE1lIGN%INs LORD RIIQUAREMEIIT BASED "'"�'1 • ON 111141 VVELOC*M&BLDGAHEIGIA, WOD 30E USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE 5HEEr 2 V.n 11I: `SIDEUTE 1S %x (d• ACM Sfj %EET: ! • S_4_4 Fdk SIDELITE C�181NAT101• WITH 0000 • • SEC MULSON IAPACITY CART 00 SHESS 4. • • • • • • • • • • • • • STET 5 TH9 LOWEST VAWE RESUVTING FROM�SgP•S 2, AND 4 SHA1 APPLY TO ENTIRE SYSTEM. 000 • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 3/16" HEAT STREN'D GLASS .075" Saflex CP With PET Care By 'Eostmon Chemical Co.' .090" Saflex Clear And Color Glass INTEMAYERS By 'Eastman Chemical Co.' .090" SentryGlos By 'Kuraray America, Inc.' .090" Trosifol PVB By 'Kuraray America, Inc.' 3/16- HEAT STREWD GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 36 li II I j / 53 AT 1/4 POINTS GLASS TYPE 'B' 7/16' OVERALL LAM. GLASS PRODUCT REVISED as comp)ying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08t2023 BY Mlamlm-D�de Product Contro DOORS/SIDE1_r ES .ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. FEB 1 5 No. 0592 #4101v Z ° n 0 1- M • Z F'i x t10v Q 2 e 0 IL Qom' D O �i R O�Oo9 Q W M JumQj QWd2 � U Td 3 C 1 g N 0 W � C N C O LO N a �LOna� N O D h � 3 cc �Z1i-h 300 BE BE:V arowmg no. W13-01 3/16" TEMPERED GLA53 3/8' AR SPACE 3/16- ANNEALED GLASS .090" Intedayer -Saflex Clear And Color Gloss ey 'Eastman Chemical Co.' r3/16" HEAT STREN'D GLASS SILICONE r OOWSI pOWSILL 899 995 GE-1200 r Co is 12 111 \ XL EDGE SPACER 1 II ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' g ` OR w \ / SUPER SPACER BY 'QUANEX' w \ / OR KODISPACE 45G TPS BY 'KOMMEKUNG' a3 AT 1/4 POINTS GLASS TYPE 'Cl 1" OVERALL INSUL LAM. GLASS 3/16- TEMPERED GLASS 3/8- AIR SPACE 3/16" ANNEALED GLASS 075" Interloyer Saflex CP With PET Core By 'Eastmon Chemical Co.' r 3/16" DO AT STREWD GLASS 995 SILICONE 12 I; %L EDGE SPACER OR STEEL BY 'CARDINAL' O ` DURASEAL BY 'QUANEX' 2 OR 0 PER SPACER BY 'QUANE%' \ / KODISPACE 45G TPS BY 'KOMMERLING' 53 AT 1/4 POINTS GLASS TYPE 'C2' 1. OVERALL INSUL LAM. GLASS GLAZING OPTIONS • • • • • • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• •• ••• ••• ••• • • • • •• • • •• • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 3/16- TEMPERED GLASS LL Z y Q 2 n 3/8- AIR SPACE �% Z to a a W E F 3/16- ANNEALED GLASS —� .090' SentryGlas INTERLAYERS-[ By Kuraroy America, Inc.' \ rn .090" TrosiPol PVB C iO By 'Kurarey America, Inc.' d N r 3/16" HEAT STREN'D GLASS I SILICONE DOR51L 995 w n 1- r E899 S C N G / E-12-1200 \ mLO 0 1 I M XL EDGE SPACER C 2 1� ST. STEEL BY 'CARDINAL' 9 OR o a: ` DURASEAL BY 'QUAREX' OR V / SUPER SPACER BY 'OUANEX' \ / OR KODISPACE 4SG TPS BY 'KOMMERUNG' 53 AT 1/4 POINTS 9 GLASS TYPE 'C3o ' I 1' OVERALL INSUL LAM. GLASS PRODUCT REVISED as complying with the Florida Bullding Code o NOA-No. 17-1226.05 Expiration Data 0810812023 B o d y - o Mia -0a roduct Contro _ v' o ``1111uurrfrf//' FEB I 5 1018 _ J j.00A'j�, B A OF 4f/ d awing o no. 42" 2 ANCHORS DOOR FRAME WIDTH -TYPE A', 'B' OR 'C' AT STILE ENDS 6" MAX. HINGES HEAD/SILL CORN SEE NOTE ERS A HINGES SEE NOTE - BELOW r ff I BELOW n / A C II /I II n A 1 II 11 A 1 Y 1 0 1 II I I 11 II \ I tl \I tl N \ II I 1 I I \ A W ACTIVE - y - B ` 7�! 28 1/4" D.L. OPG, 2 ANCHORS TYPE 'B' AT STILE ENDS 81 1/2" DOOR FRAME WIDTH 6" MAXSEE CHART FOR OUANRTY HEAD/SILL CORNERS A I JI _ 1 / n \ 1 \ II \Yr-- Y BOLT A M SEEE IS4£T i 1 �-_-' to a 3 POINT LOCK _ o SEE SHEET 10 II / \ A III \ 1 \ 1 I I ACTNE NAC E (x) DOOR OPTIONS N n w ^ _E < 2 I I I BB I T. T Ez < YI'U 28 1/4"J 28 1/4" D.L. OPG. D.L. OPG. 4 ANCHORS SURFACE APPLIED TYPE 'B' FALSE MUNTINS AT STILE ENDS MAY BE USED TYPICAL ELEVATION ( x x ) SINGLE (X) OR DOUBLE ()X) DOORS LOAD CAPACITY - f PSF GLASS TYPES 'A'• 'B', 'Cl', 'C2' & 'C3' FRAME WIDTH (X) WIDTH (XX) HEIGHT LEAF WIDTH THRESHCLD TYPES LOCK SETS INSUL. GLASS SPACERS STD. ADA SC C BLd1 • CXL • Kra OUANM 37-1/4"' 72" j BO.D`i 80. BO 6LaD 42' et-1/2' 96' 39-3/4" 80.0 70.0 80.0 80.0 • • 70• • 70� 60j1• - • LOCK SETS: SCH = SCHLAGE CC = COPPER CREEK BLD = BALDWIN Gl nce INSULATORS: CXL = CARDINAL XL KOO - KODISPACE HEAD ANCHORS QUANTITY AT STILE ENDS ANCHOR TYPE SHIM 'A' 'B' 'C' t/4" 4 4 4 6 1/2' 7 7 - SINGLE OR DOUBLE DOORS WITH SADDLE (ADA) SILL HINGES: 4" X 4-1/2' BUTT HINGES TOP AND BOTTOM HINGES AT 6-7/8" FROM EACH END INTERMEDIATE HINGES EQUALLY SPACED (3) HINGES PER LEAF UPTO 35" LEAF WIDTHS (STD. THRESHOLD ONLY) (4) HINGES PER LEAF ABOVE 35" LEAF WIDTHS (STD. THRESHOLD) (4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) 4 V NOTE: • • 000 • • • • • • • • QUA N = OUANEX DURASEAL `JpsD A� ////� n I = OUANEX SUPERSPACER VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. �10ENSLc'•• FEB 1 5 2018 - o NOTE: PRODUCT REVISED _ r No,,70592 $ FLUSH BOLTS AND LOCKS MUST BE • • • • • • • • • • • • as complying with the Florida ENGAGED TO HEAD AND SILL DURIN • NOTE: C'• • Buildin Cotle PERIODS OF HURRICANE WARNING. •• • • • • • • • N.O.O.17-'1226.05 -� e GLASS CAPACITIES ON THIS SHEET ARE DOOR D.Lt. DIMS • • • s - .' L1i_ .' �� • • •—•—A�-- drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • •O.L.O. WGW = gVME HELqFT) - �2.gA�S" Expiration Date 08/0812023 pyOp,..• `�;� AND FLORIDA BUILDING COMMISSION • • D.L.O. WIDTH (X ODORS) =f"E WIDTH - 13.75" •w1 3-01 DECLARATORY STATEMENT DCA05-DEC-219 D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 25)/2 Miami-D Product Control ojq�•f jj1�� sheet 2 of 13 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • D.L. OPG. TYPICAL ELEVATION r o ) SIDELITE LOAD CAPACITY - PSF OR STAND ALONE STATIONARY PANEL (0) FRAME GLASS TYPES 'A', '6', 'C1' GLASS TYPE 'C2' GLASS TYPE 'C3' WIDTH HEIGHT EXT.(.) INT.(-) W.(+) INT.(-) EXT.(+) INT-(-) 30' W. 36' 37-1/8' 19' 42^ 04' 80.0 ao_O e0.0 eo.D 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 $0.0 80.0 80.0 80.0 80.0 80.0 80.0 $0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 00.0 80.0 80.0 30' 33' 36" 37-1/8' 39" 42' 9o" 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 60.0 50.0 80.0 so 80.0 80.0 80.0 80.0 80.0 80.0 80.0 1 80.0 80.0 80.0 80.0 50.0 60.0 80.0 80.0 80.0 80.0 60.0 - -1 70.0 70.0 80.0 80.0 30' 33' 38` 9� ' 80.0 30.0 80.0 80.0 80.0 80.0 80.0.. 80,0 80.0 BO.O 80.0 80.0 1.80.0 - -80.0, 0 80,0 80.0 00.0 80.0 37-1%e' 39• 42• 80.0 80.0 80.0 80.0 80.0 - - M70.0 70.0 80.0 80.0 - - 70.0 80.0 80.0 OXXO AT STILE AND MULLION ENDS SIDELITE OPTIONS GLASS INS I ATOR LIMITATIONS FOR SIDELITES WIDER THAN 37-1f8" ONLY_ 90" do 96' HEIGHTS QUANGE DURAASE&L•k� NJACt 11 IVi 0 i i • • • FOR GLASS TYPO'C3' • • • • • • • • CARDINAL XL (UMIP MAX. L*19S 10 3.0.011111'sFib • • • • •• ••• •• • • • •• •• ••• ••• ••• • • SIDEI�TG D.L.O. •DIMS. • • � * • � � D.LXP. HdtHT : FRA%E PEIGHT-•12.876" • • • D.L.O. JIDTH SIDELITE iiV - E• STANDOALONE vowrE ONLY D.L.O. WIDTH = SIDELITE - 14.875 SIDW TO 'BOOR ONLY ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • 0 'T FOR OUANTITY i ANCHORS QUANTITY 1LE & MULLION ENDS ANCHOR TYPE .A. ,e, C 4 4 4 6 6 8 7 7 - SAME LOCATIONS RS SHOWN ON NOTE:�i THE FRAME AREA OF ALTERNATE SIZE MUST NOT u EXCEED TESTED FRAME AREA = 110.3 SQ. FT. b iz o C 0 2DIS - PRODUCT REVISED N0, ) 0592 - as complying with the Florida Building Code NOA-No. 17.1226.05 0 ; Expiration Date08/0812023 $T(LTE • (y d�Owing�no. \ I W13-01 11 DESIGN LOAD CAPACITY - PSF SIDELRE WIDTH INCHES DOOR LEAF WIDTH INCHES SIDELITE FRAME HEIGHT INCHES SIDEIM TO DOOR MULLION (SEE NOTE BELOW) En(+) INT.(-) 24 30 33 36 37-1/a 39 42 39-3/4 84 80.0 80.0 80.0 80.0 80.0 80.0 80.0 so'0 80.0 80.0 80.0 80.0 80.0 BOO 24 30 33 36 37-1/8 39 42 39-3/4 90 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Bodo 24 30 33 36 37-1/8 39 42 39-3/4 96 80.0 80.0 80.0 80.0 80.0 90.0 78.3 78.3 77.2 77.2 75.4 78.4 72.6 72.fi SIDEUTE TO DOOR I I DOOR DOOR FRAME SlDELITE SIDEUTE FRAME SIDEUTE WIDTH ' WIOTN WIDTH WIDTH WIDTH I XO) ( OX SIDELITE DOOR FRAME WIDTH WIDTH / / H J \ MULLION ( OXX) DOOR STILE END ANCHORS ( XXO ) END ANCHORS SEE SHEET 3 SEE SHEET 1 C DOOR DOOR WIDTH WIDTH I WIDTH ; K \ / ( OXO) ( XOX ) WIDTH WIDTH WIDTH \\ J / E H is \ NOTE: '� I GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION NOTE: •• ••• • • • • • •• FOR DOORS CAPACITY SEE SHEET 2 • • • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 FOR S SI FOR DELITE TE M WONES SEE SHEET CAPACITY S E CHART ABOVE 3. • • • • • • • • • • • • • • ``11111 t1 i�h///' r-� LOWER VALUES FROM DOORS, SIDELITE, DOOR/SIDEUTE • • • • 000 MULLION ••• ••• • • �.. /i� "-' • • •• tl"y :, OR DOOR/DOOR MUON CHART WILL APPLY TO ENTIRE SYSTEM.`�; - ,t10EN�'••• �' � PRODUCT REVISED as complying. with the Florida FEB 1 5 1 e B2019 - • . ... ..: ... • . • • . rOA-He.uilding Cod17-1226.05 -V ? c• TA Or 'Ldrowin no. • • • • • •f-'cpiration Date 08/08/2023 �/: 9 Ody Mla a/ r uct ontro ///1� sheet 4 of 13 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS _ FOR SPACING CONCRETE F-� H = 3 I I I I I 41 H g \ mx N 4 49 I I I POUR lD & HARDENED HIGH STRENGTH GROUT 5000 PSI MIN. I NOT BY CGI WINDOW MUST MlSFER SHEAR © I 1 1 1 LOADSTRTO STRUCTURE I I t LOAD BEARING 39 I I i I 10 (SOLID SHIMS OPTIONAL TO GROUT) I I i 44 N 44 � TYPICAL ANCHORS c EDGE DIST. SEE ELEVATIONS FOR SPACING STANDARD THRESHOLD APPROVED FOR WATER INFILTRATICN RESISTANCE v I I I v 43 I I I B1 47 I 1 I 5/ c TYPICAL ANCHORS v EDGE GIST. SEE ELEVATIONS —•-t'—•-•T-'� • • F01 •F•CING • • • . • • • • • • • • SA,,,,,,,D••••,D,LE (AD AI� THRESHOLD • �P• • • N0� ROVEy�OR WAT_:*,NFILtAION RE�I�TANCL• 1JOOR DETAILS LIMIT MAX. DESIGN LOADS TO t70..0 PSF ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • L� V ri 0� �$ �oO�o a�� O�iu'i"ILL r OaooB 0-3-- Q Nnpn Q W j tJi. N Z N O J O O E S Q W Oaf S 2 0 29 L I _ — n w L n Q W K co 3 V co C l7 x N o so,N � h 3 i p 3 n ti 3 C,='n O .��5J oa0 PRODUCT REVISED I` a as complying with the Florida u Building Code u NOA No. 17-1226.05 v w Fapirotion Date 08/08/2023 [-2 W FEB1 5 2018 ``\�w�lunrrrrr l�� p `. w�. �4� ,;•'NSF'•-'v �70592 I cn �.T OFgt(/� drawingD no. ;`ems'' •`• . °�' `� W13-01 !'...... i��` sheet 5 of 13 1BY WOOD BUCK SEE NOTE SHEET 1 � CONCRLdE � - i II Z_ rc Wtl . mp2 O W� <N 0 CHORS IONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE A' 11/4' DIA. ULTRACON BY 'ELCO' (Fu-1T7 KSI, Fy-155 KSI) MIN. LENGTH = 2-3/4" INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONIC. OR BLOCKS (JAMBS) TYPE •B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) MIN. LENGTH = 2-3/4" DIRECTLY INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'C'— .1 /4" Dik TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-75 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4' MIN. WOOD AT HEAD OR JAMBS SG — 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'. — 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 EDGE DIS7. c� O 3 \ S o TYPICAL ANCHORS SEE ELEVATIONS AL ANCHORS FOR SPACING ELEVATIONS SPACING • • • • • • • • • • • • . .. . . . . ... . •• ••• •• • • • •• •• ••• ••• ••• • • •• • • • • • • • • ••• • •• • • • • • •• • • •• • • • • • • • • • r ll00R DETAILS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • jT--MIAMI-DA----DS---COUNTY-- —APPR- —O-IV --I I I I I I CLIPPED MULLION I I I j SEE SEPARATE 'CA Li - ----- =-I: 0 wO W LTYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 3 C I 0 0 w n Cl Or x •O N � C v 3 .E - O_ n off s PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Fxplratlon Date 08/08/2023 By Miami --Da oduct Control LBN,q f ••.'G1 o Li �.NT05g2 '� A TF OF.(y`� drawing no. W13-01 I TlPICA FC 1/2" MAX. T PIC F M SUCK T SHEEi 1 KCAL ANCHORS ELEV. SPACING as • •• • • • • ••• • . . .. ... .. 0.0. . .. PRODUCT REVISED as complying with th• Florida Building Coda • • • • • Ng".. a a a17-122 .05 • • • g'Aion 4te 0 0 20i3 • • in a a roduct9RAW • 100R DETAILS • • • • • • • • • • • •• •• • • • •• •• � U � � C i 0 Li s L Ln o r� N�^n 0NM I d v 3 1 J IRS AHp FE81 5 `\ '�•-•�°ems �1 F o n 2018 N� 592 _ $ $iA CIF�((/�� drawing' no. ��. 1 TYPICAL ANCHORS SEE ELEVATIONS 01 •'.•EDGE'OIST. _ a __ FOR SPACING 19 25 O MATING JAMB FASTENERS FOR LOCATIONS M m 3 >CONCRETE. �CONCRETC. 1 42 2 5 45 SEE DOOR JAMB SPACING ON SHE 2 k 3 0 n m k N a 44 9 0wN�A'..�U {VV a ----- 1 / - - cr wo o 3 0 a 0 0 4 0 n� PRODUCT REVISED as complying with the Florida X ¢ i o n W 4J EXTERIOR 7 t7 14 4 Building Code Q 0 G µ NOA-No. 17-1226.05 Expiration Date08108/2023 Q w dM i r LEAF WIDTH D.L. OPG. By -' Mlam Ua roduct Control DOOR FRAME WIDTH SIDELITE WIDTH V C j 42' MAX. SINGLE (X) J m I 81-1/2- MAX. DOUBLE (XX) 8 0 °DLJ CC ip c C'i O jI 1/2, MAX. w al Ri III LOADSHBEARING. O O 3 NM = p '• MATING JAMB FASTENERS - O w W o x II ii i .. CONCRETE 4 15 3 5 2 45 FOR LOCATIONS SEE DOOR JAMB SPACING V m C Z n I v OR ` ON SHEETS 2& 3 o MASONRY I _ r"_l I' I U 39 _ chi I � � � � 343536 / to EXTERIOR u • I m= orb¢ a4 D.L. OPG. LEAF WIDTH TYPICAL ANCHORS SIDELITE WIDTH DOOR FRAME WIDTH vi 4" LONG SEE ELEV. • • • • • I • • • 42" MAX. SINGLE (X) 81-1/2" MAX. DOUBLE (XX) olm II''II c _ J FOR SPACING • • • • FRP,ME WIDTH © < qCE^ • • • • • • • • • • • • • • • • • • • • • • APPLY SEALANT BEFORE MATING FEB 11I 111 ` .. �? ..... 1 ` :,N 70592*00 �— •I _ 1 n 1 5 1D18 i-10: CONCRETE -, o I ° " • ago • DOTE- LIMIT-!NIM 000 9*0 )T) METAL STRUC1bRPAT JAMBS TO 3/8"• !� f�` ° EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS - • • • • • • • • • • • • IWILITE DETAILS ��S' ••_• D.. i.... .. O ., 00' �ga.�� W 3-01 FOR SPACING �+i. ////ITT lilt 111 sheeaovi3 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM PART No. QUANTITY DESCRIPTION MATERIAL I MFG. / REMARKS 1 AL-189 AS REOD, FRAME HEAD & SILL 6063-T5 KEYMARK / SAPA 2 AL-190 AS REOD. FRAME JAMB 6063-T6 KEYMARK / SAPA 3 AL-196 AS REGO. SIDELJTE HEAD & SILL 6063-T6 KEYMARK / SAPA 4 AL-197 AS READ. FREE STANDING SIDELITE JAMB 6063-T6 KEYMARK / SAPA 5 AL-198 AS REOD. MATING SIDELRE JAMB 6063-TG KEYMARK / SAPA 6 AL-193 AS READ. PANEL TOP & BOTTOM 6063-TO KEYMARK / SAPA 7 AL-194 AS RE00. PANEL VERTICAL STILE 6063-T6 KEYMARK / SAPA 8 AL-199 AS REDD. SHEAR BLOCK 6063-T6 KD ARK / SAPA 9 AL-191 AS REGO. FRAME HEAD & SILL SCREW COVER 6063-75 KEYMARK / SAPA 10 AL-192 AS REGO. FRAME HEAD & SILL SLANTED SCREW COVER 6063-T5 KEYMARK / SAPA 11 AL-121 AS REOD. GLAZING BEAD (7/16" LAM.) 6063-T5 KEYMARK / SAPA 12 AL-123 AS RE00. GLAZING BEAD (1.000" INSUL.-LAM.) 6063-TS KEYMARK / SAPA 13 AL-200 AS REDO. SHEAR PLATE 6063-T6 KEYMARK / SAPA 14 AL-195 AS REQO. ASTRAGAL 6063-75 KEYMARK / SAPA 15 PL-508 AS RE= FREE STAND JAMB SCREW COVER 6063-T5 KEYMARK / SAPA 16 AL-54D AS REOD. SADDLE THRESHOLD (ADA COMPLIANT) 60W-T6 KEYMARK / SAPA 17 HD-4503PL AS READ. THREE POINT LOCK ASSY. (AT ACTIVE PANEL USED BY ALL OPTIONS) METAL CGI PROPRIETARY 18 HO-1204 AS REQO. FLUSHBOLT ASSEMBLY (AT INACTIVE PANEL USED BY ALL OPTIONS) ALLOY, STEEL CGI PROPRIETARY 19 HD-5455 PASS AS REOD. LEVER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 1 BRASS BALDWIN 20 HD-5455 AS REOD. DUMMY LEVER, AT INACTIVE PANEL 21 HO-8231 AS REOD. DEADBOLT CRWMSTURN), AT ACTIVE PANEL 22 J10 TOR805 AS REOD. LEVER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLAGE 23 JIG TOR605 AS REOD. DUMMY LEVER. AT INACTIVE PANEL 24 JD60 AS REOD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 25 HO-34-10116 AS REDD. LEVER LATCH LOCK, AT ACTIVE PANEL LOCK 5Ef OPTION 3 BRASS, STEEL COPPER CREEK 26 HD-34-10116 AS REOD. DUMMY LEVER, AT INACTIVE PANEL 27 HD- DB2410 AS REDO. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 28 HD-537 AS REOD. LATCH LOCK STRIKE PLATE S. STEEL - 28A - 2 /PLATE 118 X 3/4' PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - 29 HD-538 AS REOD. DEADBOLT STRIKE PLATE S.STEEL 29A 2 /PLATE �18 X 3/4' PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - 30 HO-53Ek AS REOD. LATCH LOCK STRIKE PLATE SHIM NYLON CGI 31 HD-390P AS REOD. LATCH LOCK & DEADBOLT STRIKE PLATE TRIM NYLON CGI 32 HD -STRIKE BOX AS REQD. LATCH LOCK & DEADBOLT PROTECTIVE DUST BOX I NYLON CGI 33 HD-525-9-REV 2 /LOCK MECH. BOLT LOCK ASSEMBLY S. STEEL _CGI__ 33A HD-533C I /FLUSHBOLT FLUSH BOLT GUIDE (TOP & BOTTOM) CAST (ZINC) CGI 34 HD-CH-10B 4 /LEAF 4-1/2' x 4' HINGE ALUMINUM CGI PROPRIETARY 35 HO-ABBOD-US32D 4 /LEAF 4-1/2" x 4' HINGE BRASS HAGER 36 HD-AB800-US 4 /LEAF 4-1/2" x 4" HINGE S. STEEL HAGER 37 o3/9'-16 ROD 2 /LEAF 03/8'-16 FULLY THREADED ROD (ZINC PLATED) STEEL - 38 WS-382V AS REOD. GLAZING BULB (OUROMETER 75/80) PVC PROTOTYPE 39 WS-W33321 AS REQO. .157" x 320" ULTRA SOFT FIN WEATHERSTRIP - ULTRAFAB 40 HD-203 2/LEAF SHOOT BOLT PROTECTOR, AT DOOR FRAME HEAD & SILL PVC - 41 HD-12-10042 AS REOD. 350' REACH POCKET SEAL (FRAME PERIMETER GASKET) - AMESBURY 42 WS-32011 AS REOD. FOAM-TITE CLOSED CELL FOAM COMPRESSION SEAL AMESBl1RY 43 HD -CUP ANGLE 2 /EACH 2 x 2 x 1/4' CLIP ANGLE (ADA THRESHOLD TO JAMB ATTACHEA*NT) AL IN M - 44 - 3 /CORNER JIG x 1-1/4" PHP. PH. SMS. (PANEL & FRAME ASSEMBLY) • • S. SPEGL • • • • • PROD 45 - SEE ELEV. t14 x 3/4" HH. TEK (MULLION ATTACHMENT) S. E w as com - �NOA-N 46 - 8/HINGE , 4/CUP #12-24 x 1/2" PHP. n-L UC. THREAD FORMING • • • • • S. SE•L - • • • • NOA-N 47 - 2/EACH /6 x 1/2' PHP. TH. SMS. (ASTRAGAL ATTACHMENT) S. STEEL - Expirat 48 - 1/EACH #10 x 3/4' PHP. PH. SMS. (BOLT LOCK / FLUSHBOLT GUIDE ASSY.) S. STEEL - 03/8"-16 NUT 4 /LEAF •3/8"-16 SERRATED -FLANGE NUT (ZINC PLATED) STEEL -2 /FLUSHBOLT /8-32 x 1/2' PHP. PH. MS. (FLUSHBOLT ASSEMBLY) • • S. STE& -HD-DOOR r14 SWEEP 1/EACH DOOR SWEEP (OPTIONAL), SECURED W/ #6 x 1/2" PHP. P S.ALUAftUM SCREEN TH • E HD-34-10003 1 /SCREW HOLE INSTALLATION SCREW HOLE PLUG (AT DOOR FRAME JAMBS OyLYJ♦ • •O 2/ LITE SETTING BLOCKS • • EP•M DUROMETE• •OR5 SHARE A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r fDUMMY --.-------_-) U 1 242 4-r---- -J 37 Z n ACTIVE LEAF 9- INACTIVE LEAF n n W -- LIllit, IL N _ Ci'iv� 31 a C O OPERATION OF DEADBOLT (WITH KEY FROM THE C O C 0 G A EXTERIOR OR THUMSTURN FROM THE INTERIOR) EXTERIOR I I T1-1---~ _, ,7, • 2 O N ACTIVATES THE THREE-POINT LOCK MECHANISM L_____- ------' ) = pt REGARDLESS OF LOCK SET J Z Q V OPTION INSTALLED. SECTION AT DEADSOLT LOCK SECTION AT LEVER LATCH LOCK it§W SEALAINTTS: c ALL JOINTS AND FRAME CONNECTIONS SEALED WITH o c _ a GE SCS2000 SILICONE SEALANT.Lt- 0 5 e 0 0 JCT REVISED rym with the Florida `7117111 ! I I Co�i 17-1226.05 ��\-��pp�� .•N!l� '�� ,j, •1 on Data 0 8/2023 n FEB 1 5 2018 _ Na. and roduct Control _ - o �A, drawing9 no. W13-01 1 LOCK V4TVp SW �u U o � _p I A5TR4GI1 O 0t O'cm a < g i I I i 0.295 (00)..a40. 2' ', 'y! II i 5. STEFL SPRING I it ' � C Z OJ � 0.45, (OD) x .031' I Q W N LL C li NY10N—SMER TOP NE% RGa •MRt !! tt, ; II I J t7 N Q COcFl1NG NUf G 'IL.'i I 47 H I M1�-TIIE MT: A9.D>57 W Of — 'I II oJL i i II ! I U vO1i iI c c unou 51LENCER I g m BLOCK C 25 0 03.500. 5.5T O W n WNEEL CC 31 � CC o rn O a c21242 =N p all O ® tll _ (V W !Q 30 a O s U_1W G j o I PRODUCT REVISED 3~� 0 9 II 1 as complying with the Florida Building Coda ♦7 17-1226.05 NOA-M. -0 Expiration Date 08/08/2023 1 1 II ! W/COUPLING N'Jf � I � BEVGTn�3A') By I' I 1;i 11 • ,! • •Z I M" a Product Control iN _ I ^ c41, 0 a I 1,1�; jI i •• � i •�i i i i t``�IltunnE. o li ii I� i FEB 1 5 LiI • • AT QF�Cydrawing no. UNLOCKED ►OSMON LOCKED POSITION • • • • • • /S`i�® ` sheet 10 •f 13 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OLOCR (INKING STILL UNLOCKED POSITION --j LOCKED POSITION i •00 • • • • • • • • • • • • •• • • •• • • • • • I • • • ••i •• 000,jl • • • • • • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida j-�-; Building Code wOA-Ne. 17-1226.05Expiration Date08/08/2023NOTE:FLUSH BOLT AT INACTIVE STILE (PARTIAL TOP END SECTION SHOWN, BOTTOM END SIMILAR) FEB 1 5 2018 r ,I » 3 ^ •• ( T CIF (yam; drawing no. 3.825 1T5 750 1.590 100 O DOOR FRAME HEAD/SILL 1 6. .062 1.625 1. L1.587- O FRAME COVER �1.587 ,.6fI2�2 10 SILL COVER .465 .075 6} O SIDELITE TOP & BOTTOM FRAME t5 SIDELITE JAMB COVER 326 f- -.135 070 r' 0j,-;.060 805 �.z4s L1.622 O 14 ASTRAGAL ADAPTER SHEAR BLOCK 1.810 �'jI 3.005 - 125 IF- ^-1 I 120 4 000 50025 .120 �-HI-F 2.188 �i 1.225 1- DOOR FRAME JAMB I O SIDELITE FRAME JAMB 4. O TOP & BOTTOM RAIL 5.500 O80 1.828 1.440 4.495- O HINGE & LOCK STILE 125 1.500 II .105 I .500 SHEAR BLOCK PLATE 16 SADDLE THRESHOLD 1.061 r.675 j•� 995 .050 .310 • ••• • • •�• .080 • • • • •1.1 4 • • • 4.6: • GI.1SEb STEP (LPl1. GLASS) .505 -� �.120 i5 }.465 IILA • •�� .062 9#50 .200 •..� .870 M • •�i • • • • • • • 1.184• • It SIDELITE MATING JAMB • GLASS STOP•(TNSUL. LAM. GLASS) ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/03/2023 By Miaelff-7 product Control g FES1 5 2018 v _ n 01 / W 13-01 ®NAL1�``�`` sheet 12 of 13 I 4 ASSEMBLY FASTENERS TO BE INSTAL2 4 PRIOR TO JnINING MATING JAMBS TOLE DOOR FRAME TOP & BOTTOM CORNER 9LsI�l l �f:1LI:IH7 46 I 43 • • • • • . 141 . -- SADDLE THRESHOLD CORNER ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 44 ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS m 3 SIDELRE MATING JAMB CORNER TOP & BOTTOM M 'v U O 1 n Z Z n % N 2 Q N 4 V N a O LL �m 0 a&a^o < 0 6 O M d oNNgY 0 aWZ:„ �gf WW Q W 0 f F O F o C LO D 2 N W C9 3 NM O N j IW O C z LL 30 n n 0 PRODUCT REVISED as complying with the Floridalu r Building Code N A -No. 17-1226.05 v Expiration Date 08/0812023 - mi ann-7 Product Control o v FEB 1 5 2018 ONO All 4.70592 a I STYE OF • �� drawin no. W13— ` AL1�� sheet 13 of 13 N rA M IAM I DARE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy .` PGT Industries, Inc. ;1070 Technology Drive i ('North Venice, FL 34.275 ^SCOPE' This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) 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 Florl4q Jitlilding, • • . • Code, including the High Velocity Hurricane Zone.- • • ESCRI PTION: Series "SGD-�'10" Aluminum Sliding Glass Door �w / 90 & 133 dh hers=l.,oAtIl. �! • • • • • a _ �. APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGR;.LM Impact", sheets. .... 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by AvvvrActuret's' "8d and. .... sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Coi3t+re}Revisiox-staaip with.. %.' the Notice of Acceptance number and expiration date by the Miami -Dade County PpcJL t Control �eetuon. • • • • •. T1�ISSILE IMPACT RATING: Large and Small Missile ImpactaResistant ' . . LABELING: Each unit shall bear a permanent label with the manufacturer's name -or logd,'84j,' state, model/series, and following statement: "Miami -Dade County Product Control Appmv'e' +', unlassoth rwise: •� • � •: 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 N_OA# 16-06_29 06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document in above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. _ 1 NOA No. 17-0420.121 ) Expiration Date: February 17, 2020 7 s' Approval Date: September 28, 2017 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 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. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, 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 Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.%... (Submitted tender 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 WC, TAS•202-94 ""' • 3) Water Resistance Test, per FBC, TAS 202-94... ; • • • •; 4) Large Missile Impact Test per FBC, TAS 20144. :""' ..... 5) Cyclic Wind Pressure Loading per FBC, TA,&:@5.94 ; • • • • • • 6) Forced Entry Test, FBC 2411.3.2.1, and TAY202-94 per along with marked -up drawings and installation diagram of an ilurni:um siding 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. • • • • :*see: (Submitted tinder NOA No. 14-0123.10) "" 3. Test reports on: 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94. 4) Forced Entry Test per FBC 2411.3.2.1 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 duct 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) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5"' Edition (2014) and FBC-611 Edition (2017), dated 04/18/17 and revised on 08/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 000000 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Amt-ice, Inc. for their • • • •; • "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayer's.".. dated ©I/19417, '. ...• • •• ..... . expiring on 07/08/19. • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray AmericarIne. for their :"": "SentryGlas® (Clear and White) Glass Interlayers" dated 66/i545, expiring on • • • • 07/04/18. ""' • " • • • • • 0 F. STATEMENTS ' ' • . . . . ...... 1. Statement letter of conformance with FBC-511 Edition (2014) and F13CO IONition • (2017), dated 08/10/17, issued by manufacturer, signed and seated by A:tllMy Lyn; • • 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. Plasencia, 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. O 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-B001, 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 B, SEE DETAILS ON SHEETS 4 & 5 Gies Type Description (Listed from Exterior to Interior) (i1 7(16" Lamkmled: ) Lkes of 3/18' HS Glass with .090' PVB Intodayer ,03A stir Ltrrdttaled: (2)Lkes o(114' HB OWa Wkh.OW PVB liallartaflIf I. G4 7118" Laminated: (2) Lkee of 3/16" HS Glass with.090' SO Intedayer 04A 9/16' Laminated: (2) Lit" of 1/4" HS Glass wkh .ODV SG Imadayer G5 V Laminated LG.: Nis" T Exterior Cap+ 16" Air Specs+ 7/16' Laminated; (2) Lkes af3/1G HS Glass with.090' PVB Inlerlayer C•6A 1' Laminated LG.: 114' T Exterior Cap + 6116" Air Space + 7/16' Laminated; (2) Liles of 3116' HS Glass wkh .090' PVB Inleneyer G6 1' Laminated LG.: 116" T Exterior Cap + 3hr Ak Specs + 7116' Laminated; (2) Lkes of 1fW HS Glass with .090' SO IMadayer GSA 1' Laminated LG.: 114" T Exterior Cep + 51168 Air Space+ 7/16' Laminated; (2) Liles of 116" HS Glass with.090" SG Intedeyer G7 7116" Lamkutad: (2) Liles of 3/1(" ANN Glass wkh .090" SG InteMyer 07A 9V11i Lamnated: R) Ukes of l/4' ANN Glass with .OW SG Imedeyar _ G8 V LamYote t LG.: 3116' T Extedw Cap + 18" Ak Space + 7116" Laminated; 12) Utes of 116" ANN Glass wkh .090' SG Inlodayer G6A 1" Laminated LG.: 114" T Extednr Cap + 5fl6' Air Spot. + 7/16' Laminated; (2) Lites of 116' ANN Glass wkh ,OW SG Intedayer "ANN" = ANNEALED 'HS"=HEAT STRENGTHENED 'f' = TEMPERED "PV8" 09O' TROSIFOL4e PVB BY KURARAY AMERICA. INC. 'SG"=.OW' SENTRYGLA59BY KURARAY AMERICA. INC. DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1, 2 & 3 ON RATED FOR LARGE & SMALL SHEETS 8.7 8 8 MISSILE IMPACT RESISTANCE CODES I STANDARDS USED: e2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION e2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION aASTM El 300-09 eANSIIAF&PA NDS-2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360-10 0~7 1 C I UPDATED TO FBC 2017, GENERAL NOTES ............. 1 EXAMPLE CONFIGS.......... 2-3 GLAZING DETAILS ............ 4.5 ANCHORAGE .....................6-14 DESIGN PRESSURES 6-8 INSTALL DETAILS ........•.•.1 A ELEVATIONS.................. 15,1 PANEL i SILL TYPESP.......17 CROSS SECTIONS..... !.•.18,19 PARTS LIST..............eas 2(L • EXTRUSIONS .................... 21,22 TABLE A: Anchor Group Anchor Type Frame Member Substrate Min. Edge Distance Min, O.C. Distance Nun. Ern bedment or Metal Thickness A #12 16.8 SMS, (Fy-80 kal, F„- 95 kel) •12 410 SS SMS, (Fy 90 its[, Fa- 110 kel) All Southern Pino (SG = 0.55) 911W 7/8" 1-18' 8063-T5 Aluminum 3/8" 9116' 0.090" A36 Steel 3/6' 9/16" 0.050" Or. 33 Steel Stud 31W Bile" 0.04W (18 Go) 1/4' Eleo Aggre-GatorO Fy=57 kal, Fu 96 kal Ail Concrete min. 2.22 ksl) 1-112" 3' 1-319" Jamb / P41ook Filled Black ASTM C90 2" 3" 2" Jamb / P-hook I Hollow Block ASTM C90 2" 3' 1-1/4' All I Southern Pine SG - 0,65 1' 1" 1.16" B Nin Steel SMS (G (min. 013 threads beyond metal substrate) All Southern Pine (SG - 0,55 9/1 718' 1-&9" W-T5 Aluminum 11A36 318' WIT 0.090" Steel 318" 9116, 0.050" Or. 33 Steel Stud 3/5" 9/t6' 0.045" 18 Ge E--e— e LAtraGondla —N4' Elea — Fy-155 kid Fo-177 kaf••; All on Concrete (min. 2.85 Rai) 1" 4' 1-31W Jamb / P-hook Hollow Block (ASTM COO) 1- 6" 1.114' 1/4' Elco UltraConO F,=1S5 ksl, Fs= 177 ksi All Concrete (min. 2.85 ksl) 2-1/2' 4" I_vw 'Iamb! P-hook Filled Block ASTM C90 2-1/2' 4" 1-3/4' Jamb / P•hook Hollow Black ASTM C90). D V4. 410 SS Elco CieteFlex® Fy127.4 kai, Fs- 1fill ksi Head / SIII Concrete min. 3.35 ksi 1" 4' 1-3/4' JemD / P-hoek Concrete (min. 3.35 ksi) 1' W 1-14" Jamb / P-hook Hollow Block ASTM C90 2.1@' 6^ 1-1/4' All Sotrlhem Pine SG = 0.55 1" 1 1' 1 1-3/8' 1) WHERE SUBSTRATE CONDITIONS REOUIRE 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, TI IIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2' THICK. PRODUCT REVISED as corn Iy ing with the Florida Building Cods PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS NCA-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 B , y LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS Miami-Ol •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 RWUIRED. IFtI)SED, NON -SHRINK, NON-METALLIC GROUT, • • 1UAX. 1M" T'I'l & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY • • $UtO:T. VE%TIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO e is aTHF*SLWS1iiATE, 4ND TRANSFER SHEAR LOAD TO SUBSTRATE. IF • • SSBSTRATF IS•VOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 10707tdWOWO)ODRIVE • • • • • • VEN=F71W- Gfi NGI�lAL NOTES AND M. ciRP4iFAurine929e g as• SER S 70ALUM.SGD- aw a r 3 A x • ® saD-7iB NTS i � 22 ALL elGara�VEO • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • as• • • • • • • • • • • • PGTO130 �.y 11ulIUU, ,, ",oNY.LYN/v,yi 610ENSF •.:�� i * NO. 58705 i N� •'•F[OR.DA..•'G\��: .� ''',;r��NAL IEN� A. LYNN MILLER, P.E. P.E.S 58705 EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH---1�--�•j NOM. PANEL WIDTH PER TABLES 1.3 NOM. PANEL WIDTH PER TABLES 1-3 t � Q I � 1 MAX. UNIT 104AIV 'Ii j y MAX. UNIT IS HEIGHT ' � 5 HEIGHT PER TABLES 1-3 1' �- PER TABLES 1-3 IpO POCKET -Ted---' 1-PANEL 1 73 ` CONFIGURATIONS CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH A NOM. PANEL WIDTH PER TABLES 1-3 1 13 13 PER TABLES 1-3 a 1 19 9 MAX. UNIT t3 HEIGHT t 19 PERTABLES1-3 7 1 I /J—Wvj-.IxI 14 14 I � w 1 o & c' MAX. UNIT 14 cLQ HEIGHT I g PER $ TABLES 1-3 a POCKET j N 3-PANEL CONFIGURATIONS 13 13 NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT )i HEIGHT C PER TABLES 1-3 5-PANEL CONFIGURATIONS 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) 80" 8 135" 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 F— DETAIL LETTER xW"w = WOOD OR METAL INSTALLATION "c"= CONCRETE INSTALLATION SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" t 13 PANEL HEIGHT = DOOR UNIT HEIGH I-1.866' i Jw Jc I I I � 14 1 ioaa g�ED - I POCKET I a 4-PANEL CONFIGURATIONS C Jc. PRODUCT REVISED 1 3 73 1"l 18 as complying with the Florida Building Code NOA-No. 17-0420.12 MAX. UNIT WIDTH -- expiration Data02/17/2020 NOM. PANEL WIDTH ey 12 3 Miam - a roduct Control PER TABLES 1-3 c MAX. UNIT WIDTH MAX. UNIT g2 HEIGHT �e� PER � TABLES 1-3 19 �'a � // SEE w NOTE a 2, THIS SHEET 19 rc EXTERIOR $ 12 CORNER, TYP.' (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) it VEMCE, FI$l276 MS&E CONFIGURATIONS wRr. •FAUTr 4Yszse • • SER S-770 ALUM. SGD - LM IMPACT O4A75H7 C NO CHANGES THIS SHEET. ate.: a."e —ft. cn.Q.aer. a.K rnry s�a�c. • ° 770 NTS 2 - 22 PGTO130 10110114 ut soirnac-eeiu¢o ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • * N0.58705 �O%,. ST TE F .: �40 "", �0NAL IEN, A. LY14N MILLER. P.E. RE.S 50705 EXAMPLE CONFIGURATIONS MAX. TESTED UNIT WIDTH = 355-7/16" @ 96" HEIGHT 300-1/4" @ 120" HEIGHT NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT t3 HEIGHT, 96" OR 120" 1 NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 NOM. PANEL WIDTH PER TABLES 1-3 (� UNIONS] im['7 i[l fE7 m m 6-PANEL CONFIGURATIONS 7-PANEL CONFIGURATIONS MAX. UNIT WIDTH f Jc I 1 ts ;Zo 0 POCKET at i°zaao I I�qW lan` POCKET I y MAX. UNIT�2 HEIGHT PER TABLES 1-3 8-PANELCONFIGUR41IM": ••; ••• ; 04 10701' OWO SPORIVE 000 000 VENZE OO'. TOFA, T46275 C•RT IFAUl•.IY¢919B ♦ • NO CHANGES THIS SHEET. ror"ri �✓i . Nt ab+lrsxEaeavm • .� -ter--- Jw Jc I 1 I I j I �g I POCKET j 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 W = 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" FYAAIo%E FR 5770 ALUM. SGD - LM IMPACT a� a�."� w.",sw SSGD-770 NTS 3 - 22 PGT0130 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comp)ying with the Florida Building Code NOA-Mo. 17.0420.12 Expiration Date 02/17/2020 I111111111 i�7r7 ,' NO. 58705 ' ;per sPTE E SZONAL LNG``• 7j�/1nn111`� A. LYNN MILLER. P.E. P.EJ158705 GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A 7/16" NOM. 7116" NOM. 1" NOM. 3/16" HS GLASS 3/16" HS GLASS 3/16" HS GLASS — — .090" PVB .090" PVB .090" SG 3116" HS GLASS 3/16" HS GLASS 74 3116" 1S GLASS 74 3/8" AIR SPACE 3/16" T GLASS az e2 — 83 EXTERIOR �- 3GLASS EXTERIOR I 3GLASS VGA 124127 BITE BITE EXTERIOR 80 80 a 7/16" LAMINATED GLASS, TYPE G3 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 9/16" NOM. 9/16" NOM. 1" NOM. 3/16" HS GLASS 1/4" HS GLASS 1/4" HS GLASS .090" PVB .090" PVB .090" SG 3116" HS GLASS 1/4" HS GLASS 74 1qGLASS 74 5/16" AIR SPACE 7a 1/4" T GLASS PRODUCT REVISED 82 183 _I as complying with the Florida BulidngCode3/4" NOM. 3/4" NOM. NOA-No. 17-0420.12 EXTERIOR EXTER"NOM. GLASS GLASS 12M127 Expiration Date 02117/2020 a BITE a GLASS BITE 11 BITE sy. ' EXTERIOR Mieml-Da roduct Control 9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A I iI • • • • • • • • • .�` NY LYN GLAZING NOTES: • • • • • • • • • • • • * ;' No. 58705 "ANN" = ANNEALED "HS" = HEAT STRENGTHENED "T" = TEMPERED SEE SHEET 15 FOR SPACER DETAILS. ? - �O •.. / � ® 'PVB° _ .09D' TROSIFOL PVB BY KURARAY AMERICA, INC. "SG" KURARAY AMERICA, INC. 1o7o T•0•ND�YNIVE rwEwae • • • . • •� DETAILS s A E� .• lV\ '�F` '•.,<ORIDP,.•' t' �' SS = .090" SENTRYGLAS• BY •�17eao f,pu • •," • • """ ' G� �� c4PT 9F"i^Hiii9 � • 9ERIL•S ALUM. SGD - LM IMPACT 11 1 ur oa 05 n c NO CHANGES Tres SHEET m - a.+" m.a o+wsw n.K A. LYt 1✓ &VIR. P.E. JR " 111o/14 � � ,,u � _ ® soD-77a NTS 4 .+ 22 PGT0130 C P.E.#53705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A) 1" NOM. 7/16" NOM. 1" NOM. r 3/16" HS GLASS 3/16" ANN GLASS 3/16" ANN GLASS 090" SG .090" SG .090" SG 3116" ANN GLASS- 3/16" HS GLASS AIR SPACE 74 3/16" ANN GLASS 74 74 3/8" AIR SPACE 74 3/10" T GLASS 3/16" T GLASS 82 83 a3 OM. EXTERIOR 3 4" NO ' tza 127 3W' NOM. 124127 rG�LJASSa BITE GLASS E EXTERIOR 617E EXTERIOR G7 80 79 1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 1" NOM. 9116" NOM. 1" NOM. 3116" HS GLASS 3/16" ANN GLASS .090" SG 114" ANN GLASS .080" SG 3/16" HS GLASS .090" SG 3/16" ANN GLASS 5/16" AIR SPACE 74 1/4" ANN GLASS 74 5/16" AIR SPACE 74 1/4' T GLASS 1/4" T GLASS— PRODUCT REVISED 82 as complying with the Florida 113 83 Building Code 3/4" NOM. NOA-No. 17-0420.12 t24-I27 3/4" NOM. ExrEwoR GLASS 124-127 3/4" NOM. expiration Date 02/17/2020 GLASS BITE a BITE GLASS 817E By / . EXTERIOR Mlam - a" vroauct uomrol EXTERIOR 78 Bt a 79 54 55 LA�f55 1" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE G8A ````II111 11 •• ••• • • . • • •• ,x.... tv • • • • • • • • • • • _; * :' No. 58705 GLAZING NOTES: • • • • • • • • • • • • "ANN" = ANNEALED y "HS" = HEAT STRENGTHENED s D� 'H =TEMPERED SEE SHEET 15 FOR SPACER DETAILS. -O�'•. D �.: 14, "PVB"=.090' TROSIFOL• PVB BY KURARAY AMERICA, INC. tOm7ap��y,rvE • °^ ' '• c<DRIDA,.•'' ��` "SG" = .090" SENTRYGLASA BY KURARAY AMERICA. INC. 0 @4j)�' - G DETAILS ZD' • • • NG� .` JR 044KsN7 C NO CHANCES TNlS SHEET. C T. `• • 9ERIES 770 ALUM. SGD - LM IMPACT 11111 I 1 ` o wpn o�Wr °�°' b10 °i" .1 �'- A. LYNN MILLER, P.E. 0—a. 10/10/1 � Jivaulsn `"` • •�CD-77� NTS 5 a 22 PGTO130 C P.E.x 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 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: (May be limited by Table 1A) Table applies to Glass Types 3, 3A, 5, 5A, 7, 7A, 8 & 8A and Door Unit Height BWW 84' g0" j 98' ti 69.7/8" DLO 73.7/8" DLO 79-7/8" DLO 85.7/8' DLO the Stile/Ast"I Types shown bei=, Anchor Group Anchor Group Anchor Group Anchor Group A 8 C D A B C D A B C D A B C D ill —a- —I C4+1 C4+1 C4+1 04+1 C4+1 + +1 + + +1 C4+1 C4+i G+1 +1 C4+1 24" �� Jamb 8 6 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P�look 8+7 8+7 8+7 6+7 7+8 7+8 7+6 7+6 7+6 7+6 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+1 C4+1 G1+1 C4+1 CAN 04+1 C4+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 30" Jamb 0 8 8 8 8 8 8 a 8 a 8 8 8 0 8 8 DLO P-hook 6+7 8+7 8+7 e+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/SIII 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 36" �� Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 a P-hook 6+7 8+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 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 C01 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 0 42 Jamb 8 8 8 8 B 8 8 8 8 8 8 8 8 8. . .8_ _ 8 z DLO P-hook 6+7 8+7 6+7 8+7 7+8 7+8 7+5 7+8 7+8 7+8 7+8 7+8 7+8 7+8' 7+8• 7+8 Head/Sill 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 M+2 C4+2'. C4+2 - ,or 41" Jamb 8 8 8 B 8 8 8 8 B 8 8 8 10 e 1 8 l 8 DLO P-hnok 6+7 5+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+81 77+8 17+8 FOR EXAMPLE ON USING TABLE, 5EL SHLt Its. -1 J 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 OP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3) 4-,3-1/4- AND 2-112" 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. POSLLIVE 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. TARI F 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" i Law - 2-1/2' TOOO Medium • 3-1/4"High - 4" Stt NU I tJ 1-4 OH LENGTH w O) OH RATIO z 1 O( J_ OH RATIO = OH LENGTH OH HEIGHT DLO WIDTH = NOM. PANEL WIDTI I -7" DLO HEIGHT= PRODUCT REVISED DOOR UNIT HEIGHT-10.125" as compight with the Florida Building Co e NOA-No. 17-0420.12 PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" Expiration Date 02/17/2020 Interlock P-hook Lockstile @Jamb Straight Astragal Assembly Lockstile @ Straight Astragal 90' Astragal Assembly Lockstile @ 90' Astragal 135' Astragal Assembly Lockstile @ 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 Comer �Si C er Outside Corner Erngr Inside Corner Outside Corner ^� Part #60 (x2) Part #60 Part #60 Part #60 (Stile) Part N67 (Astragal) • • • • • Part #60 # m • • • Part #118 Comer Receiver) • • • Past •119 (Out.) Part #120 (In.) Part #61 (Stile) Parts Fx & Mount) (Corn. & Fxd Mount) Part #61 R VENICE, Fe04Mn*jfj_S�ERIeS:70ALUM. 0!•AIMU ANGHUHAUt: � A1.)490-1S0a • b 66 ccea7. •FAurl•a•M SGD -LM IMPACT 04Podr17 C REVISEDTABLEf.a..rova.o NTS 6 + 22 PGT0130 I0110174 ,vtltolm amon>:o ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • By \ .•' * No. 58705 =_ ;j0o '• jJT� t 7- i �ONAL 1ENG`�� A. LYNN MILLER, P.E. P.E.# 58705 Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For corner astragal anchorage on 90' or 1..35" comer units, see sheet 11 Maximum DP for all sizes: +60 / -60 (May be limited by Table 2A) Table applies to Gless Types 4, 4A, Door Unit Height 84" 90" 98" 1 11V 120" 6, BA, 7, 7A, 8 & 8A and the Stile/Astragal Types shown below, 69.718" DLO 73.7/ LO /8 DLO 85-7/6" DLO 91.718" DLO 97.7/8" DLO 103.7/8' DIL 109-7/B' CLO Anchor Group Anchor Group ne or Group Anchor Gmup Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B CID A 0 CID A B C D A B C D A B C D A B C D A B C D HeadlSill Gai G+1 G+1 +1 + a +1 C4+1 C4+ ♦1 G+1 G+1 41 +1 G+1 G+1 G+t G+1 G+1 G+1 G+1 C4+1 G+ + +1 + + G+t + G+1 G+1 G+1 24' DLO Jemb 8 a 8 8 8 a a 8 8 a a 8 a 8 8 0 10 10 10 10 10 70 10 10 10 t0 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+6 7+8 7+8 7+8 7+0 7+8 7+8 7+8 7+8 7+8 7+8 7+8 9+9 8+9 6+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 Head7Slll G+1 G+1 G+1 G+1 G+1 G+1 C4+1 G+1 Gat G+1 G+1 G+1 G+1 G+1 C4+1 G+1 G+1 G+1 G+1 G+t G+1 G+1 G*1 G+t G+t G+1 G+1 G+1 G+i G+1 G+1 G+1 30" Jamb a 8 8 8 8 8 8 a a 9 8 8 B 8 8 8 10 10 10 10 10 10 10 10 10 to to 10 10 10 10 10 DLO P-hook 6+7 6F7 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 6+9 8+9 8+9 8+9 8+9 9.10 9+10 9+10 9+10 9+10 9+10 9+t0 9+10 Head/Sill C4+1 G+1 G+1 G+1 G+1 G+1 G+1 CA+1 C4+1 G+1 G+1 G+1 C4+1 G+1 G+1 G+1 G+1 C4+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 04+1 G+1 G+1 G+1 Ga1 G41 36" DLO Jamb 8 6 8 8 8 a 8 a 8 8 8 a 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 B+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 5+9 8+0 8+0 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/SIll G+1 G+1 CA+1 G+1 G+i G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 Gai G+1 G+1 G+1 C4+1gC4+Gat G*i G+t G+1 G+1 G+i G+1 G+1 C4+1 C5+1 C5+1 G+1 G+1 42" p160 Jamb 8 8 8 8 a 8 8 a 8 8 8 8 a 8 8 a 10 1010 10 10 10 10 10 10 10 10 12 10 10 10 P-hook 6+7 8a7 8*7 B+7 7+8 7+8 7+8 T+8 7+8 7+a 7+8 7a8 7+8 7+6 7+B 7+8 8+9 8+9Bag 8+B 8+9 B+B 6+9 9+10 9N0 9+10 9+10 9a10 8+10 9+10 9+f0 HeR%2I G+2 G+2 G+2 G+2 G+2 C4+2 G+2 G+2 G+2 C4+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2C,1+2 C5+2 (S*2 G+2 G+2 C5+2 C5+2 C5+2 CS+2 CS+2 C5+2 C5+2 C5+2 48' 411" Jamba 8 8 B a 8 8 a 8 8 a 6 10 8 a 8 10 t010 f0 10 10 10 12 10 10 10p4mk DLO 6+7 0+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 8+9 8+98+9 8+9 8+9 8+8 8+9 9a 10 9+10 8+10 9+10 9+10 9+10 9+10 9+10 54" DLO Head/Sill G+2 G+2 G+2 G+Z G+2 G+2 G+2 G+2 Gat Gat G+2 G+2 G+2 Gat G+2 G+2 Not available in these sizes Jamb a 8 8 8 8 8 6 10 8 9 8 10 8 B a P-hook 8+7 ar7 8+7 7+6 7+a 7+8 7+6 7+a 7+8 7+8 7+8 7+8 7+8 7+8 7+0 HeadlSllI Gat �6+7 C4+2 G+2 G+2 G+2 G+2 CA+2 G+2 G+2 G+2 C4+2 G+2 Gat C442 G+2DLO 8 8 8 8 8 8 8 10 80+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7a8 7a8 7+8 7+8 7+8 7+9 7a8 NOTES: ��R ��s�,w�r•�r �,. ��,,.� ,..oar_, �� „�" .,. 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. 6 JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY DIVIDE BY 2 FOR PAIRS TO BE Sill Helghtto Max. (+) DP (Water Infiltration Rating) Sill Riser Height (4) Design (Flat or Box, see Pressurepsi Sheet 17) Flush-1-1/2" see note 3 Low - 2-1/2' 446.67 Medium - 3-1/4" 160.0 High-4" +60.0 NOM•PANEL WIDTH-7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.125' OH LENGTH = PANEL HEIGHT = 8 OH RATIO Z 1 DOOR UNIT HEIGHT-1.866" PRODUCT REVISED 0 as complying with the Florida ng Coda NOA-No. 17-0420.12 NOA- Expiration D�U, 02/17/2020 OH LENGTH INSTALLED. SEE NOTES 1-3 OH RATIO = OH HEIGHT By Miaml- a roduct Control e eee —=TC 9+ A. 10 r— DART nikerkheIOLM Akin fZ"!=F=T6t to R 1a Ff1R AARFkARI Y nFTAII S Interlock P-hook Lockstile @ Jamb Straight Astragal Assembly Lockstile @ Straight Astragal 90' Astragal Assembly Lockstile @ _ 90' Astragal 135' Astragal Assembly Lockstlle @ 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 Standard Astragal • • Outside Corner • • • • Outside Corner • '--� •Lsid• Inside Corner a•� • • • • • • lasld! Canter �rnik• Outside Corner Part #61(x2) Part #61 Part #61 Part #61 (Stile) Part #67 (Astragal) • • • • • Part #61 ■aa[ #61(Stile) • Part H118 (Corner • pah f119 (Out.) Part #120 (In.) Part #61(Stile) Parts #31 & #32 Part #61 Receiver) (Corn. & Fxd Mount) ■ VEMCF, FOW73 ON AND ANUHUfMALvE • P41)480-1.nrr 00 • • • ' q:. ;*.I SER S 70 ALUM. SGD - LM IMPACT R•rtT. (lFAlI7gN _04A)5/17 C REVISED TABLE 2, REMOVED EXAMPLE. • q„ry„,prkyflY1CYf4 u7scR WXWhfa� SC0470 NTS 7 - 22 PGTO130 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANY LY/V/y � '•�10ENgF Z ,gyp '' 15ER) /t '/A. LYOIJNIt.11LLEER PE.\ PE.# 587a5 " Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 $ 3) For comer astragal anchorage on 90' or 136' comer units, see sheet 11 Maximum DP shown below (May be Ilm had by Table 3A) Door UNl Height Table applies to Glass types 4, 4A, air 84" W' 96" " to&, 6, 6A, 7, 7A, 8 & BA and the S18dAstragal types shown below. 6 - LO 73-/88 LO 79. M LO - /e DLO DLO 97-7/8" DLO Anchor Group Anchor Gro Anchor Gr Anchor Grou Group Anchor Group D A B C D A B C DLJ�Mhcfr C I D A B C D 17" Deal n Pressure +7.90.0 f C4+1 CA+1 C4+1 C4+1 C4+1 +/•82,5 04+1 psf C4+1 C4+1 C4+1 +- C4+i s 04+1 C4+1 Head/SM 04+1 C4+1 C4+1 04+1 'C4+1 C4+1 C4+1 C4+1 M+1 C4+1 04+t C4+1 24" DLO Jamb 8 B 8 8 B 8 8 8 B B 8 8 B 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 6+9 6+9 8+9 1 8+9 1 8+9 1 8+9 Design Pressure +90.0 ar +1-82.5 psf +/-75.0 psfp 23" Head/SBI C4+1 C4+1 C4+1 C4+1 +1 C4+1 C4+1 C+ C+1 1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 30„ DLO Jamb B 8 8 8 8 8 8 8 10 a 8 8 10 8 8 8 10 10 10 10 10 10 10 10 r S P-hook 8+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+B 7+B 7+8 7+8 1 7+8 8+9 1 8+9 1 8+9 1 8+9 1 8+9 1 8+9 Design Pressure +1-90,0 psf +/-82.5 per +/-7G0 psf gt 29" HeadlSlll C4+1 I C4+1 04+1 I C4+1 I C4+1 04+1 C4+1 I C4+1 C4+1 I C4+1 I C4+1 C4+1 CS+f C5+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 C4+7 C4+1 a DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 B 12 10 8 8 12 10 t0 10 10 10 10 10 5 P-hook 647 6+7 6+7 6+7 7+8 7+B 7+8 7+8 _ 7+8 7+8 7+8 7+B 8+9 8+9 8+9 8+9. 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 gDes n Pressure +F90.0 Psr +/-82.5 psi +/-75.0 per 35" Head/SIB C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 05+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 42" DLO Jamb 10 8 8 B 10 8 B B 12 10 B 8 12 1 10 1 8 8 12 10 10 10 12 1 10 10 10 P-took 7+8 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 1 7+8 6+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 Design Pressure +1-90.0 psf See Note A +/-82.5 sf +/-75.0 par 41" HeadlSlll C5+2 C6+2 C4+2 C4+2 C5+2 C6+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 Jamb 10 6 8 B 12 10 B 6 12 10 6 8 14 12 8 9 14 12 10 10 14 10 10 10 P--hook 7+0 7+6 7+8 7+8 8+9 8+9 8+9 8+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+to 9+70 9+10 9+10 NU It A: +/-W.0 rAr rUM V L.AJJ I r rrJ 4,`\—RZ O, QM, f M, o n orb, "'r-or . 1 r-1— , I NOTES: EXAMPLE ON SHEET 9 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 OP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER NOM. PANEL WIDTH - 7" 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. DLO HEIGHT = 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 DOOR UNIT HEIGHT - 10.125' MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN 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 INSTAL4ED. _. ._ __.. _......_ __.. _ - ...�..... .. �....�...... .,� ,,.._.. Ian _. c � cry o '� — o — ono oA nin.1CAICInAIc AAlll QUCG •IA R 10 FhR ACCFMRI V nF:TA11 C Interlock P-hook Lockstile @ Jamb Straight Astra at 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-duty5tlle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty5tlle Heavy-duty Astragal Outsidel:orner, , ��r Outside Inside Corner • * 1- -III • Corner Gsme• Outside • •: Ig61d oaCager • • • Corner Par[ #61 (x2) Part #61 Part #61 Part #61 (Stile) part #6R (Astragal) • • • • • Part #61' Parj#61 (VI e) • Part #118 (Corner •Parta#l19 (Out.) Part #120 (In.) Part #61 (Stile) Parts #31 & #32 Part #61 Receiver) (Corn. & Fxd Mount) VISiAC& Fde942ie DPAMDANCNORAGE tsy,a�lq�ti .. ... s. CMT. 6PAtrrm>rea2aa NM. RER/ S 70 ALUM. SGD-LMIMPACT SED TABLE 3, ADDED EXAMPLE M MKM1K"• oo-77D • NTS B 22 POT0130 10/1W"' _ Aunrw Ia ••• • • • • ••• • • • • • • • • • • Is • • •• •• • • • •• •• ••• • • • ••• • • TART F 3A- Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psi 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 SEE NOTES 1-3 OH LENGTH H 2 _ OH RATIO,'! 1 O OH RATIO = OH LENGTH OH HEIGHT PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date02/17/2020 By / �• ()NY LYNIV * / NO. 58705 _ --10ORIDPI A ([7 S ONAL '/rI�ttG\ A. LYNN MILLER P.E. P.E.# 58705 NO FRAME "9+10" P-HOOK ANCHORAGE CONSISTS OF: SEE 'CS' CLUSTER SEE JAMB (9) P-HOOK ANCHORS, SEE'C5" CLUSTER MAX. UNIT WIDTH DETAILS, SHEET 10 "C5" SPLICE REQUIRED @ (PERPENDICULAR TO GLASS SEE CLUSTER DETAILS, FOR ASTRAGAL DETAILS, SHEET 10 FOR "C6" NOTE, EXTERIOR ) PLANE SEE TABLE 2, SHEET 7 REQUIRES SHEET 10 FOR INTERLOCK INTERLOCK 24" MAX. O.C. THIS SHEET POCKETS AND SEE POCKET (10)P-HOOK CLUSTER, 5EE 48" NOM. DETAILS, SHEET 11 x \\L�-1},PANELWIDTH x r-______ JAMB MOUNTING ' - x x x x XI X //x x� x �✓ xx x x x 6-MAX INSTALLATION, ADAPTER I 6" MAX. _ x x (O} T X x x x x % x x x x �j !L THIS SHEET ANCHORS MIDWAY I f I x x IT TMAX. & SHEET 14 BETWEEN P-HOOK ' iOi 4 PAIRS OF ANCHORS & AT 3" \ FROM TOP & MAX. O.C. °' X=FRAME ANCHORS I0 x x S 1 i 14' I , ANCHORS 96" (TOTAL 8 BOTTOMZ ° o UNIT 21" MAX • ANCHORS) 4.051" 'MAX. TO OPENING i o' I I j EDGE OF POCKET SEE I ul a i I 1 O e= P-HOOK HEIGHT G'�' PER JAMB o� --1 ANCHORS x (SEE JAMB INSTALLATION MO.C. x AX. DETAIL 'ETAILS'Jc' &'Kc', > ®' z o = P-HOOK BELOW) END PANEL SHEET 14 & PART i Im- a el y 1 i DETAILS'JffILS' i ° MOUNTING 24" MAX. ANCHORAGE FOR' i (2 ANCHORS) SHEET 19 FOR I I _ice ��, r a^MAX. ADAPTER ANCHORS O.C. P-HOOK-__ 6^MAX. ANCHORS END PANEL pI�1L x x xx x x END PANEL X x xx xx x ANCHORAGE ANCHORAGE x x xx x �� x x x ` 6" MA ANCHORAGE (SEE X' x x x x x, SKETCH BELOW) (SEE SKETCH BELOW) �.� . —A _ CENTERLINE 6"MAX.•TYP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24" MAX. EXAMPLE: 5-PANEL, 2 TRACK, 90° OUTSIDE CORNER - pXXlXXO - 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 i 48" NOM. PANEL WIDTH 3.5" EXTERIOR 15 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR CENTERLINE OF QUANTITIES SPECIFIED IN TABLES 1-3. SHEETS 6-8: INTERLOCK HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE SEE "C5" CLUSTER TABLES, SHEETS 6-8 AT EACH INTERLOCK AND DETAILS, SHEET 10 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 Buliding Code NOA-No. 17-0420.12 5.64" Expiration Date 2117/2020 6" MAX. ey _ Miami- a roducl Con ro CENTERLINE JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE �-1'RACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB "+2" ANCHORAGE ANCHOR PAIR REQUIRES CENTERLINE SEE "C5" CLUSTER CENTERLINE END PANEL C6" CLUSTERS { DETAILS, SHEET 10 ANCHORAGE DETAILS, SHEET 11 I WTERLOCK FOR ASTRAGAL ASTRAGAL (2 ANCHORS) —y g" 4.051" --. I -+-I I f__ 3.51, I I MAX. CENTERLINE "+2"ANCHORAGE—/ L__CENTERLIN! OF PANEL 3 I OF PANEL 4 SHEET 11 FOR OTHER INTERMEDIATE ANCHORS - — � •,s�1480.leeo TO UPDATED ANCHOR VALUES. "+2" ANCHORAGE--/ L_ CENTERLINE I OF PANEL 5 A/MCHOWGE SPACING & EXAMPLE PLANS SER/ S 0 ALUM. SGD - LM IMPACT P. T.8GD-770 I NTS 9 « 22 a.rxr 'GTO130 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • .��,ONV•LYNN,tj �'�. UcENsf .ze * : NO. 58705 (� '•.jOf ORIOI.,.•'. �� S;ONAL EN\�• A. L94A sAILLW P.E. P.E.0 58705 ASTRAGAL OR { SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE INTERLOCKy-I IF NEEDED INTERLOCK—, CONDITION, USE CENTERLINE I CENTERLINE "C6" CLUSTER DETAIL) V'4�D T. 7' 1.75" A .2.04" 2.04EXTERIOR 4"DIAG3.5„ �l, 7" EXTERIOR V 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL 0 ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") ASTRAGAL OR SPLICE LOCATION INTERLOCK-�IF NEEDED CENTERLINE I 3.5" 0 4.I EXTERIOR 7" — 10, 3-TRACK FRAME HEAD/SILL A ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR SPLICE LOCATION INTERLOCK�IF NEEDED CENTERLINE 4-TRACK FRAME HEAD/SILL (rD ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,'G4") FW5117 I C I NO CHANGES THIS SHEET. ASTRAGAL OR (FOR SPLICE INTERLOCK- CONDITION, USE CENTERLINE I "C6" CLUSTER DETAIL) 3.5• 2.04• 4.09, EXTEEnR__IOR 4" DIAG. EX V 7„ 3-TRACK FRAME HEAD/SILL (d! ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") ASTRAGAL OR (FOR SPLICE INTERLOCK CONDITION, USE CENTERLINE .C6" CLUSTER DETAIL) 3.5" I --- EXTERIOR lu DIAG. I A I 2.04" DIAG. 4.08' ASTRAGAL OR SPLICE LOCATION INTERLOCK�IF NEEDED CENTERLINE 1.75" w 4" I 2-TRACK FRAME HEAD/SILL (> ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR SPLICE LOCATION INTERLOCK-�IF NEEDED CENTERLINE 3.5" 7" - I 4" DIAG. 2.04' 'ERIOft 3.5" n C7 3-TRACK FRAME HEAD/SILL 0 ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6'1 ASTRAGAL OR (FOR SPLICE INTERLOCK CONDITION, DO NOT CENTERLINE USE THIS DETAIL) -� 3.5" 1-- 2.04• 2.04' 6" DIAG. " 2.04" 2.04 EXTERIOR 6" DIAG. 21" MAX. O.C. EXTERIOR 21" 5.64' MAX- O.C. MAX. F -1 �1— 5.64" f-2-TRACK — t FRAME JAMB 6" MAX. ANCHOR PAIR I 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: T 1, ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED, 6" MAX. 2. FOR HEAD OR SILL SPLICE . RLOCATIONS/ANCHORAGE AT 3-TRACK FRAME JAMB P-HOOK SEE SHEET 9. ANCHOR PAIR FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION �IF NEEDED --I 3.5" I-'•-- • • • • • • • • a. • 3.5" 7" • t•c•ERI•R • • 7" 3.5" 4-TRACK FRAME HEAD/SILL • • • s J• * • • : a • 4-TRACK FRAME HEAD/SILL 0 ASTRAGAL OR INTERLOCK• • • • • • • • • 0 ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ANCHORS ARE REQUIRED, "C5") WITH & WITHOUT SPLICE CONDITION rSE)ZES 770 ALUM. SGD - LM IMPACT I SGD-770 I NTS I ~ 10 + 22 I F-- PGT0130 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED BuIlomplying with the Florida ding Code NOA-No. 17.0420.12 Expiration Data 02/1712020 .1 —_� pRY �rNN� I, No. 56705 •� ST TEo � •, ATE OFFFF 'SONAL 00" \ A. LYNN MILLER, P.E. P.E.# 58705 2.04" 2.04" INTERIOR INTERK) ?4'DIAG. 8.12" 8.12" INTERIOR INTERIOR ` EXTERIOR 2.04" -f EXTERIOR \ 90° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, ^C4") 4.08" l — INTERIOR 2.04" DIAG. 8.94" 7" i I -1 3� 4- 2.04" J I�-•EXTERIOR 90° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, 'I6T) EXTERIOR INTERIOR 2.04" 7" 3.5- INTERIOR ERIOR 4" DIAG.WEXTEPJOR 4" DIAG. 3.5" 2.04" EXTERIOR 42.0494" 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, "�g4D ANCHORS ARE REQUIRED, ^06') INTERIOR "+l" ANCHOR I _ CENTERLINE f OF PANEL "+2" ANCHOR 2.04" 4" DIAG. 3.5" CENTERLINE OF PANEL 4.08 "+1 ^ ANCHOR "+3' ANCHOR INTERIORA 3.5" INTERIUR 7.41" 7" 136" 2.04" 4" DIAG. EXTERIOR .3 I 3.5' 3.5" 4.08" 4.08" 7• 7" 5.37" D AG, CENTERLINF_CENTERLINE I OF PANEL 4•3 5• OF PANEL 2-TRACK FRAMEHEAD/SILL EXTERIEXTERIOR 7" 4" INTERIOR ON ^+2"ANCHORINTERMEDIATE ANCHOR LAYOUT 90° CORNER 135' CORNER EXTERIOR ALL � VIEWS 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4" DIAG. PRODUCT REVISED as eomplyIng with the Florida 6.12" Building 2 INTERIOR *LEXTERIO�R4 2.04" NOA-No. 17-0420.12 2.04" 3.5" .12" Expiration Data02/17/2020 4• EXTERIOR CENTERLINE a INTERI~ OF PANEL By INTERIOR 90 Nliaml-Dad roda0t Control 3.5" "+3" ANCHOR 4• 7"-2.04" DIA 4.08"6.12' I 6.12" EXTERIOR 3.5" 4" 2.044"DIAG.• • 3.5"-' 7" � • • • • „ • i CENTERLINE `\ gNk'YLEXTERIOR 2 4 • • • • • I `� OF PANEL ` �1�,. �iCENSF • �(� 90° CORNER 135" CORNUR • • • • • • • • • • 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL. • • • • • • • • • • • • • • 4-TRACK FRAME HEAD/SILL _ * ; No. 58705 ("C8" ANCHOR CLUSTER REQUIRED ("C8" ANCHOR CLUSTERRED INTERMEDIATE ANCHOR LAYOUT = AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) NOTES: (3-TRACK SIMILAR) - Z7 : C� y _ 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. f070�•IiNDygpypan� 000 000 �+� ;ppt; SLl /0 '� e�� 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE r. VE1v CE, Fi•T4s7s AIyCFf��4 GE EXAMPLE CLUSTERS tCs' •. (ORIOP,.• �� IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. • 0411480'ti00 - • • ' S/ • • •"' NN ` oiRT is � • • SER/ES fW ALUM. SGD - LM IMPACT '771ONAL IE` JR 04Po5H7 C NO CHANGES THIS SHEET. aorrNaxrp•rr • aw: a..e w"..a,rw �•" A. LYNN LILY' ' P.E. 3CD >� NTS 1 i K 22 POT0130 C P.E.# 5 8 705 JR 10110114 ,luaavrs,elTa+fv ••• • • • • ••• • • • • • • • • • • • • INSTALLATION DETAILS EDGE DISTANCE: a"SEE SHE ET 1 EXTERIOR1/4" MAX . + SHIM EMBEDMENT: j I �' I' j) f SEE TABLE A, � u SHEET 1 2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 3, SHEET 1 & TABLE A, SHEET 1 ®2-TRACK FRAME HEAD 3-TRACK FRAME HEAD w WOOD INSTALLATION WOOD INSTALLATION WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SEE ANCHOR NOTES TYP., SEEANCHOR SEE ANCHOR NOTES TYP., SEE ANCH & TABLE A, SHEET 1 N6FE 3, SHEET 1 SEE & TABLE A, SHEET 1 7 NOTE 3, SHEE SEEANCHOR 0, ANCHOR NOTE 5, SHEET NOTE 5,_ _ ._ .. 1 (1/4" MAX.) j SHEET 1 (11 P MAX.) EXTERIOR �l a 2-1/16", EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 E 3-TRACK FRAME SILL \Ewj WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" EXTERIOR T - - -- a 2-1/16"' EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 T 2-TRACK FRAME SILL Dw WOOD INSTALLATION EMBEDMENT: SEE 1 TABLE A, SHEET 1 1 2X WOOD EDGE DISTANCE: TYP., SEE ANCHOR SEE TABLE A. NOTE 3, SHEET i SHEET 1 2-1 16� WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR I V 1/4" MAX. SHIM E 2-TRACK FRAME JAMB Gw WOOD INSTALLATION 04 07 1 C I . NO CHANGES THIS SHEET. EXTERIOR al EMBEDMENT: SEE TABLE A, SHEET 1 ~I EDGE DISTANCE: 2X WOOD SEE TABLE A, SHEET 1 ` TYP., SEE ANCHOR vl NOTE 3, SHEET 1 2-1116"' WOOD ANCHOR TYP., SEE ANCHOR NOTES • • • & TABLE A, SHBET 1 • • • • • • • • • EXTERIOR • • • • • 1/4" MA4. jAIM 000 • • • • • • • 3-TRACK FRAME JAMB Rw WOOD INSTALLATION • • u7*RCHNMOf'4P*VE • • *• • it WNICE, FL 3121f • • • • r�+u*+Ba • • • oi•Ri�^�++isl�aey�s i • 0 vor,A,v7c, utwoHrsaesr veo EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16"' 114" MAX. SHIM EXTERIOR a METAL TYP., SMS ANCHOR TYP., SEEANCHOR SEE ANCHOR NOTES NOTE 4, SHEET 1 & TABLE A, SHEET 1 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 E 11 T SMS ANCHOR TYP., METAL TYP., DETAILS, SH ETS 10 & OR SEE ANCHOR NOTES SEEANCHOR 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.) .-. . ; _: .. ... r. .. a.,, ...- , . EXTERIOR _EMBEDMENT: SEE a TABLE A, SHEET 1 2-1/16"" - - EDGE DISTANCE: SEE TABLE A, SHEET 1 j6jh4-TRACK FRAME SILL Fw METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 - EDGE DISTANCE: SEE TABLE A, METAL TYP., SHEET 1 SEEANCHOR NOTE 4, SHEET 1 SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 MIN. OF 3 • • THREADS • EXTERIOR BEYONDTHE • METAL • SUBSTRATE • • • 1/4" MAX. SHIM I— 4-TRACK FRAME JAMB Iw METAL INSTALLATION • ER/ES 770 ALUM. SGD - LM IMPACT • b0.t AY SMt AwbNa sZ77o NTS 12 w 22 PGTO130 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Data 0211712020 (pY LYNA/ ............ UCENSF _` * i No. 5R705 O TONA(L A. LYNN P.E. P.E.A 58705 E 2-TRACK FRAME JAMB Gw WOOD INSTALLATION 04 07 1 C I . NO CHANGES THIS SHEET. EXTERIOR al EMBEDMENT: SEE TABLE A, SHEET 1 ~I EDGE DISTANCE: 2X WOOD SEE TABLE A, SHEET 1 ` TYP., SEE ANCHOR vl NOTE 3, SHEET 1 2-1116"' WOOD ANCHOR TYP., SEE ANCHOR NOTES • • • & TABLE A, SHBET 1 • • • • • • • • • EXTERIOR • • • • • 1/4" MA4. jAIM 000 • • • • • • • 3-TRACK FRAME JAMB Rw WOOD INSTALLATION • • u7*RCHNMOf'4P*VE • • *• • it WNICE, FL 3121f • • • • r�+u*+Ba • • • oi•Ri�^�++isl�aey�s i • 0 vor,A,v7c, utwoHrsaesr veo EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16"' 114" MAX. SHIM EXTERIOR a METAL TYP., SMS ANCHOR TYP., SEEANCHOR SEE ANCHOR NOTES NOTE 4, SHEET 1 & TABLE A, SHEET 1 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 E 11 T SMS ANCHOR TYP., METAL TYP., DETAILS, SH ETS 10 & OR SEE ANCHOR NOTES SEEANCHOR 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.) .-. . ; _: .. ... r. .. a.,, ...- , . EXTERIOR _EMBEDMENT: SEE a TABLE A, SHEET 1 2-1/16"" - - EDGE DISTANCE: SEE TABLE A, SHEET 1 j6jh4-TRACK FRAME SILL Fw METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 - EDGE DISTANCE: SEE TABLE A, METAL TYP., SHEET 1 SEEANCHOR NOTE 4, SHEET 1 SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 MIN. OF 3 • • THREADS • EXTERIOR BEYONDTHE • METAL • SUBSTRATE • • • 1/4" MAX. SHIM I— 4-TRACK FRAME JAMB Iw METAL INSTALLATION • ER/ES 770 ALUM. SGD - LM IMPACT • b0.t AY SMt AwbNa sZ77o NTS 12 w 22 PGTO130 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Data 0211712020 (pY LYNA/ ............ UCENSF _` * i No. 5R705 O TONA(L A. LYNN P.E. P.E.A 58705 EMBEDMENT: SEE TABLE A, SHEET 1 - EDGE DISTANCE: SEE TABLE A, METAL TYP., SHEET 1 SEEANCHOR NOTE 4, SHEET 1 SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 MIN. OF 3 • • THREADS • EXTERIOR BEYONDTHE • METAL • SUBSTRATE • • • 1/4" MAX. SHIM I— 4-TRACK FRAME JAMB Iw METAL INSTALLATION • ER/ES 770 ALUM. SGD - LM IMPACT • b0.t AY SMt AwbNa sZ77o NTS 12 w 22 PGTO130 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Data 0211712020 (pY LYNA/ ............ UCENSF _` * i No. 5R705 O TONA(L A. LYNN P.E. P.E.A 58705 • ER/ES 770 ALUM. SGD - LM IMPACT • b0.t AY SMt AwbNa sZ77o NTS 12 w 22 PGTO130 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Data 0211712020 (pY LYNA/ ............ UCENSF _` * i No. 5R705 O TONA(L A. LYNN P.E. P.E.A 58705 INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 NOTES: EDGE DISTANCE: EDGE DISTANCE: 1. ALL DIMENSIONS CONCRETE EDGE DISTANCE: SEE CONCRETE SEE TABLE A, SHEET 1 CONCRETE SEE TABLE A, SHEET 1 SHOWN ARE BASED PER TABLE*SEESEE ET 1 TABLE 2-1/16"" PER TABLE 2-1/16" ON MIN. ALLOWED. A, SHEET 1PER A, SHEET 1A, SHEET 1 - - 1/4" 'DIAGONAL O.C. IS EXTERIO M' MIN 4" (HEAD &SILL) __ SHIM OR 6" (JAMB) SEE EMBEDMENT:L j EXTERIOR EXTERIOR DO &AI'S, SHEETS SEE TABLE A,(�SHEET1SHIM r SHIM PROPERLYTE ANCHOR TYR, PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLYSECURED1X CONCRETE ANCHOR TYP., WOOD BUP., HOR NOTES & 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 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 NEIM �NCFEI COCRETEINSTALLATION 0CONCRETE INSTALLATION CONCRETE INSTALLATION CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET -I A 1 (114" MAX.) EXTERIOR I a 2-1 /16" ' PROPERLY SECURED 1X CONCRETE ANCHOR TYR, PROPERLY SECURED 1X CONCRETE ANCHOR TYR, PROPERLY SECURED 1X WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYR, 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 1 (1/4" MAX.) a.. :. 1 (114' MAX.) a,a. ..,.. EXTERIOR I 2-1/16"' EDGE DISTANCE: CONCRETE EDGE DISTANCE: _ SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 ij A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 - ja 2-TRACK FRAME SILL 3-TRACK FRAME SILL CONCRETE INSTALLATION Ec CONCRETE INSTALATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: PROPERLY SECURED SEE TABLE A, 1X WOOD BUCK TYP., SHEET 1 SEE ANCHOR NOTE 3, SHEET 1 2-1116 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEETI CONCRETE EXTERIOR � OR CMU I R TABLE V1/4' MAX. SHIM -.11 +- A, SHEET 1 A, SHEET I 2-TRACK FRAME JAMB cc CONCRETE/CMU INSTALLATION 041W17 I C I NO CHANGES THIS SHEET EXTERIOR I �2-1 /16' CONCRETE EDGE DISTANCE: PER TABLE SEE TABLE A. SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 4-TRACK FRAME SILL \,Ecj CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 —~i— --T EMBEDMENT: SEE TABLE A, SHEET 1 ~i EDGE DISTANCE: CONC./CMU ANCHOR SEE TABLE A, TYP., SEE ANCHOR SHEET 1 NOTES & TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3', CONCRETE SIM"WT • • OR CMU • • • • FRtA6� EXTERIOR • • hS E!L r: (� 1 ier• �M • • • • • • ••- V 1/4'WY`S • • 3-TRACK FRAME JAMB He CONCRETEICMU INSTALLATION • 4 VENICE, FL 34274 • • • • • ro41/4e0.1d06 • F... • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONCRETE PER TABLE A, SHEET 1 PRODUCT REVISED as complying with the Florida Building Code _ NOA-No. 17-0420.12 EDGE DISTANCE: Expiration Date 0211712020 SEE TABLE A, PROPERLY SECURED IX WOOD BUCK TYP., SHEET 1 ey- Miam�-6a�,% Yo ucl� ! Control SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR 2-1/16"' TYP., SEE ANCHOR NOTES & TABLE A, SHEET CONCRETE OR CMU EXTERIOR PER TABLE T� A, SHEET 1 1/4" MAX. SHIM I �- 4-TRACK FRAME JAMB Ic CONCRETE/CMU INSTALLATION VCHORAGE DETAILS FRIES 770 ALUM. SGD - LM IMPACT rw+. � sa..t ..e, w. soD-170 NTS 13 d 22 PGTO130 No. 58705 •P OT •.. W-T (v 44/ '�//S/'ONAL iE0\� \ A. LYNN MILLER, P.E. P.E./ 58705 INSTALLATION DETAILS FRAME JAMB REQU IRED AT ALL 2.693" MIN. INSIDE POCKETS EDGE EMBEDMENT: SEE TO PREVENT DISTANCE WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER _ WOOD ANCHOR TYP., INFILTRATION CONCJCMU �— — SEE ANCHOR NOTES ANCHOR TYP., SEE EMBEDMENT: -- - & TABLE A SHEET 1 2s ANCHOR NO1 ES & SEE TABLE A, (ALSO SEE TYP. TABLE A. SHEET 1 SHEET 1 28 ILLUSTRATION, SHEET 9) 1-1/4" MIN. EDGE DISTANCE DISTANCE: SEE EXTERIOR �—TABLE A, SHEET 1 'J . \ 15 SEE TABLE A, P-HOOK MOUNTING ze EXTERIOR SHEET 1 ADAPTER CONC./CMU PHOOK WOOD ANCHOR TYP., ANCHOR TYP., SEE SEE ANCHOR NOTES 15 p-HOOK ANCHOR NOTES &TABLE & TABLE A, SHEET 1 CONCRETE OR EMBEDMENT: SEE A, SHEET 1 (ALSO SEE TYP. 2.893"MIN. CMU PER TABLE A, SHEET 1 TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) EDGE DISTANCE ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH ANY SILL RISER �w PARTS #18. #20, #22 OR #24, 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 E EMBEDMENT: BE P-HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE ADAPTER CONC./CMU 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 BEYOND THE METAL ANCHOR NOTES A, SHEET 1 ANCHOR NOTES &TABLE i A, SHEET 1 SUBSTRATE r_�GE &TABLE A, SHEET 1 (ALSO SEE TYP. (ALSO SEE TYP. EMBEDMENT: , , F ILLUSTRATION, SHEET 9) ILLUSTRATION, SEE TABLE A EMBEDMENT: SHEET 9) SHEET 1 2� SEE TABLE A, DISTANCE: SEE SHEET 1 TABLE A, SHEET 1 1.1/4" MIN. EDGE DISTANCE P-HOOK SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR P-HOOK CONCJCMU n ANCHOR TYP., SEE V ANCHOR NOTES & TABLE EXTERIOR 71Yf 1 V (ALSO SEE TYP. ILLUSTRATION, SHEET 9) 2.693" MIN. A, SHEET 1 EDGE DISTANCE (ALSO SEE TYP. MIN. EDGE DISTANCE EDGE ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH BOX SILL RISERS • a PARTS #19, #21, #23 OR #25, • • • • • • • • • • • •jSar9rHOOK FOR USE WITH BOX SILL RISERS • • • • K• PARTS #19, #21, #23 OR #25, METAL INSTALLATION EXTERIOR* • • • • • • • • • • • • ONCRETE INSTALLATION EXTERIOR • • • • • (SEE TABLES 1A, 2A & 3A M• • • • • • • • (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY • • Soo • • • • • • •FOR WATER RATINGS) ONLY • • 'r FL J17� • • • •(s*+1480-tsoq� THIS SHEET. • •�� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRIES 770 ALUM. SGD - LM IMPACT nrk xrk auk o..W we. SOD-T70 1 NTS 1 14 a 22 POT0130 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 Bullding Code NOA-No. 17-0420.12 lxplration Dax 02/17/2020 BY rjNT �rryN4/% C1 .�ICENSF ''•(�(c �} ; • No. 58705 %0�'•. S ATE OF ALIEN .. A LYNN MILLER, P.E. P.E.0 58705 CONFIG. EXAMPLES MAX. UNIT ��— WIDTH HEADER DETAIL W, MAX. SHEET 18; INSTALLATION DLO DETAILS 'Aw' &'Ad. WIDTH SHEETS 12 & 13 NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DPIANCHOR PANEL PANEL PANEL PANEL TABLES, SHEETS 6-8 FOR MAX. [ TYA E TYPE TYPE TYKE PANEL HEIGHT AND WIDTH. SEE QS' AS' SHEETS 18 & 19 FOR SECTION NOM. DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. MAX. PANEL PANEL / / 2) (1) LOCK (ITEMS 75 & 107-110) AT HEIGHT ' SEE WIDTH TYP. PER / EACH LOCKSTILE, LOCKING INTO NOTE 2 TABLES 1-3 KEEPER (ITEM 103) AT FRAME JAMB OR ,.GAL.i1�� a b a ) PLEASE SEE APPLICABLE X 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 - =)O( 'DW &'Dc', SHEETS 12 & 13 410 X 1-1/2" PH SMS FRAME CORNER DETAIL Part# Description Material 124 Kommerling 4SG TPS Spacer System 125 Quanex Super Spacer nXf with Hot Melt Butyl See this Sheet for 126 Quanex Duraseal Spacer Materials 127 Cardinal A. Edge Spacer 041W17 I C I NO CHANGES THIS SHEET SILICONE STRUCTURAL RS POLYISOBUTYLENE WITH DESICCANT EXT. GLASS—V X 1" SMS STRUCTURAL S "CONE 114" NOM. FOAM WITH DESICCANT EXT. GLASS — MAX. UNIT WIDTH EXTERIOR 90" CORNER DETAIL'N2% SHEET 19 & CORNER ANCHORAGE SHEET II INTERLOCK DETAIL 'M', SHEET 19 EXTERIOR INTERIOR JAMB DETAIL'03', SHEET 18; INSTALLATION DETAILS '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" 110T-MELT BUTYL 3/16" NOM. G</ � INT. GLASS <<v —INT. GLASS Iz4) KODISPACE 4SG TPS zs SUPER SPACERONXT TM ALUMINUM REINFORCEMENT pOLY1S0- DESICCANT FILL AREA BUTYLENE • 5116' NOM. 5/'S N. SEAL "OM BUTYL & SILICONE SEAL _SICCANT ROLL -FORMED FOAM STAINLESS STEEL EXT.GLASS EXT.GLASS • • • • • • • • • • • • • • • • INT. GLASS INT. GLASS • ••• •• • • • •SE• +ze DURAAL@ SPACER +v XL EDGE TMSPACER • • I IIFSII•CHNOLO•MMW • • • • • oVEMC6 FL atx7• �RIESRAGE DETAILS / EXAMPLE ELEVA rail)48 -1" • • • 770 ALUM. SGD - LM IMPACT • • C�1IOFAUTH•179yd • • ,cart sai,: awe o..aaM. soD-77o NTS JS a 22 PGT0130 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED as ccmplyln with the Florida Building Code NOA-No. 17-0420.12 Expiration Dat Q2/17/2020 Nr..rNy� Pa'.. •' �IGENgF••• �((� �i No.58705 •� 70NAL fE 1 ,.. A. LYNN MILLER, P.E. P,E.0 58705 CONFIG. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 -v, SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18; �RAGAL INSTALLATION DETAILS'Gw'&'Gc', SHEETS 12 & 13HEADER DETAIL'A', SHEET 18; Mom' IXED JAMB DETAIL'G2', HEADER DETAIL W, SHEETSHEET 18; INSTALLATION LS'L1' & 18; INSTALLATION DETAILS INSTALLATION DETAILS 'Aw &'Ac', WIDTH JAMB DETAIL'GT, SHEET DETAILS'Gw' &'Gc', L2, SHEET 19 'AW &'Ac', SHEETS 12 & 113 SHEETS 12 & 13 . LTYP 18; INSTALLATION DETAILS SHEETS 12 & 13 90° -'Gw' &'Gc% SHEETS 12 & 13 m x PANEL PANEL PANEL PANEL m m A A 1 A E TYPE TYPE T KPE z �P INTERLOCK DETAIL CS' OS' MAX. 'M', SHEFT 19 IT / UNIT HT SILL DETAIL NOM. f HEIGHT 90" OUTSIDE CORNER R 'D', SHEET / PANEL / PER DETAIL'N1', SHEET 19 & PER ES 18. MAX. / WIDTH TYP. / SEE TABLES CORNER ANCHORAGE INSTALL DLO PER NOTE 2, 1-3 SHEET 11 DETAILS HEIGHT TABLES 1-3 SHEET 15 INTERIOR SHEETS 12 JXWL� NOM.PANELEXTERIORr &13 X WIDTH TYP. �� L--' PER TABLES MAX. UNIT WIDTH 1-3 SEE FRAME & —�j MAX. UNIT WIDTH PANEL CORNER SILL DETAIL'D', SHEET 18; MAX. UNIT WIDTH -"�- CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 15 (2-TRACK) 'DW &'Dd, SHEETS 12 & 13 EXAMPLE: 90° OUTSIDE CORNER - XX/XX (2-TRACK) JAMB DETAIL'I1 % SHEET 18; ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'IW & L2, SHEET 19� 1 INTERLOCK DETAIL'M', SHEET 19 'Ie, SHEETS 12 & 13� 1 HEADER DETAIL'C', SHEET HEADER DETAIL (1 18; INSTALLATION DETAILS J� AMB DETAIL'H2% SHEET P4100K 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' &'Bc', DETAILS'IW 81e, SHEETS 12 & 13 PRODUCT REVISED SHEETS 12 & 13 as complying with the Florida MAX UNIT WIDTH MAX UNIT WIDTH Building code NOA-Ne, 17.0420.12 • Expiration Date 02/17/2020 Mia -bade roduct control T HEIGHT HT p R TAES 1 Iu111 L. EXAMPLE: OXXXp SILL DETAIL'E',SAEET•1a;1 • • • • • ZXAM LE: XXXO SILL DETAIL T'. SHEET 18; ✓ = st No. 58705 (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK, BY-PASS) INSTALLATION DETAILS 'Ew' &'Ec', SHEETS 12 & 13 'Fw' &'Fe', SHEETS 12 & 13 Q STATE O' . �� • • • 1 • •F�CAMPLE ELEVATIONSG�Z� 1 IBO iB • • • (a) al• • • >w i S �� - -ttmP • • SERIES770ALUM. SGD-LMIMPACT TONALEN.�` JR 04ibC✓17 C NO CHANGES THIS SHEET. • • •i • f 1 I 1 I t I I I 1 an • • sue` A. LYNN MILLER P.E. "`" B '10 ° e `�° '°ems' .1.770 NTS 16 - 22 PGT0130 C P.E.# 58705 JR 10/10/14 �rrew�s act PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' 'D' MAX / NOM. PANEL UN PANEL PANEL PANEL PANEL � TYPE TYPE TYPE TYPE j ,R, ,L, � I PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'F' 'F' 'P' MAX NOM. UN PANEL � ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PANEL SIN INTEI TYPES O' SINGLE INTERLOCK OUT SINGLE INTERLOCK ffar ' IN FIXED C �_ STILE (� LOCKSTILE L WIHANDLE w d ` (h' ASTRAGAL BOX OUT W/HANDLE �t ASTRAGAL LLJ J BOX IN W/HANDLE ASTRAGAL F— (n .BOX OUT LL ASTRAGAL LU BOX IN J INT CORNER 90 LOCKSTILE J WI HANDLE #120 zEXT CORNER 90 LUCKSIILE WI HANDLE p119 EXT CORNERI� 00 RECEIVER I C W/HANDLE p118 INT CORNER N51 RECEIVER W [[[[,,,, W/ HANDLENile EXT CORNER 90 RECEVER 61 EXT CORNER !3 135 RECEIVER W/HANDLE pg1 INT CORNER 35 RECEIVER V' WI HANDLE pgi Ameer. JR eee 049N17 C NO CRAA JR 10110/14 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) #10 X 314". SMS, X 3 6" LONG MIDSPAN t FULLLENGTH OFJAMB G1 2-TRACK JAMB 6" LONG CLIP #105 @ W/ RETAINER #106 MIDSPAN (SHOWN WITH FIXED PANEL TO THE INTERIOR) �J 2-TRACK JAMB (SHOWN WITH OPERABLE PANEL) EXTERIOR 15 E 112 F 123 FULL LENGTH 40 Ga OF JAMB 2-TRACK JAMB 2-TRACK JAMB CLIP #80 OR #105 51 52 W/ SCREEN W/ RETAINER #123 (SHOWN WITH FIXED PANEL TO BO OR 61 THE EXTERIOR) 53 EXTERIOR EXTERIOR 121 SEE DETAIL ON SHEET 15 121 SEE DETAIL ON SHEET 15 EXTERIOR w a SHOWN WITH 2-TRACK W/SCREEN OPT. SCREEN A FRAME HEAD TRACK EXTERN a 2-TRACK W/SCREEN D FRAME SILL ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 13, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. 106 FULL PANEL JAMB LENGTH fi0 OR 61 105 LOCK PART 75 8 107-11 17 50 OR 61 18 5 5 SEE DETAIL G 1 FOR FIXED 6SEE ANEL CLIP LOCK PART 75 8 107-11 2103 60 OR 61103EXTERIOR EXTERIOR XTERIOR J-LEXTERIOR 3-TRACK JAMB vim/ 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB H1 (SHOWN WITH H2 (SHOWN WITH 6Et11 (SHOWN WITH i2 (SHOWN WITH OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) 121 SEE DETAIL ON SHEET 15 EXTERK)R EXTERIOR a a 3-TRACK B FRAME HEAD fi9 EXTERIOR - EX1 72 OR 73 11 0 113 5 E • • • • • 3-SHTICK • • ',�ERAMESI L• • • • • • 4-TRACK MAX. UNIT C F_RAMEHEAD HEIGHTPER TABLES 1-3 4-TRACK F FRAME SILL • • • wrK i • • • VERTICAL SECTION DETAILS • • • ryt04ea+s0� • • CHANGES THIS SHEET. • • c4Fi�i ERIES 770ALUM. SGD-WINDOW- LMI 04iD6.�17 C NO a.: ce.a.a an• _ •towmwiro�m• eap ax..t ao"N1- 22120'14 u raexnaesaxi GD-77ow1NOav NTS 1 18 a 22 PGTO129 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Eapi-tion Date 02/17/2020 1�1111I I I I II/I , * NO.58705 = - -0 : (� _ [,� .4 ,�0,� ., 3f F� •.� ��: .��s ORIDP..'• S�ONAL ENG•\• 1111111 A. LYNN MILLER, P.E. P.ES 68705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) ;i 01 EXTERIOR K V EXTERIORIL I `-� V 87 E STANDARD ASTRAGAL #67 Li WITH STANDARD STILES #60 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) EX 1 ERIOR a ID EXTERIOR 11_J K-7/ HEAVY-DUTY ASTRAGAL #68 _L2V WITH HEAVY-DUTY STILES #61 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) 4 INTERIOR ®90° OUTSIDE CORNER 90° INSIDE CORNER Nt 2-TRACK SHOWN N2 2-TRACK SHOWN INTERIOR 5 i it 7 14 5 135° 67 32 103 EXTERIOR • • • • • • • • 7 • • • • • • • • :A& 115" INSIDE CORNER to le • • '® • • • • • • • 0 2-T &9K SHOWN ®135° OUTSIDE CORNER • • • • • • • • • • • • 01 2-TRACK SHOWN • • 1warmuHNOLO.1'omVE • • • • • (•VENICA FL 34270 NORIZONTA. • •/s4r/�eo rea• • QINTERIOR • • NO CHANGES THIS SHEET 04Po5/r7 C"OFAUTIi•Y2By8 ; RIES 770ALUM. SGD - LM IMPACT C •_ •wmnMesoi• • resaeaa ear mre q.ayxa la10/14 c a cs. ,u',w`»' � SGaT7o NTS 19 +22 •PGTO130 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR EXTERIOR INTERLOCK ° 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. PRODUCT REVISED as complying With the Florida Bullding Code NOA-No. 17-0420.12 Expiration Date02/17/2020 \`t111111111/I7 / ��1��'• 41GENy�• 4,�(�� i * r No.58705� =p �IBia ' CC •••'ZCIRIDP.. ' lr ZONAI IEN A. LYNN MILLER, P.E. RE.058705 Item DWGT# PGT# Description 1 17305 617306 2-TRACK HEAD 2 17303 017303 2-TRACK HEAD WITH SCREEN HAL 3 17309 61 T309 3-TRACK HEAD 4 17312 617312 4-TRACK HEAD 5 17314 817314 FRAME SCREW COVER 6 17317 617317 FRAME HEAD/JAMB An0ON 7 17304 817304 2-TRACK SILL 8 17301 017301 2-TRACK SILL WITH SCREEN RAIL 9 17307 517307 3-TRACK SILL 10 17310 017310 4-TRACK SILL 11 17313 617313 FRAME SILL TRACK INSERT 12 17315 617315 FRAME SII.1. SCREEN An"N (SEE NOTE 3) 13 17310 6173M FRAME SILL SCREEN END ADD -ON (SEE NOTE 3) 14 17WS 6173D5 2=1HACK JAMB 15 IT302 517302 2-TRACK JAMB WITH SCREEN RAIL 16 17308 617308 3-TRACK JAMB 17 1T311 517311 4-TRACK JAMB 18 17322 817322 SILL RISER - FLAT, FLUSH, 1-1/2" 19 17319 617319 SILL RISER - BOX FLUSH, 1-112- 20 17321 817321 SILL RISER - FLAT, LOW, 2-1/r 21 22 17318 17355 617318 617355 SILL RISER -BOX LOW, 2-1/2" SILL RISER - FLAT, MEDIUM, 3-1/4" 23 17354 817354 SILL RISER -BOX MEDIUM, 3-1/4" 24 17323 617323 SILL RISER -FLAT, HIGH, 4" 25 17320 617320 SILL RISER -BOX HIGH, 4" 26 17333 817333 POCKET P-HOOK 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 28 M34 617334 POCKET P4100K MOUNT 29 77335 817335 P4100K COVER 30 17348 Ili 348 POCKET P4100K FOR BOXRISER 31 17378 017378 1135CORNER 32 17378 1 617378 1135 FIXED MOUNT ITEMS 4053 ARE SCREEN PARTS. 40 4319 612258 SCREEN SIDE RAIL - LOCKSTILE 41 7LOCKWGSK SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN NTERLOCKADAPTER 44 4428 64428 SCREEN DOUBLE INTERLOCK 45 4317 B12256 SCREEN TOP RAIL 46 4318 612257 SCREEN BOTTOM RAIL 47 868 7SRA2 STANUARD ROLLER 48 j 668 7SRAX STANDARD ROLLER - ST. STL 49 4344 64344 SCREEN ASTRAGAL 50 17349 817349 OXO SCREEN ASTRAGAL ADAPTER 51 1692 61892 SCREEN SPLINE -.165" 52 1694 81694 SCREEN SPLINE -.15W 53 81818C20 SCREEN CLOTH 54 1725 l/r X4" X 1116" SET. BLOCK, NEOPRENE 85 +1-6 55 1726 1" X4" X 1/10" SFr RI.00,K, NEOPRENE 8S +/S Item DWGT# PGT# Description 00 W325 617325 PANEL STILE 61 17326 617328 PANEL STILE MEAVY DUTY) 82 17327 617327 INTERLOCK ADAPTOR 63 1225 6TP248 VINYL BULB WSTP. -THIN (INSIDE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRIP PAD 65 17328 617328 INTERLOCK SCREW COVER 87 17329 017329 ASTRAGAL 68 1539 617339 HEAVY DUTY ASTRAGAL 69 17324 617324 TOP & BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1695 71695 14/2" X V X 3W HIGH FIN 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/1.ANG TRIM PLATE 70 71B32XIFPFX #10-32 X 1"FL. SS SCREW W/ TYPE "F"TIP 77 7103239 1032 STEEL 21NC 114VUT 79 17357 617357 1" IG BEAD 80 17359 617359 7/16"BEAD /FDED PANEL CLIP 81 17300 617360 9/18" BEAD 82 1224 UTP247K VINYL BULB WEATHERSTRIP 83 61745 1745 LOWE NC, VT Xt/16" SGL SIDE ADH. TAPE, POLYETH. 100 B052 48052 ROLLER ADJ. HOLE PLUG 101 72067 JAMB BUMPER 102 ION 71696 DUST PLUG 103 8166 78188X P KEEPER 104 853 7SOKEEP SCREEN LOCKKEEPER 105 17344 611344 FDED PANEL CLIP - 6" LONG 106 17352 817352 FWD PANEL RETAINER- 9116" 107 1739 71739 HANDLE KIT- INTERIOR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KIT- RAISED EXTERIOR HANDLE 109 1731 78t62SN HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN 110 1132 78178 HANDLE KIT - RECESSED EJOERIDR PULL Ill 710X34PPSDAX #10 X 314" PH: PN. TEK - S.S. 112 1235 6TS16 WSTP,.770 X.170-FIN SEAL 113 1712 84068 A87"X230"FNSEAL 114 71OX115PPX #tOX1-1/2" 115 710)(PPT *toX 1" #14-20 X V S.S. 118 720XIX 117 720)012X 04-2OX1-1/r S.S. 118 17336 617330 90 DEGREE CORNER RECEIVER 119 17337 817337 90 DEGREE OUTSIDE CORNER ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL 123 17352 617352 FLIED PANEL RETAINER, We' V • • • • • • • • • • • • • 1✓Ad4�H/40L0.1't17fYE • • • • • MVENICE, l0. 94270 r • • •(wJ)4so•1eoDs 04/0 awe • • CT1110FAU77M19y8 OS�17 C NO CHANGES THIS SHEET. ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • ARTS LIST ER/ES 770 ALUM- SGD - LM IMPACT SGD-770 NTS 1 20 - 22 a. «. PGTO130 NOTES: 1) ALL ALUMINUM = 6063-TG 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. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Data 02/17/2020 `1111111 I111/I/ �'� .•' VIGENSF _ * No. 58705 ' Tk F S 70AIAt.'11111111IEN ` A. LYNN MILLER, P.E. P.E.# 58705 I+ 5.069" 8.562" 0.080° 1.211" 1.505" 0.081" O2-TRACK HEAD 10 4-1 RACK SILL (6063-T6 AL) (6063-T6 AL) -M 1.21 ," _L 0.081" O 2-1 RACK HEAD W1 SCREEN TRACK (6063-T6 AL) 6.520.' -1 0.080" -j 1.505" OB 3-TRACK SILL (6063-T6 AL) 7.105" I 8.221" 0.080" 1.211" 1.605" 0.081" O 3-TRACK HEAD Oe 2-TRACK SILL W1 SCREEN TRACK (6063-T6 AL) (6063-T6 AL) 8" 2-TRACK JAMB W/ 15 SCREEN TRACK (6063-T6 AL) 1.36" 9.142" 4.49'• 0.081" 0.080" c - 1" 1.5105" 1.21 0.081" O4-TRACK HEAD O2-TRACK SILL (6063-T6 AL) (6063-T6 AL) c 1.514" 1.2fi0" L 0.060" Oe FRAME HEAD/JAMB SCREEN ADD -ON (6063-T6 AL) SEE SHEET 17 FOR SILL RISERS. 0.062" 0.532I {-�-- 1.516" FRAME SILL SCREW t2 ADD-0N • (6063-T6 AL) It • REQUIRES MIN. #10 SASS• OR 3116" MASONRY ANCHORS @ 24" MAX. O.C. • Mwd6Y: R4 WWna' • • JR 04/D5H7 C NO CHANGES THIS SHEET. 0.060" 0.760" f-- 1.990" *00 q FRAM �*L • R N • • • 13 W.A MDD41)N • • • • • •(6 3- A) • • c • • • • REQSIRESOMIN. W106M9t • • OR 3116" MASONRY ANCHORS @ 24" MAX. O.C. •CNNOtoom NE • • • A VENICE, FL 342M • (9+1) 480-1600 • • • CWb OFAUF)69WW •cormc�mewi• roreousrasq mn ALLaYWI88if6RVFa ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7.105" 16 3-TRACK JAMB S (6063-T6 AL) SGD-770 I NTS 1 21 r 22 -y 1.872" 0.062" 1.019" 0.181" SCREE 40 STILE (6063-T6 AL) 5.069" 1.045" 1.9�W- 0.062" Oto 2-TRACK JAMB 45 SCREEN O TOP RAIL (6063-T6 AL) (6063-T6 AL) n 4-TRACK JAMB (6063-T6 AL) PGTO130 0.875" 1.993" FI L�-IILk►- 0.062" SSCREEN as BOTTOM RAIL (6063-T6 AL) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration Date 0211712020 By / 1 e�1.•' LICENSE •/.tf!! * ; • No. 58705 � til i FS •'. �C ORIDP,.•'• �� S'()NAL,ENG` ` A. LYNN MILLER P-E. P.E.M 68106 0.718" � � � 0.83" r-- I� 3.802" 2.304" 0.752" 3.802" 1 - I " 0.752" L J0.885" 0.574" 0 796" 1.163"� 0.062 O.ofiy" 0.062" J 0.062" { 0.264" JJJ 0.075" 0.233' OS CR W COVER tt SILL zs P-HOOK 29 P=HOOK MOUNTING 29 P-HOpK SCREW 3o P-HOOK FOR BOX RISER S TRACK (6063-T6 AL) ADAPTOR COVER 0.080" (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) .155" -1 2.30" 0.080° 0.830' 016" 1.974" 2.44" --�- 31 135" CORNER (6063-T6 AL) 1.488" 080" 1.870" 32 135" FIXED MOUNT (6063-T6 AL) 3.979" 0.075" 1.645" Lj 0.1251'" 67 STANDARD ASTRAGAL (6063-T6 AL) 1.003' 0.757" 0.050" toy FIXED PANEL CLIP (6063-T6 AL) 550" 9" 0.0Jv FIXED PANEL tos RETAINER, 9/16" (6063-T6 AL) 4" - 0.062" - 1.600 OSTANDARD STILE (6063-T6 AL) 0.133" 1.600 Fes- 3.125" et HEAVY DUTY STILE (6063-T6 AL) 1.739" N-j � 1.303" 1.888" 0.325" 0.062" INTERLOCK INTERLOCK 62 ADAPTER 65 SCREW COVER (6063-T6 AL) (6063-T6 AL) 3,979" I 4.125" -�{ --T ( - 1.050" � 1 1.050" a 1.050" IIJKL175"_! r- } I t 1.645" Ca 0.062T2"" J �1 1.304" .289" ,671 .485" �045° 4-+-- 3.25" .045' �-r- ,045" �- 0.281" GLAZING 7/16" GLAZING 9/16" GLAZING sa HEAVY DUTY ASTRAGAL ss TOP/BOTTOM RAIL 7e eo at PRODUCT REVISED O BEAD (LG� BEAD, FIXED BEAD (6063-T6 AL) (6063-T6 AL) 6063-T6 AL PANEL CLIP 6063-T6 AL as complying with the Florida ( ) ( ) Buliding Coda (6063-T6 AL) I NOA-No. 17-0420.12 0.086" 0.709" 2.893' - 10.8L "3 FIXED PANEL t23 RETAINER, 7/8" (6063-T6 AL) 1.03" 4" � 5.621" 0.133" 1.498" 0.133" 1.498' 0.080" L 4„ • • • • • • • !• .•5 6:1"• • 720 90° INSIDE CORNER ASTRAGAL 2.826" • • 79 0 OU+SIi� �R•ASTRAGAL (6063-Tfi AL) tta 90"CORNER RECEMR ••�v�6�•6TiAI� : : ••• (6063-T6 AL) • • WIN ECHNOLMWW • • • D-0Y c + •VEMCE, FL 3421F EXTRUSIONS •• • (949480.161111 • • • • • • • •SERIES 770 ALUM. SGD - LM IMPACT NO CHANGES THIS SHFFT + • 4�.OFAUT� IZ�se • • • cawmiDrrreao• • a.n.>t"e.t ew" De..t a."ec�*. �'"` P`T"101a'"�• a'D' ® SGD-770 I NTS 1 22 d 22 PGTO130 ,utaosrsaeenrvcn • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Expiration Date By c �tJY LYNIy"�'��, * No. 58705 A NAWILLEh�b.E. P.E.4 58705