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RC-17-483
y g 3 Svwu 0 '� �' t.+ai''L% i}y '•y'erl r �� lai 4-11 ilri�f�. • ' xit . y +.;� t� � ��� . 1 � may..-� ' � +a... ,{4..._ � � �,t— '� ^ .a... h � �'•'. '`'� �''�'' } �'1. 4 � w• -�� . L"`" !4 kZ' .. ._...*ice#�'-•'.F'rT�r� i�w«+!!eft i�"�.s-�J?,lg.�.�3 ��.71 ..��r t � �.-�`-3r�r�,�T'•��i��+-+..h�y`4l_`_{_!4!''�-.,;� 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: CONVERT EXISTING GARAGE IN TO EXISTING BEDROOM # 3 Permit Type Owner Subdivision/Project Construction Type V-B Square Footage Location 710NE93ST Miami Shores, FL Building (Residential) PAUL CALLI 403.00 Bldg. Permit No. Contractor Date Issued Occupancy Single Family Type Flood Zone X RC-2-17-483 ORONI INC 09/27/2019 If the building is located in a special flood hazard area documentation of the as -built lowest floor elevation or lowest horizontal structural member has been provided and is retained in the records of Miami Shores Village. This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. , C r—_ e / is / U-,L-, k--" Building Officials Approval Ismael Naranjo, CBO Not Transferable POST IN A CONSPICUOUS PLACE y �. +.✓.� rs "t- �'xri.S!�,�3 .a �+` �'t .-s�3T�tFy. ''' T� a► �� "�G r�t'� t • ► .`i y-I 1 a Val ti r' �# _m.". s + ^ fir_ .►.•'!d' !" ` -� "`' ,/�- .t�.�pLah� ... : +y � : r t \� � ,•hi;" �.;'�L12�'� ,�Nei. L�r .'��I7 ►r t ��:�atQ �`tt•.Z. ItW " `"1Y!'S9' Qi��l; �Y! 7.: ��'C":i: ~•'4IY ire. ar_F/tom �. _'-Z1�S!C.t .;..7'•L _ c. �X. ?'� ti.i..:c_ .,._; `• riF-o ■t.it'f':i.�''_ti',:ir, J INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Mlami Shores FL 33138-0000 Phone, (305)795-2204 Fax: (305)756-8972 Permit NO. R V "2 "1 7-4 V 3 Type. Work Classification: Addition/Alteration Issue Date 911512017 I 0 -a Expires:3f 14/2018 INSPECTION REQUESTS: (305)762-4949 or Log on at https:l/bldg.mtamishoresviliage.com/eap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections., .� Residential Construction Owner's Name: PAUL CALL] lirrllrl P-' ' 11 Job Address: 710 NE 93 Street M. 111 0) '1 11 r Bond Number: 3507 Contractor(s) Phone Primary Contractor. ORONI INC (305)685-0412 Yes Parcel #:1132060141470 Owner's Phone: Total Square Feet: -8994 403 Total .Job Valuation: $ 31,000,00 WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:00AM - 7:OOPM. SATURDAY 8:OOAM - 6:00PM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. 12II&- &,air dk- 12- 3J rL�Ujiled a.. t^ei%I n/j ,S -� i. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES, NEITHER THE EUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN i"HE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD I' INSPECTION DATE INSP Foundation Stemwall Slab ;4 Columns (1st Lift) Columns (2nd Lift) Tie Beam ri40JFYA Firewall ,._...........--- Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance 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 Rough Alarm Final Fire Alarm Rough Fire Alarm Final UllgWIIA Service Work With ? ELECTRICAL COMMENTS NSPECTION I DATE I INSP Water Service _ 2nd Rough Top Out r( Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backf low Preventor Catch Basins Condensate Drains HRS Final PLUMBING COMMENTS INSPECTION I DATE I INSP Underground Pipe I n I . Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum MECHANICAL PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT AS REQUIRED BY FLORIDA BUILDING CODE (FBC) I04.2.6 AS PER I04.2.6-IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. DATE OF TREATMENT: qlqlc)`e TIME OF TREATMENT: IN ` APPLICATOR: OUT BUILDER NAME; c- TREATMENT ADDRESS: ! l V l JOB #: LOT: BLOCK: SPRAY & TAMP SPRAY ONLY SPRAY # CHEMICAL: Q iMl.� MONOLITHIC CHEMICAL: UNIT: t RESIDENTIA COMMERCIAL DDITION 2YGALLONS S/F STEMWALL SF 6 CD L/F STAGE OF TREATMENT (HORIZONTAL, VERTICAL, ADJOINING SLAB, RETREAT OF DISTURBED AREA DATE OF TREATMENT: PERIMETER TREATMENT VA TIME OF TREATMENT: L/F APPLICATOR: GALLONS L/F 300 S. STATE ROAD 7 PLANTATION, FLORIDA 33317 954-584-8588 1-800-749-8588 FAX: 954-584-6117 PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE `TREATMENT AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 AS PER 104.2.E—IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. DATE OF TREATMENT: 10/1 �� TIME OF TREATMENT: IN APPLICATOR: r OUT 1 _ BUILDER NAME: TREATMENT ADDRESS: WO 1 r JOB`•:--At LOT: BLOCK: a SPRAYTAMP" SPRA 'SY ONLY SPRAY # CHEMICAL: ' '� ^'~' MONOLITHIC t CHEMICAL: -gab S/F UNIT: RESIDENTIAL COMMERCIAL ADDITION �✓ GALLONS STEMWALL L/F STAGE OF TREATMENT (HORIZONTAL, VERTICAL, ADJOINING SLAB, RETREAT OF DISTURBED AREA _ 2 PERIMETER TREATMENT DATE OF TREATMENT: TIME OF TREATMENT: SF GALLONS APPLICATOR: L/F L/F • r 300 S. STATE ROAD 7 PLANTATION, FLORIDA 33311 954-584-8588 1-800-749-8588 FAX: 954-584-6117 DYNATECH PROCTOR COMPACTION TEST ENGINEERING CORP. 750 WEST 84T" STREET HIALEAH, FLORIDA 33014 (305)828-7499 DATE: 10-13-08 CLIENT: ORONI CONSTRUCTION PROJECT: Addition (cry ADDRESS: 710 NE 93`d Street North Miami. FL. CONTRACTOR: Oroni Construction MATERIAL DESCRIPTION: White sand SAMPLED BY: JA TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop AASHTO designation T-180-C. % MOISTURE 3.6 5.7 10.5 DRY DENSITY 100.5 103.4 101.1 Optimum Moisture 7.3 Percent 100% Maximum Dry Density 104.9 lbs./eu.ft. Passing 3/4" Sieve 99 Percent 106 104 102 100 98 96 4 6 8 10 12 14 MOISTURE Respectively submitted. As a mutual protection to clients, the public and ourselves, all reports', are submitted as the confidential property of clients, and authorization � for use. publication ofstatements. conclusions or extracts from or re.-arding 5 aati1111I .E. our reports is reserved pending our written approval. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 D R Y D E N S 1 T Y DYNATECH ENGINEERING CORP. 750 WEST 84"' STREET HIALEAH, FLORIDA 33014 (305) 828-7499 FIELD DENSITY TEST OF COMPACTED SOILS DATE: 10-13-08 CLIENT: ORONI CONSTRUCTION PROJECT: Addition (� ADDRESS: 710 NE 93`d Street North Miami FL. CONTRACTOR: Oroni Construction Test No. 1 Location: North side of pad underslab Test No. 2 Location: Center of pad underslab Test No. 3 Location: South side of pad underslab Test No. Location: Test No. Location: Description of Material: White sand TEST NO. 1 2 3 DEPTH 12" 12" 12" FIELD DENSITY 103.7 104.1 103.3 MOISTURE CONTENT % 9.6 8.7 9.1 MAX. DENSITY IN THE FIELD % 98.8 99.2 98.4 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 104.9 104.9 104.9 OPTIMUM MOISTURE (%) P P P P P Proctor T-180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Sampled By: JA Respectfully submitted, Tested Bv: JA iamaamanChecked By: JA WttE." DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 *A density test determines the degree of compaction of the tested layer of material only. In no way shall a density test replace a soil bearing capacity determination As a mutual protection to the clients, the public and ourselves. all reports are submitted as the confidential property ofclients. and authorization for publication of - conclusions or extracts from or regarding our reports is reserved pending on our written approval. INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 POST ON SITE Permit NO. RC-4-08-726 Permit Type., Residential Construction Work Classification. Addition Issue Date: 8/27/2008 Expires: 02/23/2009 r INSPEC'nON REQUESTS: (305)795-2204 REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Residential Construction Parcel #:1132060141470 Owner's Name: JOHN TRINANES Owner's Phone: 44 Job Address: 710 93 Street NE Total Square Fee. . Miami Shores Village, FL Total Job Va ti , n: Xi 05,0 Contractor(s) Phone Primary Contractor ORONI INC (305)685-0412 Yes WORK IS ALLOy.W�D VAY4 7:30AM - 6:0 MIS SUNDAYyDSBUIL I E N G THROU DONE MONDA OO INSPECTIONS, DM Y, CTIONS ARE BUILDING "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 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." CERTIFICATE OF OCCUPANCY MUST BE SECURED BEFORE THIS BUILDING CAN BE USED FOR ANY PURPOSE W. 00 Tie Bearti Rake Beam 2nd Floor Slab ' 2nd Floor Columns ' 2nd Floor Tie Beam Roof Sheating 160-411 Wall Sheathing Floor Sheating Truss, Roof Truss, Floor Store Front Buck Lath STRUCTURAL INSPECTION TYPE NSPECIOR DATE Window Installation Door Installation Tin Cap op in Progress Tile in Progress Shingle in Progress Framing Insulation Drywall tj.- 1,6 Sidewalk Driveway Form / Rock Storm Shutter Anchors Pool Steel Pool / Patio Deck 3- INSPECTION TYPE I NSPECIDR I DATE INSPECTION TYPE Ground Rough Top Out 2nd Floor Rough 3rd Floor Rough Condensate Drainfield Suppression Test Septic Sewer Water Service L P Tank Gas Rough Gas Final Irrigation Int: E t: Well Interceptor Pressure Test Fire Sprinkler Final Pool Maindrain Pool Piping CJ Rough Duct Rough Pipe Exhaust Fan Rough Hood Rough Pool Heat Pump Fire Dampers Fireplace Vent Vacuum Pipe Rough Vacuum Pipe Final Equipment Anchor Suppression Test Tuct Detector Ventilation Pressure Test INSPECTION TYPE Temporary Pole Footer Grounding Slab Service B. Alarm Prewire T.V. Prewire Intercom Prewire Phone Prewire B. Alarm Final T.V. Final Intercom Final Phone Final 30 Day Temp Power Pool Grounding Pool Slab I�,Qittti-- FOR INSPE TI NS C LL 305 797DURING INSPECTION REQUES RE ACCEP THE HOURS OF 8:30 AM TO 3:30 PM FOR INSPECTIONS THE FOLLOWING BUSINESS DAY. CERTIFICATE OF OCCUPANCY MUST BE SECURED BEFORE THIS BUILDING CAN BE USED FOR ANY PURPOSE DO NOT REMOVE THIS CARD BEFORE COMPLETION OFFICE PHONE NUMBER: 305-795-2204 F. DATE U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1-8. OMB No. 1660-0008 Expires February 28. 2009 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name PAUL CALLI Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. I Company NAIC Number I 710 N.E. 93 STREET City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 5 BLOCK 63 MIAMI SHORES SECTION NO. 3 PB 10-63 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. N25°51.647' Long. W80°10.970' 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. A7. Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) 1843 sq ft a) Square footage of attached garage 210 sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade 12 walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 1106 sq in c) Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State MIAMI SHORES 120652 MIAMI-DADE FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025CO093 J 7/17/95 3/2/94 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) Bl 1. Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings" ❑ Building Under Construction' ® 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-g below according to the building diagram specified in Item A7. Benchmark Utilized DCBM #B-62 Vertical Datum 1929 Conversion/Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)- b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 10.96 ® feet ❑ meters (Puerto Rico only) 13.46 ® feet ❑ meters (Puerto Rico only) N/A. ❑ feet ❑ meters (Puerto Rico only) 12.16 ® feet ❑ meters (Puerto Rico only) 13.06 ® feet ❑ meters (Puerto Rico only) 11.96 ® feet ❑ meters (Puerto Rico only) 12.06 ® feet ❑ meters (Puerto Rico only) 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. ® Check here if comments aregprovided on back of form. Certifier's Na I MI Title P.S Address W Signature WAI License Number 5101 ny Name MIGUEL ESPINOSA LAND SURVEYING, INC. MIAMI FL ZIP Code 33144 FEMA Form 81-31, �eAary 2006 1 See reverse side for continuation. Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 710 N.E. 93 STREET City MIAMI SHORES State FL ZIP Code 33138 NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two 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." If submitting more photographs than will fit on this page, use the Continuation Page, following. CtCVNi V1LW 1L/1U/GUUb REAR VIEW 12/10/2008 N. E. 93rd STREET "° 20' A S P H A L T P A V E M E N T /J Q O Q M = w =w V, 22.5' P A R K W A Y CL> <o .0, Q � ' CONCF.ET'E SiDtW'ALIk '125.0-0'(P)a.125.30'�lLl} 70�3 F.I.P.1/2" 89S l�l oMJ a< � N cLn�l 2 w U) O- > U7 N In F N ,y`° Q 10.0' 10.00' w ,y LU �P 20.95' Z2.4�. Q, a- b�plTlowl 0' o % rn oo 7.600' 0 S 10.00'0 1.301 5.a' 19.70' CY) ONE STORY Q0 (0 �' RESIDENCE co #710 10.95' �,� rn F.F.E.(ENTRY)=14.35 O U H.F.F.=13.46 d- O L.F.F.=10.96 4 J j A/CN 3, GAR=12.16 203 m N 20.50' POOL 3' PATIO PUMP 't • n • �� -17.60' 15.00' 5' 5' 1 F.I.P.1 /2" 121.80 0 (P)(M) 15' ALLEY � e1 /S 00 P F.I.P. /2„ BLOCK 7S 134.0 (M) CORNER 00, / FINAL SURVEY Date of Field Work: 12/10/2008 Date of Completion: 12/15/2008 Legal Description: Lot 5, Block 63, of "MIAMI SHORES SECTION NO. 3", according to the plat thereof as recorded in Plat Book 10, Page 63, of the Public Records of Miami -Dade County, Florida. Certified to: PAU L CALLI Flood Zone: Community Number: 120652 Community Name: MIAMI SHORES Panel: 0093 Suffix: 1 Date of Firm Index: 3/2/94 Firm Zone: X Base Flood Elevation: N/A Property Address: 710 N.E. 93 STREET MIAMI, FLORIDA 33138 Date of Field Work: 9/09/2008 Date of Completion: 9/10/2008 Survey No.: S-4968 1r ' r NE 94TH ST I , lif / HE 97R0 ST - ' I S, m ^� HE 92ND ST -------- LOCATION SKETCH NOT TO SCALE GENERAL NOTES -LEGAL DESCRIPTION PROVIDED BY OTHERS. -EXAMINATION OF THE ABSTRACT OF TITTLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECT THIS PROPERTY. -THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED ENCUMBERANCES NOT SHOWN ON THE PLAT. -UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. -ONLY VISIBLE AND ABOVE GROUND ENCROACHMENTS LOCATED. -WALL TIES ARE TO THE FACE OF THE WALL -FENCE OWNERSHIP NOT DETERMINED. -BEARINGS REFERENCED TO LINE NOTED AS B.R. -BOUNDARY SURVEY MEANS A DRAWING AND/OR GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. -NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. -NOT VALID UNLESS SEALED WITH THE SIGNING SURVEYOR'S EMBOSSED SEAL. -DIMENSIONS SHOW ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. -ELEVATIONS IF SHOWN ARE BASED UPON N.G.V.D. 1929 UNLESS OTHERWISE NOTED. -THIS IS A BOUNDARY SURVEY UNLESS OTHERWISE NOTED. -THIS BOUNDARY SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. THE CERTIFICATIONS DO NOT EXCEED TO ANY UNNAMED PARTIES. SURVEYOR'S CERTIFICATION: I HERE ERTIFY THAT THIS BOUNDARY SURVEY IS A TRUE AND CORRE T REPRESEN TI N F A SURVEY PREPARED UN ER Ml' DIRECTION. THIS COMPLIES W H THE MINI TEC NICAL STANDAP.DS, AS FORTH BY THE STATE OF FLORID BOARD OF FESS ONAL LAND SUP.'JEYO IN CHAPTER 61G17-6, FLORIDA ADMI ST ATIVE CODE SU T T0�4 7.027 FLO A STATUES. fV� SIGNED FOR THE FIRM MIGUEL ESPIN S P. 'M. No.5101 STATE OF FLORIDA NOT VALID WIT N UTHENT. ELECTRONI SIGNATURE AND AUTHENTICATED ELECTRONIC SAL N /0 THIS MAP IS NOT LID WITHOUT THE SIGNATURE AND THE ORIGINAL RAI D SE OF A LICENSED S VEYOR AND MAPPER. MIGUEL ESPINOSA LAND SURVEYING, INC. 10665 S.W. 190th STREET — SUITE 3210 MIAMI, FLORIDA 33157 PHONE: (305) 262-2992 FAX: (305) 971 —8383 www.espinosolandsurveying.com L.B. 6463 ` yHORES L�! ----cer 4 L'FLO-I opy Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit No. RC-2-17-483 Permit Type: Residential Construction Pen m Work Classification: Addition/Alteration Permit Status: APPROVED Parcel Number Issue Date: 9/15/2017 1 Expiration: 03/14/2018 Applicant 710 NE 93 Street 1132060141470 Miami Shores, FL Block: Lot: PAUL CALLI Owner Information Address Phone Cell PAUL CALLI 710 n. e. 93 st. (305)401-8994 Contractor(s) Phone Cell Phone O RON I INC (305)685-0412 In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: CONVERT EXISTING GARAGE IN T Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: Bond Return : Classification: Residential Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $18.60 CO/CC Fee $50.00 DBPR Fee $13.95 DCA Fee $13.95 Education Surcharge $6.20 Permit Fee $930.00 Plan Review Fee (Engineer) $120.00 Plan Review Fee (Engineer) $120.00 Plan Review Fee (Engineer) $120.00 Scanning Fee $48.00 Technology Fee $24.80 Total: $1,965.50 Valuation: $ 31,000.00 Total Scl Feet: 403 Pay Date Pay Type Amt Paid Amt Due Invoice # RC-2-17-63063 09/15/2017 Credit Card $ 1,765.50 $ 200.00 02/24/2017 Check #: 794 $ 200.00 $ 0.00 Bond #: 3507 Avauame i Inspection Type: Final PE Certification Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Foundation Wire Lathe Review Electrical Review Planning Review Building Review Building Review Building Review Structural Review Structural Review Structural Review Mechanical Review Mechanical Review Plumbing F. Termite Letter F. Elevation Certificate Declaration of Use In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction andzo ng. Futhermore, I authorize the above -named contractor to do the work stated. September 15, 2017 Auth3ti£ed Signature: Owner / Applicant / Contractor / Agent Building Department Copy September 15, 2017 1 Miami Shores Village �kpO�a \V 1 �\ TC; \7 a BUILDING PERMIT APPLICATION Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 RECEIV;'._,) FEB 24$y7 el/pl_ INSPECTION LINE PHONE NUMBER. (305) 762-4949 FBC 201`1 SQL' Master Permit No. c-'[ `" `s-3 Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 10 N>✓ 93 '< Ykc City: Miami.Shores County: Miami Dade zip:33) m Folio/Parcel#: 11 32flto • t71y • 1410 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): !?4Avl` Ilk. C'tr1�� Phone#: ,SO5• 401Vg'-I Address: -110 4;2> City: M'Lorn' _<InorGS State: r"-::L zip: AEI ZI Tenant/Lessee Name: Email CONTRACTOR: Company Name: Ornr11 `r1C. Phone#: S05• (s7,S•OLf 12 Address: 14040 NW (o CxU r-1' City: N. M1aryi, State: Qualifier Name: r I c) Phone# State Certification or Registration #: cac 12"51654 Certificate of Competency #: DESIGN : Archite Engineer: 1/'1 AAA, ,06 6- L'�- Phone# ?ip: 331(of 305.1085.OL412 Address: %V c CI-L. S'YItv✓ City: e lffi' r(S 1y,AI�State: i l— zip: 3 3'; rb wV Value of Work for this Permit: $ 31j Ovy Square/Linear Footage of Work: �( U� S F Type of Work: ❑ Addiitt�ion, � Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: C,+K4 �T 5-WL JrP Ar�g CIA-1144 (' I KA-a PYt 51241, O1C'L"—+ 3 f Specify color, of tolor.thru tile:.' Submittal Fee $ //� Permit Fee $ Q ' Q CCF $ I - 60 CO/CC $ Scanning Fee $ c4 CA�) Radon Fee $ 3 ' DBPR $ 13 ' Notary $ Technology Fee $ Z - c Training/Education Fee $ Double Fee $ Structural Reviews $ 120 " 2 Q _ 12 0'. Cz Bond $ jJU�j' ` TOTAL FEE NOW DUE $ I t 'Z ' 50 OF (Revised02/24/2014) 11 1 Gq; . 9D Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this Signature CONTRACTOR The foregoing instrument was acknowledged before me this -- day of t4OVCm6Cr , 201(a _, by V% day of �JovG;y%loe - 20 1 li by 'PouN A. CAICk , who is personally known to me or who has produced TX- pn - ;L< as identification and who did take an oath. NOTARY (0✓IAnwfU who is personally known to me or who has produced DL on as identification and who did take an oath. NOTARY PUBLIC: i Sign: Sign: Print: SU � Print: Seal: ,� fir/,% SU}lapa T. Vasquez seal: �'�__ Commission #E FF942611 Expires: December 9, 2019 := ,,, ate,, "p0�� ' Bonded thru Aaron Notary APPROVED BY Plans Examiner Structural Review (Revised02/24/2014) Suy* T. Vasquez Commission If FF942611 �Expires: December 9, 2019 Bonded thru Aaron Notary mo1r************************************ /~ Zoning Clerk -1 t-�4 ami SLrej Villaae 10050 ME SECOND AVE. MIAMI SHORES. FLORIDA 33138 2382 Telephone: (305) 795 2207 Fax: (305) 756-8972 DAVID A. DACOUISTO, AICP PLANN NG & ZONING D RECTOR DEVELOPMENT ORDER File Number: PZ-03-16-201634 Property Address: 710 NE 93b Street Property Owner/Applicant: Paul Calli Address: 710 NE 931d Street, Miami Shores, FL Agent: Mark Campbell Address: 373 NE 92 Street, Miami Shores, FL Whereas, the applicant Paul Calli (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Site plan review and approval required. Garage conversion. Whereas, a public hearing was held on April 28, 2016 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Planning and zoning board zoning approval is granted as shown on the plans submitted and made a part of this approval to convert a 400 sf attached garage to a bedroom, bathroom and family room. 2) Applicant to apply for and obtain all required building permits from the Building Department before beginning work. Page I of 2 3) Applicant to apply for and obtain all necessary permits and approvals from outside agencies before beginning work. 4) The applicant to maintain 2 legal parking spaces on the plot as shown on the plan. 5) An erosion and sedimentation plan subject to review and approval by the building official is required if ground cover is removed or as required by the building official. Properly installed soil erosion measures (silt fences, straw barriers, etc.) and anti -tracking area at all construction entrances are required to be put in place and maintained if ground cover is removed or as required by the building official. Required erosion control measures must be in place prior to footings inspection. 6) Applicant to obtain all required permits and approvals from the Miami - Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD) and the Miami - Dade Department of Health (DOH/HRS) as required. 7) Applicant to meet all applicable code provisions at the time of permitting. 8) Applicant to complete a covenant in the form of a "Declaration of Use" assuring the property is used only for a single family purpose, record the covenant with the Miami -Dade County Recorder and provide the planning director with a copy of the recorded document prior to the final inspection by the Building Official. 9) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. The application with conditions was passed and adopted this 2811 day of April, 2016 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Busta Yes Mr. Reese Yes Mr. Diaz Yes Chairman Fernandez Absent �>00 b Date Page 2 of 2 Edward A. LARDERS, RL CONSULTING ENGI 4, Oapy i dr -�j Co �l r► v ,, � 19SIZ d Fr • • . •tiff _� ,. =r.00000 00 • • Edward A. LANDERSN'RE, G -� ( 5-3eq) still I111111�,. .... . .. . ...... . . ... . ... .. .............. ..... ... ... . ... .. .. . .... ...... 47 . . ........ :.. .......... 60 .06. ... . ......... .... .... . ...... ........... ; .. .....•. ..... A-,_s __Err. -T". A Az X: JZ-- . . .... .. .. . ........ . -z .. ...... Uo m! . ... ............ . .... 4F 0 Jy • 4rd", 4r 4, 435 00 . ........... .. j? 1.3 1-7 3 ur D • i7 0 77Z, Edward A. LA►NDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 c �= ........... . TABLE3.2.1.2: Reinforced Wall PropeAles for Load Combinations Not Including VVind or Seismic Concrete Masonry Wall Properties St" Rginforcem nt PLdpedidt tram 8 in iE •' •2 00,090 • psi • • For Effective Depth d 3.8125 ht • ;F 60,b00� • pSi (Table Arranged by Increasing MR) Out -of -Plane Resisting Moment and Shear for Bars Positioned in the Center of the Wall d fm=1,350psi E fm= 1,500psi U 7 518" Bar Size Bar Spacing (in) 2 (in2/ft) MR (In-Ib/ft) • • Bar ' Bar Spacing A. ize (in) W/ft) "' MR (in-lb/ft Bar Size Bar Spacing A. fm = 1,500 psi MR Bar Bar Spacing A` (in) (in2/) (in-Ib/ft) Size (in) (inz/ft) (inK ft) 8 7 8 8 1.19 0.90 20.072 19,008 4 8 24 72 0.10 0.13 8,311 8,310 8 7 8 1. 9 21,860 8 72 0. 33 8,928 6 8 0.66 17,730 6 56 0.09 7,804 6 8 8 0 0 0.66 20,647 19,201 4 24 0.10 8,348 8 16 0.59 16,609 5 40 0.09 7,753 8 16 0. 18,055 7 6 72 0.10 8,114 5 7 8 16 0.47 0.45 16,221 15.660 7 6 72 64 0.10 0.08 7,582 5 8 0.47 17,511 5, 56 40 0.09 0.09 7,840 7,786 8 24 0.40 15,040 5 48 0.08 6,829 6.508 7 8 16 24 0.45 0.40 16,963 16.306 6 64 0.08 6,860 6 4 16 8 0.33 14,499 4 32 0.08 6,306 6 16 0.33 15.660 8 § 96 48 0.10 6,696 7 24 0.30 0.30 14,301 14.067 8 6 96 72 0.1.0 0.07 6,232 6,070 4 7 8 0.30 15,381 4 32 0.08 0.08 6,534 6,331 8 32 0.30 13,987 7 96 0.08 5,687 8 24 32 0.30 0.30 15,196 15,118 6 7 72 0.07 6,097 8 5 40 16 0.24 0.23 13,160 13,134 5 4 56 40 0.07 0.06 5,578 8 40 0.24 14,181 5 96 56 0.08 0.07 6,085 5,600 7 32 0.23 12,972 8 120 0.08 5,086 4,986 5 7 16 32 0.23 0.23 14.127 8 120 0.08 5.357 6 24 0.22 12,896 5 64 0.06 4,881 6 24 0.22 13,963 13,871 4 5 40 0.06 5,104 8 7 48 40 0.20 0.18 12,465 12,103 6 7 96 120 0.06 4,552 8 . 48 0.20 13,392 7 64 120 0.06 0.06 4,900 4,868 6 32 0.17 11,758 5 72 0.06 0.05 4,549 4,339 7 6 40 32 0.18 12.982 6 96 0.06 4,573 5 24 0.16 11,506 4 48 0.05 4,264 5 24 0.17 0.16 - 12,592 12,315 5 4 72 0.05 4,356 7 4 48 16 0.15 0.15 11,374 11,374 4 6 56 120 0.04 3,655 4 16 0.15 12,171 4 48 , 56 0.05 0.04 4,278 3,667 6 40 0.13 10,836 5 96 0.04 0.04 3,642 3,254 7 8 48 56 0.15 12,171 6 120 0.04 3,658 8 56 0.17 10,684 4 64 0.04 3,198 6 0.17 0.13 11.479 10,888 5 4 96 0.04 3,26740 7 5 56 32 0.13 9,749 4 72 0.03 2,843 7 56 0.13 10,432 4 64 72 0.04 3,209 8 64 0.12 0.15 9,598 9,349 5 4 120 96 0.03 0.03 2.603 8 64 0.15 10.044 5 120 0.03 0.03 2,852 2,614 5 48 0.11 9,105 4 120 0.02 2,132 1,706 5 6 32 48 0.12 p.11 9,643 4 96 0.03 2;139 7 64 0.11 8,530 7 64 6.11 9,146 9,128 4 120 0.02 1.711 0 ell, .... . . .... . .. .. ........ . ..... 1.(� rt- A-r-. op 171 A< .. . ....... ...... . . ......... . . ...... ... . .. .... 0. c)q-7 k crD m 1,K Edward A. LQNDERS, RE$ CONSULTING ENGINEERS P.E. #038398 I (305)823-3938 T ... ..... .. )4-or 10 Irl 0 4i o 0 0 s— x, T 4- 600 Pu *0 Llo t.4 Edward A LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 CAtCS c� • � o 74 :.. i • • • • • . • • • • •••O•• •• • • • • •••. ••: • 46 • • 0000 000 •�. •'i••'.. ..,. •••••• .. 0000 000*00 ll� Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 c,-4c_. c s- l v v . . ... . ... . . . . .. . . . . ... . . . .. . . ... . . .. . ... ... . TABLE 8.4 (Continued) Design values in pounds per squats inch (psi) Species and commerctN grade Size Bending g Tension parallel to Shear Parallel Compression Compression Modulus Non -Dense Select Structural classification F b.. grain F 10 grain ,perpendicular parallel to.grain of No.1 Dense 1850 F Fu. to -grain F. El Gradingasticity Rules No.1 Ni Non-15ense 2" 4"thtdc 1450 1300 950 775 90 90 480 175p E Agency No.2Dense 10 " wide 1200 725 90 660 565 1750 1,7,00.000 1,800000 No.2 No-2 Non- Dense 1200 1050 650 625 90 90 480 1600 1500 1,700,00p No.3 950 575 550 90 660 565 1650 11600,000 1,700000 Dense Select Structural 600 325 90 480 1500 1,600, ,000 Select Structural 2050 90 565 1400 1,41i0.00o Non -Dense Select Structural No,1 Dense 1900 1100 1050 90 660 1950 1.400,000 No.1 °" ,".�, k 1750 1350 900 90 90 565 1800 1,900,000 No.t Non -Dense w ,>" .. ti, 1250 725 675 90 480 660 170o 1,80.0,000 1.700,ppp ense No. � � " 1150 19 600 90 30 565 1700 1600 1,800,0p0 � 1,700,000 o. Non•Dense No.3 5 575 550 90 480 .660 1500 1.600,0o0 e _ 9 525 90 565 14600 1,700,000 325 480 1350 116001 , Dense Struct ^11sbZs oral 8s Tory ServJCe conditions 565 825 1,400,1 trDCturai7x 2" 4"Ihl� — 7go,� or:feSS moisture � + 1400000 e S u 165 2200 I i7�0 155 ear o, e 2" wid r 1450 130 660 Dense Stn,qura186 a (Wet service 660 1650 65o 1,80Q,000 1,60Q,000 Dense Structural 2.1/2" -4"thfdc conditions) 2100 SPl9 Dense Structural 65 1400 2-112.8 wider 1750 16p0 1200 145 120 440 1300 a 1050 110 440 1100 1,600,000 '— 440 1000 1.600,000 .600 1000•f-:r SP18 •-. AFPq XFPA1, 11' ashingron• DC. 1991. . ... . . . ... . . ... ... ... . •• • f • •• ••• •• • ••• • • • • •• • Dense S81ec1 St��cturaf Select Structural 2850 1650 1600 100 660 2250 1,900,,000 No Select Structural 2650 1350 100 565 2100 1,800.000 No.t Dense, No.1 2000 1100 100 100 480 1950 1,700,000 No.t Non -Dense 2"-4"thick 1850 1050 1D0 660 565 2000 1700 11800,066 No.2 Dense 2"-4"wide 1700 1700 90D 875 100 aB0 1700 1,600,000 I,00,000 No.2 No.2 Non -Dense 1500 825 90 90 666 565 1850 1,700,000 No.3 1350 775 90 1650 1600 11600.000 Stud 850 q75 90 565 , 975 1,400i000 1,400.,000 Construction Standard 2"-4"thick 1100 - 500 625 90 100 565 975 1/4004000 utility, 4"wlde 625 625 350,000 350 90 565 565 1800 ism 1,500. 1,300,000 Dense Select Structural 2700 90 `�5 975 1,300,000 Select Structural 2550 1500 1400 9p 660 2150 .1.900,000 Nan -Dense Select Structural 2350 1200 90 `565 2D00 1,800,D00 No.1 Dense 1750 950 90 480 1850 1,706,666 No.1 NO-1 Non -Dense :2"-4"thick 1680 900 90 6 55655 1790 1.800.000 No.2 Dense 5"-6" wide 1500 1450 800 775 90 486 50 1750 1600 1,700,000 1,600,D00 No.2 No.2 Non -Dense 1250 725 90 90 660 565 1750 1,700,000 No.3 • 1150 675 9D 480 1600 1500 1,600,000 Stud 750 425 90 565 925 1.400,000 1,400.000 Dense Select SCnictural _._ 425 90 565 925 1,406.000 Select Structural 2450 2300 t350 1300 90 660 2050 1,900,t000 SP18 1 Non -Dense Select Structural 1100 90 565 1900 1,800,000 No,1 Dense No.1 2" 4"thick 1650 1650 875 90 90 480 1750 1,700,000 —� No.1 Non -Dense 8„ wide 15l)D 1350 B25 90 560 565 18l>D 1650 1,800,000 i,700,000 No.2'Dense 1400 725 675 90 480 1550 1,600,000 J No.2 NO-2 Non -Dense 1200 650 t 90 90 660 565 1700 1,700,000 No.3 1100 600 90 480 1550 1450 1,600,000 Dense select Stivetural 700 400 9p - — `�5 87$ 1,400,000 1,400,000 Select Structural 2150 2050 1200 1100 :90 �D2000 \\ \.�/ .90 565 1850 ',900,000 800,000 s Residential Cooling and Heating Load Calculations Based on ASHRAE Cooling & Heating Load Calculation Manual, Second Edition. Job NAME: Summer design 91.0 ° F Summer Coincident W.B.: 77.0 OF Summer Daily range.: 11.0 OF Data Source 2001 ASHRAE Hand Book Calli Residence 710 ME 93rd Street Miami Shores, Florida 33138 Date: 0629/17 UnW area served: NEW AHU #3 Calculated by: A.M Checked by: A.R.G ITEM SOLAR SHADE T.AREA BTU/HR ITEM T U T.AREA N. Glass 37 x x 38 1406 N. wall 14 x 02 x 125 = NE. Glass 66 x x 0 = 0 NE. Wall 20 x 02 x 0 = E. Glass 91 x x 24 = 2194 E. Wall 24 x 02 x 137 = SE. Glass 82 x x 0 = 0 SE. Wall 22 x 02 x 0 = S. Glass 0 x 37 x 3 = 111 S Wall 17 x 02 x 65 = SW. Glass 82 x x 0 = 0 SW Wall 22 x 02 x 0 = W. Glass 91 x x 32 = 2912 W Wall 24 x 0.2 x 128 = NW_ Glass 66 x x 0 = 0 NW Wall 22 x 0.2 x 0 = Hot. Glass x x 0 Knee wall Glass Areas = 97 Subtotal = 6610 T. Wall Area 452 Subtotal = :0. 'f ' b .*". T_AREA BTU/HR ITEM BTU/Unit Partition 0 a v' 09 ' 0 0.0 People 230 Rvof... • 48• p.0,j ; 403 580.32 Kitchen 1200 Fiber • 13 9A9 • • • 403 471.51 Infil.Nent = 1.1xQxDT= Ceiling 06 0 .. .. 0.0 Miscellaneous • • • • ' Subtotal 1051.83 ..... . .. ...... ..... . ... . TOTAL SENS. • • = ZA1113 Btu/Hr GAM.*rOTAL • ?V" 19 u/Hr (TOTAL SENSIBLE + LATENT) MAX ALLOWED PER UNIT 1.15%= . LOSS •. •••••• TONS = 2.2 A SS • • USE = 2.5 Tons IT- • •AR! EA '• • • • U BTU/HR Cfm = 1000 Wltilt"' .0 *M 2'7 x 0.2 2440.8 Sq.Ft/r = 310.0 Roofs • 04M 27 x 0.03 326.43 CFM/sq.ft = 1.0 Floor 403 27 x 0.09 97929 Glass 97 27 x 1.1 2880.9 VmtOuion- I.IxDTxQ- . 1.1 27 x 67.32 1999.4 Partition 0 27 x 0.09 0.0 TOTAL 8625.82 Btu/hr KW 5.4 Kw AA Q=ARCHxVOLJ60= 0.68 x 3426 / 60 = 57.10 r Area A/C 403 Sq.& _ Volume A/C 403 x 8.5 = 3426 Cu. Ft. S TOTAL 3 1 67.32 x 16.5 Subtotal 30009.55 Btu/Hr BTU/HR 350.0 0.0 648.0 0.0 221.0 0 614.4 0.0 0.0 1833.4 BTH/HR 690 1200 1110.8 0.0 3001 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Calli Residence Builder Name: Street: 710 N.E 93rd Street Permit Office: City, State, Zip: Miami Shores, Florida 33138 Permit Number: Owner. Jurisdiction: 161400 Design Location: FL, Miami 1. New construction or existing Existing 9. Wall types (445.0 sgtk) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.2 445.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A d. N/A R- ft2 R- 112 4. Number of berdrooms(bedrms in addition) 3(l) 10. Ceiling type (403.0 sgft.) a. Under attic (vented) Insulation Area R=30.0 403.0 ft2 5. Is this a worst case? No b. N/A N/A R- ft2 R= ft2 6. Conditioned floor areas above grade (ft2) 403 C. 11. Ducts R ft2 a. Sup: Attic, Ret: Attic, AH: AH2 6 210A Conditioned floor area below grade (112) 0 0 7. Windows (97 sgfQ Description Area 12. Cooling systems kBtu/hr Efficiency a.U-Factor Sgl; u-0.75 97.00112 SHGC: SHGC=0.25 a. Central Unit 28.3 SEER:16.00 b.U-Factor N/a 112 SHGC: c.U-Factor N/a ft2 13. Heating systems kBtu/tu Efficiency SHGC: • a Electric Strip Heat 27.3 COP:1.00 i 41"-Wor ' • •' i N1a • 82 • SHGC: ' """ • A�ue•weighted Average'OverhaQg l?eptF� 2.000 R 14. Hot water system - Supplemental for Addition Area weighted Average SHGC: • • • • • • 0.250 a. Electric Tankless Cap: l.gallons *:**go •• • •• •• 8. Floor types'(403'0.11fL) ; • • ; • • Insulation Area EF: 0.920 •a.� : Vab-On-Grade Ed a Insulat o R�.O 403.00 ft2 lJ'•• b. Conservation features e.••MA •••••• • • R= ft2 •c. N!A • • •' • • R= ft215. None Credits Pstat GtdMrloor Qree: 0.124: •: •.. Total Proposed Modified Loads: 45.64 PASS • • • • Total Baseline Loads: 54.08 I hereby certify that the plans and specifications covered by Review of the plans and St�E sT,17, this calculation are in compliance with the Florida Energy specifications covered by this �-�tdF !` Code. calculation indicates compliance M6 (/` with the Florida Energy Code. = -`,I� r PREPARED BY: Before construction is completed -- i .r•..,.: i Q 9-- `' ! -=:: F DATE:: this building will be inspected for ,- ' compliance with Section 553.908 I hereby ce y that t s tl n , i 1 o pl Florida Statutes. ` ' with the F ride E r d O 41r[ OWNE BUILDING OFFICIAL: DATE: DATE: - Com nce requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as cert ied factory -sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 9/27/2016 7:17 AM EnergyGaugeOD USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R406-2014 PROJECT Title: 710 N.E 93RD STREET Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 403 Lot # Owner. Total Stories: 1 Biock/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 710 N.E 93rd Street Permit Office: Cross Ventilation: County Miami -Dade Jurisdiction: 161400 Whole House Fan: City, State, Zip: MIAMI , Family Type: Single-family FL, New/Existing: Addition Comment: CLIMATE IECC Design Temp int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL_AP 1 51 90 70 75 149.5 56 LOW BLOCKS Number Name Area Volume 1 Blockl 1150 9200 SPACES Number • • Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated :**to: Main • • • 1150 9200 Yes 3 3 1 Yes Yes Yes • • • • " FLOORS • • • • • # •PI ype "." Space Perimeter R-Value Area Tile Wood Carpet • 1 Sla&OrMrade Edae lnsu(ation Main 160 ft 0 1150 ft2 0 0 1 • • • • • • • • • ..... ' . •�•� ROOF ...... • •_ •j • • • • """ Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # • TAO • ; .". Materials Area Area Color Absor. Tested Tested insul. (deg) 1 •1 }ip' • Composition shingles 1185 ft? 0 ftz Medium 0.96 No 0.9 No 0 14 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1150 ft= N N CEILING It Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 1150 ftZ 0.11 Wood 9/27/2016 7:17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar - Below. o _ 1 N Exterior Concrete Block - Int Insul Main 5 38 7 8 308.7 ft2 0 0.75 0 _ 2 E Exterior Concrete Block - Int Insul Main 5 40 8 320.0 ft2 0 0.75 0 _ 3 S Exterior Concrete Block - Int Insul Main 5 38 7 8 308.7 ft2 0 0.75 0 4 W Exterior Concrete Block - Int Insul Main 5 40 8 320.0 ft2 0 0.75 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Wood Main None .46 5 7 35 W 2 S Wood Main None .46 3 7 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. wall Overhang # Omt ID Frame Panes — NFRC—` U_Factor SHGC — Area Depth Separation Int shade Screening — 1 N t Metal Single(clear) Yes A 0.75 0.25 38.0 ft2 2 fL 0 in '2 ft. 0 in Drapes/131inds None — 2 S 2 Metal Single(clear) Ycs 0.75 015 3.0 ft2 2 ft- 0 in 2 ft. 0 in Drapes/Blinds None — 3 E 3 Metal Single(clear) Yes 0.75 0.25 24.0 f12 2 ft. 0 in 2 ft. 0 in Drapes/Blinds None — 4 W • j Metal Single(clear) Yes 0.75 0.25 32.0 f12 2 ft. 0 in '2 fL 0 in Drapes/Blinds None • 000 • . . • • • • • • • • • • • • • • •' • " '**goo* " o• INFILTRATION scope ' ;"' ; Method• • • • SLA CFM 50 ELA Eg1A ACH ACH 50 t W hblehouse Proposed =,W .000025 •. •• 76.7 4.21 7.92 5 .•.. .0175 • '.' HEATING SYSTEM •• •••. # S s'tr?m Type 9 yP Subtype Efficiency Capacity 1 Electric Strip Heat None COPA 36 kStu/hr Black Ducts 1 Sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 14.5 36 kBtu/hr 1080 Cfnl 0.75 1 Sys#1 9/27/2016 7:17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Main 0.99 1 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None fta DUCTS / -- Supply -- — Return — Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handier TOT OUT QN RLF Heat Cool 1 Attic 6 255.6 fN Attic 63.9 ftz Default Leakage Main (Default) c(Default) c 1 1 TEMPERATURES Programable Thermostat: None Ceiling Fans: Coolin Jan Feb Mar Heating HJan Feb Mar Apr Apr E May Jun Jul May Jun Jul Auge Aug Sep (] L 1 Oct MNov Dec Dec Venting Jan Feb Mar [ Jun Jul Aug Sep lxt Oct NNov o Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 • • PM 78 78 78 78 78 78 78 78 78 78 78 78 :g4pyrA(W EH)' A • • � 4-8 78 78 78 78 78 78 78 78 78 78 78 • PM• V8 78 78 78 78 78 78 78 78 78 78 78 ". rtf(WD) ' ' A* . C8 ' 68 68 68 68 68 68 68 68 68 68 68 • • PM• . • . i8 68 68 68 68 68 68 68 68 68 68 68 AeHng•(W EH) '• • • A • • 'g8 ' 68 66 68 68 68 68 68 68 68 68 68 P ••i•68 68 68 68 68 68 68 68 68 68 68 68 • • • • Poe .•..w• •.w• • • • .••• 9/2712016 7:17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 84 The lower the EnergyPerformance Index, the more efficient the home. 710 ME 93RD STREET, WWI SHORES, FL 1. New construction or existing Existing 9. Wall types (445.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block— Int Insul, Exterior b. N/A R=5.2 445.00 112 c. N/A R= ft2 R= ft2d 3. Number of units, if multiple family 1 N/A R= 4_ Number of berdrooms(bedrms in addition) 3(1) 10. Ceiling type (403.0 sqft.) a. Under attic (vented) 112 Insulation Area R=30.0 b. N/A 403.0 112 R= 5. Is this a worst case? No c. N/A R= ft2 6. Conditioned floor areas above grade (ft2) 403 11. Ducts a. Sup: Attic, Ret: Attic, AH: AH2 R 82 6 Conditioned floor area below grade (ft2) 0 0 210.4 7. Windows (97 sgft.) Description Area 12. Cooling systems 1.Btu/hr Efficiency a.U-Factor Sal, u=0.75 97,00ft2 a. Central Unit 28•3 SEER:16.00 SHGC: SHGC-0.25 b.U-Factor N/a 112 SHGC: c.U-Factor ; • N/a ft2 13. Heating systems a. Electric Strip Heat kBtu/hr ) cy 27.3 • SHGC: • 000 • • • • 0/a COP:1. PA. 00 W-Wor • ft2 •••••• • eve 14. Hot water system —Supplemental for Addition VreAa ghted Av rage Overhad� Q 2.000 ft. a. Electric Tankless Ca 1. p: Area weighted Average SHGC: 0.250 gallons •••••• •• • •• •• • • •i1Ror, es 03 e S ft. Insulation Area n'P l� q ) b. Conservation features EF: 0.920 I":- b-On-Q�age,Fatgelnsul#Adlf'• R�.O 403.00112 None • b. NIA • • 0000 R= ft2 15_ Credits �A••IVA • •••••a R= ft2 Pstat • ••••••• •• •••••• • • I c.&'ii 0hat thissh"V has compliLd with the Florida Energy Efficiency Code for Building Construction thre tTh the above energy saving features which will be installed (or exceeded)�= !Tc in this home before final inspection. Otherwise, a new EPL Display Card will be completed ti�'��,°' •1 '` ��` based on installed Code compliant features. '� €'.:_Y .`,`via Builder Signature: Date: (-1-11 .;•.,'; Address of New Home- I D Iv.ovt - e-f ty p: jM) Atvmt S ►}yey -,S ? 313�a ob 1vE *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 9/27/2016 7:19 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 gKKR�v Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by C44,& I to perform special inspector services under the Florida Building Code 5n' Edition (2014) and Miami Dade County Administrative Code at the 7/ v '✓� °� 3 "' srl2ls project on the below listed structure as of 6. 2 H - (7 (date). I am a registered architect/professionaall engineer licensed in the State of Florida. Process Number: 7- Y"��% -1,Wecial Inspector for Reinforced Masonry, Section 2122.4 of the FBC 51h Edition,(20 . _ Miami Dade County Administrative Code, Article II Section 8-22 Special Inspect r _ Trusses > 35 ft. long or 6 ft. high _ Steel Framing and Connections welded or bolted Lzig�il Compaction _ Precast Attachments • _ Roofing Applicafions, Lt. Weight. Insul.Conc. • •• • • leM.;Only the marked loxes apply. • • Tke followin&Adi4dual(s) employed by this firm or me is authorized representative to perform .:.... inspection* @ * .. OL . .. *Special inspeettrMizing authorized representatives shall insure the authorized representative is qualified by ...... education or limmemto perform the duties assign by Special Inspector. The qualifications shall include licensure as a ' . ;rdtemional erg�ineer or architect: graduation from an engineering education program in civil or structural engineering; •; • �., gWvation fromen anlitectural education program; successful completion of the NCEES Fundamentals Examination; 8r.w&fration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to th n o inspection erformed by the department. Further, upon completion of work under each uilding it, I wi t to the ilding Inspector at the time of the final inspection the completed inspec ' og ale t i.ndicatin g that, to the best of my knowledge, belief and profe al ' se .ect outlined above meet the intent of the Florida Building Co d th a approval plans. Engin r/Architect Signed and Sealed Date: G '" 1 ") Name M AehL A- C:AvK p (S G L ` Print Address X (G-Cj 2 ".VktY rM/, - c H-t'd l-- 3 T 1? le Design Wind Speed Ultimate Wind Velocity (mph) 175 Exposure C Internal Pressure Enclosed Height above ground : rt t l Standard Wan Height • ft 10.0 Mean Roof H ' 1 h - rt 15.0 Buadln Width n ".0 Buildin Lee a 43.0 Roof Slo I:12 0.3 Roof An d rea 1.43 ■ Edle Strip rt 430 End Zone (it) 8.60 Parapet Along Roof Perimeter R) • • • •WI�IdLSA��I�.W'i • w • • • • • ••• • • • • ••• Windloadcalc.com Your Window to V;cess • • • • • c Wall Opening (Windows & Doors) Wind Load Program 2003-0C16® • • •L one s• Fie. Celli Residence Address 710 NE 93 Street Co Mark A. Campbell, Architect Job Number 17 Mark A. Cem bell, Archtect Hnl Sh■ Flat - No Hill H a lA Lh it 1.0 I R 1.0 I, it 1.0 "PLYING WIND LOAD FOR: tELEVATION ENINt )\ I'll) LO %1) I)IaIG\ I\FOK\1 k I IO\ t ----------- www.vAndloadcaic. com � /V vw ��y 3/132017 Paget u I • ••• • • • • ••• MIAMI-D M . • • • MUMI-DADE COUNTY • • • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATO",A"EC01JO1V t%;SQVVCJ;S (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DTV MN T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. • • • •' 1070 Technology Drive ' . : • : • • • • North Venice, FL 34275 • •' ' •' ` •' 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.- .ESCRIPTION: Seii iev Pw-7bin20%82©" Aiuminnm Fined Window - L I. APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, 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. r4ISSILE.IMPACT RATING: Large and Small Missile Iinpact.Resistanit3 -a LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be pretq a user by the manufacturer or its distributors and shall be available for inspection at the job siest of the Building Official. This NOA revises NOAH 15-0528.26 and consists of t ence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Mhi el NOA No. 16-0629.141 ration Date: February 19, 2019 ,pproval Date: August 04, 2016 Page 1 . . ... . . . ... .. .. . . . .. .. . PGT Industries, Inc. NOTICE M AV'C&PIA1510E: ' : EVIDENCE SUBMITTED ...: . ... . . A. DRAWINGS 1. Manufacturer's di8'drav#*irj.aga:ie*horfs,' (Submitted under . V:4.Y_vijA5.m 2. Drawing No. MD'720420!1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, 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, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTm spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 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 No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and F1 L-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) Man el Pe ez, P.E. Product Co trol aminer NOA . 6-0629.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E - 1 . . ... . . . ... PGT Industries, Inc. ' NOTICE OAT AMEAUPACE: •: EVIDENCE SUBMITTED .... . ... . . 000 . . C. CALCULATIONS ,strdr.tural analysis, complying with FBC-5a' 1. Anchor verificatio�rf cilloulalion�s �n Edition (2014), datg jb j/j0tl �,'prebared Sy manufacturer, signed and sealed by Anthony Lynn Miller; P'E. ' ' '' (Submitted under previous NOA No,15-0528.26) 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. 14-0916.10 issued to Kuraray America, Inc, for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and VMite) Glass Interlayers" 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 Pc%1Q.E. Product Control am er NOA No. 1 9.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E-2 . . ... . . . ... .. .. % .. PGT Industries, Inc. "' • " NOTICE Q--1r kCCEP f AIkE:. • iEVIDENCE SUBMITTED .... . ... . . . . . . . ... . F. STATEMENTS 1. Statement letter of Lois rm`anoe; @.cv-plyj?u-g with FBC-5a` Edition (2014), dated May 20, 2015, issued by:n4*njf-c40 ir0f,.si?ned aiid sealed by Anthony Lynn Miller, P.E. (Submitted unde?pref dus 1VOA 14*15!0528.26) 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0528.26) 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No.13-0502.03) 4. 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) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0528.26, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 07/09/15 and expiring on 02/19/19. Manuel .E. Product Contr Exa iner NOA No. 29.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E-3 . . Or • . . ••• . . ... . . . . .. . GENERAL NOTES: SERIES 720/820 IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNEDt",fSTED'd0 COMPLY WITH THE REQUIREMEAS 44HR FLORIDA • • ' BUILDING CODE, INCLUDING THE HIGH VELOCIT"? HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WUM USED IN • . : • • : • • • • • WIND-BORNE DEBRIS REGIONS, FOR IN%UL"D33LtSS.' ; • • • INSTALLATIONS ABOVE 30' IN THE HVHZpTHE OUIBOAFF • • • • • ' • • • • LITE (CAP) MUST TEMPERED. " 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, _ USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY A - UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. SHEET 6 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. - WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR 12" MAX. GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE O.C. DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR _ ARCHITECT OF RECORD, (AOR). 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 FRAME, INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF 6" INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX THE 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 CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300. 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. 9) REFERENCES: TEST REPORTS FTL-3835, 3850 & 7212; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES USES AN SG INTERLAYER. THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. i 48" TIP -TO -TIP WIDTH 47" BUCK WIDTH _ 44-1/4" VISIBLE LIGHT WIDTH r �B, SHEET 6 — I 6" MAX. - A SHEET 6 95" BUCK HEIGHT 92-1/4' VISIBLE LIGHT HEIGHT C - SHE}ET 7 L� 12" MAX. O.C. 96" TIP -TO TIP HEIGHT i �-+►8 �'i �+— 12" MAX. O.C. 6" SHEET 6 MAX. TYP. FLANGED FRAME ELEVATION (TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES ........................ 1 ELEVATIONS ................................ 1 GLAZING DETAILS ....................... 2-5 DESIGN PRESSURES .................. 2-5 INSTALLATION, FLANGE ............. 6 INSTALLATION, EQUAL -LEG....... 7 INSTALLATION, INT. FIN A........... 8 INSTALLATION, INT. FIN B........... 9 CORNER ASSEMBLY ................... 10 EXTRUSION PROFILES................11 PARTS LIST ................................... I I TABLE 1: FIGURE 1: 12" O.C. MAX. 12" O.C. MAX. / 6' MAX. T# Description Sheet 1 7/16" Laml 16" An -.OW PVB - 3/16' HS) 2 2 7/16" Lami 16' HS - .090" PVB - 3116" HS 2 3 1-1/16' Laml. IG (3/16" T - 7/16" Air - 3/16" An - .090" PVB - 3/16" HS) 3 4 1-1/16" Lami. IG 3116' T - 7/16' Air - 3116" HS - .090" PVB - 3/16" HS 3 5 7116" Lami 16' An -.OW SG - 3/16' An 4 6 7/16" Lami 3116" HS -.OW SG - 3118" HS 4 7 1-1/16" Lami. IG 3/16" T - 7/16" Air - 3/16' An - .090" SG - 3/16" An 5 8 1-1/16- Lami. IG 16" T - 7/16" Alr - 3/16" HS - .090" SG - 3/16' H3 5 "SG" = "KURARAY SENTRYGLAS-INTERLAYER" BY KURARAY AMERICA, INC. "PVB" = "KURARAY BUTACITE® PVB INTERLAYER" BY KURARAY AMERICA, INC. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 2-5 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 48" BUCK WIDTH 45-1/4' VISIBLE LIGHT WIDTH D, SHEET 7 1 6" C SHEET 7 96" BUCK HEIGHT 93-1/4' / VISIBLE / LIGHT HEIGHT 48" BUCK WIDTH 45-1/4' VISIBLE LIGHT WIDTH F, SHEET 8 2" MAX* H, SHEET 9 E, SHEET 8 ( E, SHEET 8 G, SHEET 9 G, HEET 9 -------- 93-1/4" / VISIBLE 5"MAX I / LIGHT O.C. i / HEIGHT 96" BUCK HEIGHT D 12- MAX. O.C. 2" MAX F. SHEET 8 SHEET 7 5" MAX, O.C. TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION (TESTED UNIT) (TESTED UNIT) SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. { - WIDTH WIDTH WIDTH —+{ i— WIDTH --I Tr--- --- I T ---� I— -1 F— --1 W IW W w - -J' I— — WIDTH{ r-- WIDTH ---I �-- WIDTH --I � -- WIDTH --I �I- — —_ T1 r- -1 w Lu I 1 -- I+ ----WIDTH—+{ WIDTH WIDTH WIDTH �{ C7 C� I L9 I I w = 1 =ll 1 I ilill PRODUCT REVISED as csmplyw with ilia Fkd% BaildinE+t',adc A.pum, Nn 1 fe' V m JR - 05/05/16 - ADDED SHEET 11 a WITH SPACERS & MOVED PARTS. U u z >- N Q N J h Xe UAIDJO O Z °' � LL o CCC Z J o = L •- v- W UI, xD) 6 0 W- FZ m 2 co 0 'ON DMp o f Y Z Z O �z az O g a o Q J ® Cl) W C6 Iaa4S CO rn Z Fn O W O F- Z Q Z Z a1DaS NN O0 § Lu D < W I00 X W da LL O aqp 1 -asap sauaS ,ml i/,/ �JCE '.'� srgrg OF 14�; A. LYNN MILLER, P.E. P.E.# 58705 = ... . • ... ..... ... . . ••. TART F 9• 1 • • • • • • • • Window Design Pressure (+/., psf) for Glass Type 1 . • • • • LongSide (in) 67.718 1 72 • • • . 84 • • 88 92 96 1W 104 109-1/2 C 30 +1-80 +1-80 * . +/S0•• • +1-80 +/-80 +/80 +/-80 +1.80 +1.80 32 -" +/80 +/-80 +/-80 +1-80 +1.80 +/.80 +/-80 +/80 +180 +180 +1-80 34 +/80 +1.80 +/80 +1-80 +180 +1.80 +/.80 +1-80 +180 +/-79.8 +1-79.4 36 +1.80 +/-80 + • • +140 • 41" +180 +1-79.7 +/-77.2 +175.1 +1-73.4 +1-72.2 38 +/-80 +1.80 4 -80 • • . 4i40 0 +/-78.1 +/-75.2 +/_725 +170.3 +/-68.5 +/88.3 40 +1-80 +/-80 +1-80 • • + - 8 + Me. 2 •+/-74.3 +/-71.3 +1.87.9 +/$5.1 +1-63.4 +/81.6 42 +/-80 +/-80 tl. 0 • • +/-W.4 • •+/-•7�. +/-71.3 +1.68.2 +/-64.7 +/-6t6 +/-59.8 +/-58.2 5 44 +1.80 +1-80 +/-76.9 +1-75.4 +/-72.1 +/.68. ++1-65.6 +1-822 +I59.7 +/-57.5 46 +180 +1-80 +1-77.2 +/-73.8 +/.70.1 +/-%8 +/-63.5 +/-60.3 +/-67.7 v 48 +/-80 +1-79.3 +1-75.6 +/-71.9 +/-88.3 +/.84.9 +/-61.5 +/-58 2 50 +/-80 +1-77.5 +/74.1 +1-70.3 +/-W.7 +/-Ml +159.7 52 +/-79.1 +/-75.6 +1-72.4 +188.8 +/-65.1 +/-61.5 �O 54 +/-77.4 +1.73.8 +1.70.5 +1-67.3 +1.83.5 58 +/-75.8 +1-72 +1-68.6 +/-65.3 58 +/-74.2 +1-70.3 +146.6 60 +1-727 +1-W.7 +/-65 62 +1-71.2 +/-67.1 64 +1-69.7 +/-65.5 86 +/-88.3 67-7/8 1 +/-67 7/16' LAMINATED GLASS STACK 3/16" ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY Q 11-7/8' O.C. MAX. FN V I C.7 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN, TABLE 3- Window Design Pressure (+/-, psf)fordass Type 3 Lang Side (in) 67-7/8 1 72 76 80 1 84 Be 92 96 100 104 109-1/2 30 +/-80 +180 +ISO +/-80 +1410 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 32 +/-80 +/-80 +ISO +1-80 +/-80 +1-60 +/80 +/-80 +1-80 +/-80 +/-80 34 +/-80 +1-80 +/-80 +/-80 +ISO +/-80 +/80 +/-80 +1-80 +1.80 +/-80 36 +1-80 +1-80 +/-80 +/-80 +180 +1-80 +180 +ISO +/-80 +/-80 +/-80 38 +1-80 +/-80 +/80 +/-80 +/-80 +1-80 +/.80 +/80 +/ 79.4 +/-76.4 +1-74.3 40 +t80 +ISO +/.80 +/-80 +/M +/-80 +1.80 +/-76.7 +/ 73.5 +/-70.9 1 +/-69 42 +1-80 +1-80 +1-80 +/-80 +ISO +/-80 +/-77 +/_731 +/-69.6 +/-86.9 +I.85.2 44 +1-80 +/-80 +/-80 +/-80 +ISO +1.77.8 +1-74.1 +/-70.3 +/87.5 +/83.9 �- 46 +/-80 +/-80 +180 +1-80 +/-79.2 +1-75.4 +/-71.7 +/-68.1 +/-0&1 48 +/-80 +/-80 +1.80 +1-80 +1.77.2 +/-73.3 +/89.5 +/-65.8 50 +/-80 +1-80 +/-80 +/-79.4 +1-75.3 +1-71.3 +/-67.5 52 +1-80 +/80 +/80 +1-77.7 +1-73.5 +/-89.5 cc 54 +/80 +/-80 +/-79.6 +1.78 +1-71.8 56 +/-80 +1-80 +1-77.5 0-73.8 58 +1-80 +/-79.4 +/.75.4 80 +180 +/.77.6 +1-73.5 82 +1-80 +/-75.8 64 +/-7a 8 +/-74 88 +1-77.2 67-7/8 +/-74.9 EXTERIOR a GLASS TYPE 1 PVBINTERLAYER 6" HEAT STRENGTHENED GLASS 5/8' GLASS SITE +- LONG SIDE SHORT SIDE F' I- - - - I---- LONG SIDE - -� SHORT SIDE �f TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. s� 1-1/16" NOM. GLASS STACK 7116"LAMINATED GLASS STACK 3/16" HEAT I STRENGTHENED SHORT I' 3/16' TEMPERED GLASS GLASS SIDE I� 3/16' ANNEALED GLASS 7/16" AIR SPACE 090" PVB 11 INTERLAYER 5 USED AT CURVED � LONG SIDE FRAME MEMBERS ONLY 29 5/8" Q 11-7/8' O.C. MAX. GLASS BITE 1-3 EXTERIOR G7 75-7 21 13 I SHORT SIDE I� GLASS TYPE 3 NU I ro; 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. W � Y 10 m > C; v- } � cy ti co O O � alaa Ov cv ch '� d {8 UMOJQ OJ L' L= OJ U-5 LL O W Z Zi a = LL ri W U(} X c WZ F W O� m O ON o> ti Y O p v Z �- T- �z Ciz �' LL O J N Q ® Fn' N LU 7aa4S Z z 0 m ccn Qa' OROS 00 04 04 O Z LLJ ' ' U X w as IL- apt -0 siwaS : ... . . . ... TABLE 4- .; ; Window Design Pressure (+/-, psq for Glass Types 2 & 4 ... . • Long Side (in) 67-7/8 ! • 76 ..It 84 88 92 96 100 104 109-1/2 112 116 120 124 128 1 132 130 140 1 144 30 +1-80 +r-80 +180 +/80 +1-80 +/-80 +/-80 +/-80 +1-80 +1-80 +/80 +/-80 +r-80 +/-80 +/80 +/-SD +/-80 +/-80 +/-80 +/-80 32 +/-80 +180 +/-80 +180 +1-80 +/-80 +1-80 +/-80 +1-80 +/-80 +180 +180 +180 +1.80 +1.80 +1-80 +/-80 +/-80 +/-80 34 +/-80 +/80 . 0+/080 • •+M • • + o +/-80 +/-80 +/-80 +/80 +/-80 +/80 +1-80 +180 +1-80 +180 +1-80 +/-80 36 +1-80 +1 •080• 0+180 • • +r +180 +/80 +/80 +/-80 +1-80 +/80 +180 +180 +1$0 +1-00 +1-80 38 +1-80 +/-80 •+ •+ .90 . +1-80 +/-80 +/.80 +1-80 +/80 +1.80 +/80 +/-80 +1-80 +/80 40 +1-80 +/40• • 0+1180 • •+/ + 80 +/80 +1-80 +1.80 +/-80 +/80 +/80 +1-80 42 +1.80 +/80 +1-80 +/80 +/80 +180 +1-80 +1-80 +/-80 +180 +/-a 44 +/80 +1-80 +/-80 +/80 +180 +/-80 +/-80 +/-80 +1-80 +1-80 - 46 +/80 +1.80 +/80 +180 +1-80 +1-80 +/-80 +/80 +/-80 v 48 +/80 +1-80 +/-80 +1-80 +180 +1-80 +/80 +/80 50 +/80 +1-80 +180 +/80 +1-80 +1.80 1 +/80 P 52 +180 +180 +/-80 +180 +1-80 +/-79.1 54 +180 +/80 +180 +1-80 +/-78.6 56 +/80 +/.80 +/80 +1-79.1 58 +/80 +/80 +1-80 60 +1-80 +1-80 1 +/-79.3 62 +180 080 64 +/80 +1.80 66 +/80 87-7/8 +180 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1/16" NOM. 7/16" LAMINATED � GLASS STACK 7116" LAMINATED GLASS STACK � � GLASS STACK 090" PVB INTERLAYER 3/16" TEMPERED GLASS 3116" HEAT STRENGTHENED GLASS 3/16" HEAT 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16" AIR SPACE .090" PVB INTERLAYER q 5 USED AT CURVED FRAME MEMBERS ONLY 29 5/8" USED AT CURVED 11-7/8" O.C. MAX. FRAME GLASS BITE MEMBERS ONLY 2g Q 11.7l8" O.C. MAX. 5!8" GLASS BETE 1-3 1-3 EXTERIOR EXTERIOR �j 20 13 a 75-7a 21 13 GLASS TYPE 2 GLASS TYPE 4 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �— LONG SIDE Y' SHORT SIDE I SHORT SIDE �-- LONG SIDE --�- SHORT SIDE LONG SIDE yJ SHORT —I SIDE M Y m m � } r, d O C N atop m O t N Q N s u6 O 0 O_j Z LL rn J tN u- CD m . 3 I, = LLI � T- W ()U XS2 6 0 W Z F- W 02 m O °O 5 C7 'IN DWI O> O O Z N r �z az O m J J _1 Q ILL O M �i Q F- flows ® rn Z Lu u Z p Q Z al°0S NN C § Z w W X w as W o alltj 1 .73aQ Sa7Ja A. LYNN MILLER, P.E. P.E.# 58705 .. .• ... .••. .. •.. • •• .. .• TABLE & . • .•. • • • . ••- Window Design Ptessu psf) for Glass Type 5 • • • • • •Lang§pTde (in) 67-718 72 . 6 • . • • 84 • • 88 92 96 100 104 109-1/2 30 +90/-125.4 +9W-120 1 +WofAS.5 +pW.10&5 +9W-106 +901-1045 +901-103.5 +901-1025 +90/-10D.7 +90-97.9 32 +901-116.9 +901-110.8 +90/-105.3 +90-101.6 +9W-987 +90-95.7 +gW-92-3 +9W-90.6 +9W-90.3 +/-89.9 +1-89 34 +9W-108.9 +90/-103 +90/-98.8 +90/-95.1 +90/-91.8 +/-88.2 +/-84.4 +/-81.5 +1-80.1 +1-79.8 +/-79.4 36 +9W-102.6 +901-97.1 +9W-018 W-88.9 • +/ °J /-826 +/-79.7 +1-77.2 +/-75.1 +1-73.4 +/-72.2 38 +901-98.4 +901-92.2 +l .7 . •+l */4 0r7 '.,- .2 •+1-78.1 +1-75.2 +/-725 +/ 70.3 +1-68.5 +/-68.3 40 +901-94.6 +1-88.2 +/-8 +1- 9. +l•74.3 +/-71.3 +1-67.9 +I-65.1 +1-83.4 +/-61.6 42 +90/-91.3 +/-84.7 +/40.7 •+l-71P.4 /- +1-71.3 +1-68.2 +/-64.7 0-61.6 +1-59.8 +1-58.2 44 +1-K3 +/-82A +/-78.9 +1•75-4 +1-72.1 +/-68.9 +/-65.6 +1-622 +159.7 +157.5 c 46 +1-85.4 +/•80.8 +/-77.2 +/.73.6 +/-70.1 +1-66.8 +/53.5 +/-60.3 +157.7 05 48 +/-827 +/-79.3 +/-75.6 +1.71.9 +1-68.3 +1-84.9 +1-81.5 +/-58.2 50 +/-80.9 +1-77.5 +1-74.1 +/-70.3 +/-66.7 +/-63.1 +1-59.7 52 +1-79.1 1 +/-75.6 +1.7Z4 +/-68.8 +/-65.1 +1-61.5 rn 54 +/.77.4 +/-73.8 +1-70.5 +/-67.3 +1-63.5 56 +/-75.8 +1-72 +1-68.6 +/-65.3 58 +/-74.2 +1-70.3 +/-86.8 60 +/-727 +/58.7 +/-65 62 +/.71.2 +/-67.1 64 +/-%7 +/-65.5 66 +1-66.3 67-7/8 1 +/-67 7/16" LAMINATED {� GLASS STACK I SGINTERLAYER 3/16" ANNEALED GLASS 3/16" ANNEALED GLASS 4 WGLASS USED AT CURVEDFRAME MEMBERS ONLY 29" @ 11-7/8" O.C. MAX.BITELONG SIDE EXTERIORSHORT SIDE v- GLASS TYPE 5 IV V I CJ' 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. TABLE 6: Window Design Pressure (+/-, psf) for Glass Type 7 Lang Side (n) 67-7/8 72 76 80 84 88 92 96 10D 104 109-1/2 30 +9W.130 +901-130 +901-130 +901-126 +9W-1226 +9W-119.8 +901-118.1 +90/417 +901-115.8 +901-1127 +9W-109.9 32 +901-130 +901-125.1 +9W118.9 +901-114.8 +9W-111.5 +901-108.1 +0-104.3 +901-102.4 +90/-102 +90/-101.4 +901-99.7 34 +90/A23.1 +90/-116.4 +9W-111.7 +901-107.5 +9W-103.8 +90/-99.7 +9W-95.3 +901-92.1 +9W-90.5 +/-90 +/a.6 36 +9W-116 +90/4098 +90/-104.8 +901-100.5 +9W-966 +9W-93.3 +1-90 +/-87.3 +/54.9 +/-82.3 +1-81.2 38 +901-111.2 +WA04.2 +9W-97.9 +901-94 +g01-91.1 +158.2 +/-84.9 +/-81.9 +179.4 +1-76.4 +1-74.3 40 +901-106.9 +9W-99.6 +90/-93.4 +901-90.1 +/-87.2 +1-84 +1.80.5 +/-76.7 +/ 73.5 +/-70.9 +/-69 42 +90/.103.2 +90/-95.7 +9(Y-91.2 +1-87.4 +I$4 +1:0.6 +1.77 +/-73.1 +1-69.$ +/-66.9 +/-65.2 44 +9W-99.7 +9(Y-93.1 +/$9.1 +1-85.2 +/-81.4 +1-77.8 +/-74.1 +/-70.3 +1-67.5 +1.63.9 46 +901-96.5 +90/-91.3 +1.87.2 +/-83.2 +/-79.2 +/-75.4 +1-71.7 +/-68.1 +/-85.1 ig 48 +901-93.5 +159.6 +/-85.4 +/-81.2 +l-T7.2 +/-73.3 +/-W,5 +/-85.8 N 50 +90/.91.4 +1-87.6 +/-83.7 +/-79.4 +/-75.3 +/-71.3 +1-87.5 52 +/-89.4 +/-85.5 +/-81.8 +1-77.7 1 +1-73.5 +1.69.5 54 +1-8T5 +/-83.4 +/•79.6 +1-76 +1-71.8 56 +1-85.6 +1.81.4 +1-77.5 +/-73-8 58 +/-83.8 +1-79.4 +175.4 60 +/-821 +1-77.6 +/-73.5 Bz +/-80.4 +1-75.8 64 +1-79.8 +1-74 66 +1-77.2 67.7/8 1 +/-74.9 �-- LONG SIDE -+-i SHORT SIDE f9 TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK �I 7/16" LAMINATED GLASS STACK 3/16" TEMPERED GLASS 3/16" ANNEALED GLASS 3116' ANNEALED GLASS 7116" AIR SPACE .090" SG INTERLAYER USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8' O.C. MAX. IV V 1 CJ" 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. EXTERIOR a GLASS TYPE 7 5/8" GLASS BITE n SHORT SIDE LONG SIDE SHORT (- SIDE f PRODUCT REVISED as eompiyiag with dto Florida Buimins Code 4 Aompmme No l ofttiop Date By k Miami a m d U M Y m ^a� j >_ � N d tO o C tV 87ot7 O N C 8 UMDJQ O Z U. J Im In LL_ o cD Z j Q .- � L g c= iv xD o 0 W Z F- W 02 m o c �. C9 'ON 5hi0 o) �0 Z cf) V_ �Z LLZ o `- H g J Q Lu _ Q W o � ® iA �i 0 W 0: 7aa45 _Z 3r co H =0 N Z QZ x e1D9S 0 CD LL O o_ Z ti o00 „ U x w a a. IL in a11!1 •asap sauas . . ... . . . . .. . TARI F 7- • • • • • Window Design Pressure (+1-, psQ for Glass Types 6 & 8 ... Long () S� 67-7/8 7? . 6 • • 80 • • • 94 88 92 96 100 104 109-1/2 112 116 120 124 128 132 136 140 144 30 +901-130 +901-130 +90/-13D +90/-13D +90/-130 +901-130 +90030 +901-130 +90/-13D +901-130 +90/-130 +901-13D +901-13D +90/-130 +901-130 +901-130 +901-130 +9&-130 +901-130 +90/-130 32 +901-13D +901-130 +901-13D +90/-130 +901-130 +901-13D +90/-130 +901-130 +901-130 +90/-13D +901-130 +90/-13D +901-130 +901-130 +90/430 +901-13D +W-130 +901-130 +90/-130 34 +901-130 +901-130 •+9O/-180 +901lI • +901-130 +90/-130 +901-130 +901-13D +90/-130 +901-130 +901-13D +901-13D +901-130 +901-13D +901-130 +90/-130 36 +901-130 +90/-130 + I• • •90/-150 •+901-t +901-130 +90+-130 +90/-130 +901.130 +901-130 +901-130 +901-130 +901-13D +901-130 +901-130 +901-130 38 +90/-13D +901-130 + • � -170 +901-130 +90/-13D +90/-130 +90/-130 +901.130 +9017130 +901-130 +9D1-13D +90/-129.2 +9D/-127.3 40 +901-130 +90/-130• +991-1B0 •+ -1 + 3D +901-13D +901-13D +901-130 +90/-13D +901.126.8 +90/-123.2 +901.122 42 +90/-130 +901-13D I +90030 +901-130 +901-130 +901-130 +901-130 +901-129.3 +901-123.2 +901-119.7 +90/-116.4 44 +901-130 +901-130 +901-13D +90/-130 +90/-130 +90/-130 +901-130 +901-124.5 +901-119.4 +901-115 E 46 +901-13D +901-130 +901.13D +90/-13D +90/-13D +90/-130 +901-126.9 +90!-120.5 +90d-115.3 Fo 48 +901-130 +90/-130 +W-13D +901-13D +9W-13D +90-129.7 +901-123 +90f-116.5 r 50 +90/-130 +901-130 +901-13D +90/-13D +90/-130 +901-128.2 +89.41-119. 2 52 +901-130 +901-130 +90/-13D +901-130 +901-130 +88.8/-123 m 54 +90/-130 +901-130 +90/-130 +901-130 +88.8/-127.1 56 +90/-130 +90/-130 1 +901-130 +89AI-129 58 +901-130 +90/430 +90/-130 60 +90/430 +90/-13D +89.61-129. 62 +901-130 +90/430 64 +901-13D +90/-130 66 +901.13D 67-7/6 1 +90/-13D 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 1-1/16' NOM. 7/16' LAMINATED GLASS STACK 7/16" LAMINATED GLASS STACK GLASS STACK 090" SG INTERLAYER 3/16- TEMPERED GLASS 3/16' HEAT STRENGTHENED GLASS 3/16' HEAT 3116' HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16- AIR SPACE .090- SG INTERLAYER 4 11 USED AT CURVED 11 5 FRAME MEMBERS ONLY 29 5/8- USED AT CURVED 11-7/8' O.C. MAX. GLASS BITE FRAME MEMBERS ONLY 29 5/8` 11-7/8" O.C. MAX. GLASS SITE kil 1-3 1-3 EXTERIOR EXTERIOR a 20 13 Fi78 21 13 GLASS TYPE 6 GLASS TYPE 8 TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �+— LONG SIDE SHORT SIDE SHORT SIDE + — LONG SIDE —� SHORT SIDE t LONG SIDE SHORT Il SIDE f PRODUCT REVISED as complying with the Florida Building Code AcceptanceNo Pxa Date By m m e o: U a m 4: W Y co `aa > a j ti '� CO) O CD>` N aloQ N O ' J CO W o N g uMn�Q O _j Z u. 0) Lo u_ o C04 o Z J l� = LLI s— r W UV X- o 0 �w mp �Mo o> OO Z v- �z az �' O Q l-- LL O to Cl) Z Lu aaa4S � CO) (1) Z 0L01 a Z Ix alo's NN 0 a Z w ^ Go U X w as a u- 0 alll •asaQ seuaS . . ... . . . ... EDGE • • DIVAN CE.: INSTALLATION TYPE A . . . 4 WINDOW EXTERIOR BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" T— 7 T EMBEDMENT INSTALLATION [__ EDGE DISTANCE TVr'1C M 2X WOOD BUCKSTRIP —r ORFRAMING, SEE •; NOT ff 2, THIS SHEET =t=fl: L . EMBEDMENT �1/4" MAX 1 SHIM INSTALLATION TYPE C EMBEDMENT . �1/4" MAX SHIM EDGE « 6 DISTANCE i INSTALLATION TYPE B 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET —� TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET TYP. ANCHOR TYPE, ° EMBEDMENT AND EDGE ' DISTANCE PER SUBSTRATE, ° SEE TABLE 8, THIS SHEET USED AT CURVED 11 FRAME MEMBERS ONLY ° • .` EXTERIOR @ 11-7/8" O.C. MAX. CONCRETE/CMU 4 �5 11 PER ANCHOR VISIBLE LIGHT WIDTH = 5 REQUIREMENT WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH TIP -TO -TIP WINDOW WIDTH 1/4'MAX.SHIM � #12 STEEL SELF -DRILLING SMS (GS), SEE TABLE 8, THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEADING EXTE 1OR 'J9 MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET —� r1/4" MAX SHIM 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET a • • . CONCRETE PER •° ° ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET VERTICAL SECTION B-B HORIZONTAL SECTION A -A TABLE 8. EMBEDMENT .v a • ,' °• EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate Min,Edge Min. Embedment max O.C. Packv #12 or #14 410 SS Screw P.T. Southern Pine (SG=0.55) OF— 1-3/8" 12 Aluminum, W63-T5 min. 318' 0.053" • 12' A36 Steel 318" 0.063" • 12" Steel Stud, Gr. 33 min. 3/8' 0.045" 18 Gs " 12" #12 or 014 Steel Screw (135) P,T, Southern Pine (SG=0.55) 9/10, 1-3/8" 12" Aluminum, 6063-T5 min. 3/8" 0.083" ` 12" A38 Steel 3/8" 0.083" • 12' Steel Stud, Gr. 33 min. 318" 0.045' 18 Ge " 12' 1!4" 410 SS CreteFbx Ungrouted CMU, (ASTM C410) 2-1/2" 1-1/4" 12" Concrete (min. 3.35 ksl) 1" 1-3/4" 12" 11C Steel Ulhacon Concrete min. 2.85 ksi) 1" 1-/4' 12' Concrete (min. 2.85 kel) 2-1/2" 1-3/8' 12" Ungrouted CMU, (ASTM C410) 2-1/2' 1-1/4' 12" Grouted CMU, ASTM C-90 2-1/2' 1-3/4" 12' 5/16" Steel Ultracon Concrete (min. 3.5 ksi) 1-1/4" 1-3/4' 12" Grouted CMU ASTM C-90 2-1/2' 1 113/4" 12" - MIN. UI- 3 I NKtAVS ItTUND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 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 APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL_ THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME, 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. PRODUCT REVISED as complying with the Florida Building Code Accepmoce No «p• Lxp%1 ° 14— t Date �,ql 13y Munn Da& Pro uct t'ontc W T_ Y co ^aa � C� j C0 >- N ti O o aloa to N C)_j 0 O tA� � O Lij Z 0 WADJO z = Uj tL � co v- J LU 2 U () X N d O Uj H zZw 00 > m O 9MO c C5 O �z az .r g a Q z co O pa4S z Q Z Z 212-' U. W Z � Goo x g a 13- LL 11 alpi I 'osaa sagas :. ... . . . ... . .. . . . .. .. . EDGE • • DMANCE: • INSTALLATION TYPE E EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4' 0 • 2X WOOD BUCKSTRIP —+ OR FRAMING, SEE NOT.?2, THIS SHEET 4 EMBEDMENT EDGE DISTANCE 1/4"MAX 2 SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY Q 11-7/8" O.C. MAX_ 1/4" MAX. SHIM #12 STEEL SELF -DRILLING SMS (05), SEE TABLE 9, THIS SHEET INSTALLATION TYPE H INSTALLATION TYPE G — EMBEDMENT 1/4' MAX SHIM a �1 V •♦ a e ♦a CONCRETE/CMU PERANCHOR REQUIREMENT r EXTERIOR ;U MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET r1l4" MAX SHIM 1X WOOD BUCKSTRIP, SEE NOTE 2. THIS SHEET • ♦, P4: CONCRETE PER EMBEDMENT ;' ANCHOR REQUIREMENT - ', INSTALLATION I EDGE TYPE F TYP. ANCHOR TYPE, EMBEDMENT DISTANCE AND EDGE DISTANCE PER VERTICAL SECTION D-D SUBSTRATE, SEE TABLE 9, THIS SHEET INSTALLATION 1X WOODBUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET EXTERIOR \ 4 11 VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-/4" WINDOW BUCK WIDTH HORIZONTAL SECTION C-C TABLE 9: EMBEDMENT .a EDGE a DISTANCE •v v , a• . a, a v •a CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. Spacing #12 or#14 410 SS Screw P.T. Southern Pine (3 =0. ) 9/16' 1-3/ir 1 Aluminum, 606345 min. 3/8" 0.W, - 12" A36 Steel 318" 0.06W ` 12' Steel Stud, Gr. 33 min. 3/8" 0.045" 18 Ga 17 #12 or #14 Steel Screw (G5) P.T. Southern Pine (SG=0.55) 9/16, 1.9/8" 17 Aluminum, Well-T5 min. 318, 0.063' " 17 A36 Steel 3/8' 0.063' • 17 Steel Stud, Gr. 33 min. 318" 0.045" 18 Ga) • 12" 1/4' 410 SS CreteFlex Ungrouted CMU, (ASTM C-80) 2-1/7 1-1/4" 17 Concrete (min. 3.35 ksi) 1" 1-/4" 17 1/4" Steel Ul rscon Concrete (min. 2.85 ksi) 1" 1-3/4" 12" Concrete (min. 2.85 ksi) 2-117 1-3l8" 17 Ungrouted CMU, (ASTM C-90) 2-1/2' 1-1/4' 17 Grouted CMU ASTM C-90 2-1/7 13/4" 17 SteelUl racon twEr Concrete (min. 3.5 ksi) 1-1/4" 1.%V4" 12'i� Grouted CMU, ASTM C-90 2-1/7 1.V4" 17 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS"W ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. W q Y m > Cl 4 C7 N (O O C a;DQ LU O N N um—LI O� Z LL °' Lo LL o CO Z J ti p = LLI •— W UV XN o 0 W m O °eon J. 5 (a 'ON 9Mp ti > Q Ye Z Z D- Z O '— g Z o J Q F- ® Z Q Iaa4S O ? Z a Z CD °iDDS 00 u. O W J � � � N N ti o0 Lu � X as Q LL W alpi I -asap sauaS A. LYNN MILLER, P.E. P.E.# 58705 • • ••• • • • ••• • • • • • • • ••• TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT - DISTANCE PER SUBSTRATE, • • ' SEE TABLE 10, THIS SHEET INSTALLATION TYPE 4 EXTERIOR a WINDOW BUCK HEIGHT 2X WOOD BUCKSTRIP OR FRAMING, SEE . —• ';NOTe2, THIS SHEET INSTALLATION TYPE J • EDGE EDGE DISTANCE 1/4• MAX DISTANCE SHIM • n Q 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE K EDGE DISTANCE --d 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET J L1/4" MAX TYP. ANCHOR TYPE, EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE, 6 SEE TABLE 10, THIS SHEET EMBEDMENT v 1 USED AT CURVED i FRAME MEMBERS ONLY 11-718" O.C. MAX. 11 4 11 VISIBLE LIGHT WIDTH = 1/4" MAX. SHIMWINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH � VISIBLE INSTALLATION LIGHT TYPE L HEIGHT = WINDOW BUCK #10 STEEL HEIGHT - SELF -DRILLING SMS 2-3/4" (G5), SEE TABLE 10, THIS SHEET _77 21 g 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET 5 �1/4" MAX SHIM INSTALLATION TYPE J EXTERIOR 10, MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET EDGE DISTANCE �+— EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F-F HORIZONTAL SECTION E-E TABLE 10: EMBEDMENT EXTERIOR 0 Anchor Substrate Min, Edge Distance Max. O.C. Stmcft 2-1/2" x .113" Box Nab P.T. Southern Pine SG=0.55 5/16" 5" 2-1/2" x .131" Common Nall P.T. Southern Pine SG=0.55 3/8" 5" 2-1/2" x .145" Roollng Nall P.T. Southern Pine SG=0.65 318" 5" #10 x 1" Steel Screw' P.T. Southern Pine SG=0.55 1/2" 5" 0.093" Aluminum, 61363-75 min. 5/16" 5" 1/18" A36 Steel 5/16" 6" 0.045" 18 Go) Steel Stud Or. 33 5116" 5" 'MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS"IX", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X 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 APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. PRODUCT REVISED as mmplyme wins aw F}arida Buslav Cade Acceptisaw No lco7 C Ex0ration Dade M Y m ^aa > a } ti 0 N GO aDO z 0 `* dN M JJ (g uMo-10 Z LL 0M Lo ILL G co J _ Lj •— W UV Lo x a o LLIF-z m0 00 `7 U=' ON o� °0 Z �z az �. F- o J � Q ® Z Z 7aa45 pH Q Z m Z J aro�s C4 N LL Q m Z P_ °Q x z In n LL LL all+l •osap seuas INSTALLATION TYPE M 'FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAYBE NO 0 MORE THAN 6" O.C. EXTERIOR WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4" EDGE • OSTAZJCE 2X WOOD BUCKSTRIP —r 014 FRAMING, SEE NOTe2, THIS SHEET =i=1: . l EMBEDMENT 1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY 11-7/8" O.C. MAX. INSTALLATION TYPE M i FOR THIS INSTALLATION EMBEDMENT METHOD ONLY, 1/4" MAX ANCHORS MAY BE NO SHIM MORE THAN 8" O.C. O 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EDGE DISTANCE Ilfl 1 CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4" MAX. SHIM INSTALLATION TYPE O FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 6" O.C. #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET 21 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EXTERIOR 6 DISTANCE PER SUBSTRATE, c J SEE TABLE 11, THIS SHEET 5 MAX SHIM MIAMI-DADE APPROVED MULLION �1/4" (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, INSTALLATION TABLE 11,THIS SHEET TYPE N 1x wooD BUCKSTRIP, SEE NOTE 2, THIS SHEET EMBEDMENT • a. . a EDGE DISTANCE VERTICAL SECTION H-H INSTALLATION TYPE N 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET VISIBLE LIGHT WIDTH = 5 WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION G-G TABLE 11: EMBEDMENT W V. 1.. 11 .. 7 1 . I EDGE a DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR Anchor Substrate Dist Edge Min. Embedment MS . O.C. acing #12 or #14 410 SS Screw P.T. Southern Pine SG=0.55 91 8 1TB" 6" Aluminum 8063-T5 min. 318" 0.063" • 6" A36 Steel 3/W 0.063" • 8" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ge " e" 012 or #14 Steel Screw (GS) P.T. So ahem Pine SG=0.55 9/16" 1-318' 8• Aluminum, 606345 min 318' 0.063' ' 6" A36 Steel 318" 0.083" " 6' Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga " 6" 1l4" 410 SS CreteFlex U routed CMU, ASTM C-90 2-1/7 1-114" 12" Concrete (mkt, 3.35 ksi) 1" 1314" 12" 1/4" Steel Ultmcon Concrete min. 2.85 ksi 1" 1-3/4' 12" Concrete min. 2.85 kei 2-1/2" 1-31e" 12" Ungrouted CMU, ASTM C-90 2-1/2" 1-114" 12" Grouted CMU, (ASTM C-00 2-1/2" 1-3/4" 12, 5/16' Steel Ultmoon Concrete min. 3.5 ksf 1-1/4" 1-/4' 12' Grouted CMU(AS iM CC-990 2-1/2" 1 1-/4" 1 12' ' MIN, OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 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 APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME, 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. PRODLICT REVISED ns complying with die FhxidO 3ailding Code Awegtance No �isution pate W cf) 2 m } d 0 N O a op fn W N O 't It _j M O N UMo z LL v7 LL cOOp zi z 1: Lj N d W o L) X — W Z W 02 m Y coON (' onto �> OO ate— Z �z az O H g W H ® Iaa4S 00 Z O to O Q F- Z Q O Z_ J aln� NN LL O � o: U) Z ►; c0 t' x z a 0- LL LL aA1 •�sao sa,�aS .. . .. ... .. . . .. . . ... . •.. i 10 ALL CORNERS TO USE GASKET AND/OR SEALANT I b i 'all . ....... .... . . .. . . . . . . . . . ... . ... . ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90" CORNER FRAME ASSEMBLY / / / EQUAL -LEG FRAME FLANGE FRAME ANGLED/CURVED FRAME ASSEMBLY f J� EQUAL -LEG FRAME FLANGE FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS ALL CC USE AND/OI ASSEMBLY DETAILS R FIN FRAMES ANGLED/CURVED FRAME ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS PRODUCT REVISED as complying with the Flmida Building CO& Acceptance a Fxai,atiat Date By v � Y m Aad > a j �- O Lo C7 N f` 0 N O cV o 78 UMDA7 0 J ZLL O N LJL O m Z J = LL! W 00 XS2 o a W Z ~ W O M In 0 °0 5 0 N W '°N DMp Qle �> � Z rn . O z g ° O Z o Q U) Q ;aa4S ® Z z O Z NN LL W O a n. x in of;i� •°sap sauaS . • 0:0 . • • ••• . . ... • • • • ... TORI F 0- • • • •• • •• • Item # PGT Part # • • • • • • •' •Ijesotyflion � � � ; ' * s o e Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equal -leg Frame••• ; ••• ;'. ; ' o7dum. 6063-T5 3 4256 Integral Fin Frame • • • • • • • • A:um. 6063-T5 4 4255 7/16' Lami. Glas%'Bediiirtg ' Alum. 6063-T5 5 4254 I.G. Glass Beading Alum. 6063-T5 63 4270 Installation Fastener Corer Alum. 6063-11 6b 4224 Installation Fastener Coder Rigid PVC 10 70589C Gasket (at 90' comer joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 13 Dow 899, GE 7700 Silicone or Equiv. 20 71652K Setting Block, Mono. 3/16' x 7/16" x 4' Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3/16" x 1-3/32" x 4' Neoprene, Duro. 85 +/-1 29 1#6 x 1-114' FH SMS Stainless Steel 30 781PQX 1#8 x 1" Quad PH SMS Stainless Steel SILICONE STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS 75 KODISPACE 4SG TPS TABLE I n- 1/4" NOM. INT. GLASS STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS --x, 2.784' .094" .074" 062" i.875" 1 r� _ r-t_ r-ianr-� —r 1.000' tim .438" 0 u B I .500" T-4— .050"fa.00er FLANGE FRAME #4253C, 6063-T5 .875" 1 F 3/16" & 1/4" GLASS BEADING #4258, 6063-T5 HOT -MELT BUM 3/16" NOM. LASS SUPER �s SPACER(9NXTT"" Part # Description Material 75 Kommerling 4SG TPS Spacer System See this Sheet for Materials 76 Quanex Super Spacer nXT With Hot Melt Butyl 77 Quanex Duraseal Spacer 78 lCardinal & Edge Spacer Mr-rr-ttCrv�t I to I r¢rUM I A: r I L-01 i i. 0=0 a 82!/U 2.784' .094" .074" .062' 1.375" 500' .438" .050"*0-- OEQUAL -LEG FRAME #4285, 6063-T5 1�i � -- .346 .875" 11-- T—.050" I.G. GLASS U5 BEADING #4254, 6063-T5 2.784' .094" .074" 062" 1.375" 500" 438' —rl� 050"m.a00 1.125" .077" 3 FIN FRAME #4256, 6063-T5 1.037" .050" INSTALLATION (!a)FASTENER COVER #4270, 6063-T5 ALUMINUM REINFORCEMENT POLYISO- DESICCANT FILL AREA BUTYLENE� 5/16" NOM. 5/16" NOM. SEAL BUM & SILICONE SEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEEL EXT. GLASS EXT. GLASS INT. GLASS INT. GLASS DURASEALO 78 XL EDGETM SPACER SPACER PRODUCT MVISED as C*MPlyieg with the Flbrldr . BuihRr* Cock Anti No 16-0 b2ci. Q v JR - 05/05/16 - ADDED THIS SHEET a WITH SPACERS & MOVED PARTS. o: LV Y m > r Q N w IN oQ I -a 00 O M W)N 0 -j Z U' °' J U LL o co Z J Mfg —0ja ti = L Uj L) (� X N 6 o W Z O 2 Co � rn of 'ON > QO Z �z az rn .� O •- g ° 0 Q Z ® Z r°a4S O F- 0 CO Z Q Z IY a�a�g LL ... n 04 X m as x aI;LL •.Issa saua . ....... .... MiAMFQADE MIAMI-DADE COUNTY . • . • • • .: : .: • • : PRODUCT CONTROL SECTION DEPARTMENT OF REGULATOIIY:krZ EIIONOM]hU§OL4tCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTItE'Lf10%bMSIhN .:. : T (786) 315-2590 P (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. .. • • •. • 0 0 .. 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.- ]�ESCRIPTIOWSe-r es "HR-710" Aluminum Horizontat Rolling Wind"o`w = L:M�. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision G dated 05/05/16, 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. MISSI_L• E-IMPACT�RATING: -Large and Smill Missile., Impact Resistant._� 1I'ABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0519.09 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. %ANo.46-0714.13 � Ezpi�ti6n,Date: December 21, 202�1 Approval bate: September 01, 201:y fek��O rage 1) . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . PGT Industries, Inc. NOTICE Off.ACCEPT.AINCE: .: E'VMENCE SUBMITTED . . ... . ... . A. DRAWINGS 1. Manufacturer's did tlr1v1ngS,at i4fibns" (Submitted under Nd 4}s;Vq. W OV S.00 and 06-0405.06) 2. Drawing No. 4127-101, titled "Alm *Morhmntal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision G dated 05/05/16, 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, Duraseal® spacer system, Super Spacer® NXTTm spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-081 S. 09) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 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, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) _�Ij r It X?Iw, Manuel Per E. Product Control EkIwiner NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 E - 1 . ... . . ... %.. . .. %.. . . . . . . . . . . . PGT Industries, Inc. NOTICF.GFACCERTANCE:$VIDENCE SUBMITTED . . . . • • . • . . . . ... . ... . B. TESTS (coNTE- uED) 4. Test reports on: Ib$1trattdu 1W, p8r FBC, TAS 202-94 2JUAror4i 2tAic Air Pressure Test, Loading per FBC TAS 202-94 3 ' Waterr Rtrsi;ance'PeSr• 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, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/14115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 1 S-0519.09) 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. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. Manuel Pe z, Product Control E amin NOA No. 16- .13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 E-2 . . ... . . . ... .... . ...... . . . . . . . . . . . . ....... .... PGT Industries, Inc. NOTICF1bF-AtC15#TANCEAVffiENCE SUBMITTED .... . ... . . . . ... • see • F. STATEMENTS 1. Statement letter oiconforplancepcomplying with FBC-5t1 Edition (2014), dated May 16, 2015, issued by;njui�g4er, ssgned did sealed by A. Lynn Miller, P.E. (Submitted under previous N",Vi '1S??519.09) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.09) 3. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 4. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) 5. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.09, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Rolling Window - L.M.I., approved on 07/09/15 and expiring on 12/21/21. �]V Manuel Pere . Product Control Eaa i r NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 E-3 Miami -Dade County Building Department Page 1 of 1 e-Permitting Search: mi5 Midade.gov %. ... . %. ... .. . .. .. . . . . . . . . . . . . ....... .... mEkk MIAMI•DADE .... . .. ... .. . ......... . .. .. . ....... MUNICIPAL PERMIT PROCESSING RECEIPT 03/02/2017 PROCESS NO: M2017007208 MARK A CAMPBELL 373 NE 92 ST MIAMI SHORES, FL 33138 Review Type Fee Code Fee Description Units Fee Amount DERM D034 UP FRONT FEE -APPLICATION FEE1 1 80.00 UPMU B199 UPFRONT FEE FOR MUNICIPALITY 1 25.00 TOTAL: 105.00 UPFRONT FEES ARE NOT REFUNDABLE 3/ 2/2017 14:39 BNZWEB1 181703020906 WEBI PAS 105.00 Back to Main Menu BLDG Home Page I BLDG Main Menu I BLDG Permit Menu I BLDG Plans Processing Menu I Inspection Types I Address Format Home I About I Phone Directory I Privacy I Disclaimer E-mail your comments, questions and suggestions to Webmaster This page was last edited on: February 23, 2004 Web Site ® 2004 Miami -Dade County. All rights reserved. http://egvsys.co.miami-dade.fl.us:1608/W W WSERV/ggvt/BNZAW922.DIA?PROS=M201... 3/2/2017 GENERAL•IjOi�S,,'4p ACj HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP A. 5/16".L5P MA CONSIJJINCtOF (2) I ITE"l 1/8" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. • • •• • • • • • • • B. 5/16'yl� 09@NSISI ING OF (1) PTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER, D. 7/16" L41 C�14TI%I� 4 A& OF 3/16" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. E. 7/16" LAU CBN&S?INGOt: OTCITE'OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. STANDARDS USED: 02014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS-201'2 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2010 OAISI-S100-07/S2-2010 H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. J. 13/16" LAM[ IG: (1) LITE OF 1/6" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4"AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3116" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300• 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED, 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTLA858, FTLA859 AND FTL-5330. ELCO TEXTRON NOA'S ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. "PVB" = .090" BUTACITEO PVB INTERLAYER BY KURARAY AMERICA, INC. 051i76H8 G ADDED SPACERS TO SHEET 2 107TECHNOLOGY DRIVE N. P T N. VENICE, FL 34275 .� P.O. BOX 1529 Chided p NOKOMIS, FL 34274 Vuibly Better I&W J.J. 13A78 Dawtaw GENERAL NOTES ALUM. HORIZONTAL ROLLER WINDOW. IMPACT HR710 1 NTS 1 1 d 11 1 4127-10 1 G NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS ............ 2 DESIGN PRESSURES ....... 3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS ............ 5 PARTS LIST ....................... 6 EXTRUSIONS .................... 7 CORNER DETAIL .............. 5 ANCHORAGE .................... 8-11 PRODUCT REVISED as c omplyiag with the pwrift Bi ildiug Code ExpInu eace left irx iration hate By Mi-l' frodeet -� C; R!S:;r A. rL Nl OAILLER P.E, P.E.# 58705 . . .. . . . ... 21 i 50 • .•• �.� GLi4SS P.0bTF • �061.62 • •• • �• • 118' /Q4fAI€p'I3R HEAT STRENGTHENED GLASS .090 PVS INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5118" NOM. 5/16" LAMINATED GLASS EXTERIOR INTERIOR (ALL SECTIONS) 21 50 21 1 75-78 75-78 59 GLASS BITE 59 I E />� 68,67,68,69,70,71 —`-`� 1/8' ANNEALED OR HEAT STRENGTHENED GLASS -P:F-090 PVBINTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8' AIR SPACE 1/8" OR 3/16' ANNEALED OR TEMPERED GLASS 13116" NOM. 13116" LAMI IG GLASS W/ 5/16" LAMI STRUCTUI POLYISOSUTYI WITH DESICCj SILICONE STRUCTURAL SILICONE < -1/4" NOM. FOAM WITH % DESICCANT EXT. GLASS DINT. GLASS 1/2" NOM. GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVBINTERLAYER 3116' ANNEALED OR HEAT STRENGTHENED GLASS 7l16' LAMINATED 7116" LAMINATED GLASS 1/2" NOM. GLASS BITE Part # Description Material 75 Kommeding 4SG TIPS Spacer System See this Sheet for Materials 76 Quanex Super Spacer nXT with Hot Melt Butyl 77 Quanex Duraseal Spacer 78 Cardinal?_ Edge Spacer F(trtKtNk;t I t5I KtrUKI AJ: r I L-t5111. t VOU & WfU KURARAY BUTACITE PVB INTERLAYER or SAFLEX®PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 72,73,74,76,76,77 3116' ANNEALED OR NEAT STRENGTHENED GLASS .090 PVBINTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 3/16' OR 1/4' AIR SPACE 1/8" or 3/16" ANNEALED OR TEMPERED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI HOT -MELT BUM 3/16" NOM. BUTYL & DESICCANT FOAM EXT. GLASS --. 75 KODISPACE 78 SUPER 4SG TPS SPACER® NXT TM GLASS _ALUMINUM REINFORCEMENT POLYISO- BUTYLENE 5/16" NOM. SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS 4,1v —INT. GLASS n DURASEAL® SPACER DESICCANT FILL AREA 5/16"NOM. SILICONE SEAL 76 XL EDGETM SPACER N. TECHNOLOGYNICE,F34Z75 GLAZING DETAILS N. VENICE, FL 34275 >>wc P.O. BOX 1529 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT NOKOMIS, FL 34274 Vifi* getter a bosomw aerc r"'t p•"�°� ]7G HR710 Full 2 s 11 4127-10 GLASS FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. PRODUCT REVISED as complying with the Ftar'ida Biutd ns: Co& Aoceptatce No �tD' ✓� . Z atin patei edrt'rodwt A. LYINNIMdkL P.E. P.E.# 58705 • : : "' : : : TABLE 1. XOX (114,'l/2,1/4) TLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW' WIDTH: MASS .. :TYPE .: ": WINDOW HEIGHT "; 26"; ; 36" 38 318" 48" 50 5/8" 54" 60" 63" Be A,B,G,H +60.0 -60.0 +60.0 i -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 11 -60.0 +60.0 -60.0 96" �A►,B,G,H +00.0• •-6G.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +58.8 1 -58.8 +56.2 -56.2 106 3/8" *A, ��`,!� ; �0�.p +60.0 1 -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 ':. -52.3 108" i4,B,�,H +60 0" '$0.0 +60.0 1 -60.0 +60.0 ` -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 i -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -650.0 +60.0 1 -60.0 +60.0 `•: -60.0 +60.0 -60.0 +60.0 ! -60.0 +59.5 -59.5 +53.6 ! -53.6 +50.9 ; -50.9 UP TO 111" C'1 +60.0 i -60.0 UP TO 111" D,E,F, J K, L 1 +75.0 1 -75.0 TABLE 2. XOX (113,113,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT ALL HEIGHTS UP TO 63" WIDTH TYPE A,B,C, TO Be 7/18" G,H,I +60.0 -60.0 D,E'F, TO 86 7/16" J,K, L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 318" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 ; -75.0 +75.0 -75.0 +75.0 1 -76.0 +75.0 -75.0L+69.6 0 -75.0 +75.0 ' -75.0 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.02 1 -74.2 +70.2 1 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 I -75.0 +75.0 -75.0 -69.6 +65.2 ! -65.2 74" A,B,G,H +75.0 -75.0 +75.0 ' -75.0 +75.0 I -75.0 +75.0 -75.0 +75.0 ' -75.0 +75.0 -75.01 1 -68.1 +63.8 1 -63.8 UP TO 74" C,D,E,F, I, J, K, L j -75. .10 +750 GLASS TYPES: TEST REPORT FTL-4858 (XOX), FTL-4859 (OX & XO) AND FTL-5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) G. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) H. 13116" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) I. 13/16" LAMI IG-1/8" OR 3/1&'A (MIN.), 5/16" OR 31&' AIRSPACE, 5/16" LAMI - (1/8"HS, .090,1/8"HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) J. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) K. 1306" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) F. 7/16" LAMI - (3(16" HS, .090, 3/16" HS) L. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"HS) ftw9f. aft ►+IAaar now"= 1070 TECHNOLOGY DRIVE DESIGN PRESSURES N. VENICE, FL 34275 � � ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ""`"` P.o. Box lszeAcm NOKOMIS. FL 34274 B"iOCr arr trre rarrra AWK NTS aa"r 3 rr 11 !>�rb. 4127--10 low G a� F.x t7 2 �W a,.ar,.e J.J. ttrre �� FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. PRODUCT REVISED as complying with the Florida Building CO& Acceptmtca NO Expiration rate 'h1 6f�P �..al�.';M .. t,` A. LYNN MILLER, P.E. P.E.# 58705 F B 27 3/r ! ''' - : : MAX. IYLQ 5145/16" MAX. DLO FIXED VENT .. • . . . ... . . • ... .. . .. . 00 X O X 110" MAX. WIDTH I.F. FRAME I I 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2-1/4) I B 27 3/8" 27 3/8" 85 7/16" MAX. WIDTH I.F. FRAME—�I ["6 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 33 9/16" MAX. 33 9/16" MAX. 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED C A�l DLO VENT k SEALANT OR GASKET 63" MAX. U FLANGE AT HEAD AND SILL A I ; A FRAMEALL 15 57 3/8" I 56" CONFIG., MAX. MAX. DLO ALL DLO ALL 1 I.F. FRAME FIXED VENTS LITES 62" MAX. A, I.F. FRAME 0 I X ALL I CONFIG. 1 13 FLANGE FRAME C r� 73" MAX. WIDTH I.F. FRAME ---� VIEW D-D 74" MAX. WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION) DETAIL A - OX OR XO ww II& 1070 TECHNOLOGY DRIVE ELEVATIONS .Ir Res N. VENICE. FL 39 7ft P.O. BOX 1529 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Cn aArdw caw NOKOMIS, FL34274 visiy Better zom J.J. &23W 1 1, HR710 INTS 1 4 of 11 4127-10 G PRODUCT REVISED as complying with ilto Florida Building Code �} .'cveplauce No ! ' G� 'ration Date ;iy s 9 iclan' De J'Prodnat Coo �J, A. LYNN MILLER, P.E. P.E.# 58705 : : : :0:: : : • • • • • • • • 000 INTERIOR 37 � 32 35 22 • INTERIOR MAX. HEIGHT FLANGE FRAME MAX. �J SECTION C-C (VERTICAL SECTION, FLANGE FRAME) MAX. VENT DLO MAX. FIXED DLO --I f- ; MAX. WIDTH (FLANGE FRAME) EXTERIOR 19 SECTION 13-13 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) �+- MAX. FIXED DLO MAX. VENT DLO —� MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) u u SILL (VERTICAL SECTION, I.F. FRAME) 1070 TECHNOLOGY DRIVE r ml N. VENICE, FL 3, P.O. BOX 1529 NOKOMIS, FL 34274 Vuibly Batter HEAD (VERTICAL SECTION, I.F. FRAME) aua9om SECTIONS mr ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 9whotAm sh 9*9 1 &wet I VMAftHn /br. HR710 Half 5 a 1 J 4127-10 6 39 16 13 MAX. VENT DLO PRODUCT REVISED as carnoying with the Flot;ida 4' auitdatg Ode Acvzpuuim No I ' 21 2 ' FaDole,tion D �v ml t,; -1a Proaat-Coobut, A. LYNN MILLER, P.E. P.E.# 58705 . . ... . . . ... EM DWGN :': DaCftTION 1 4102 A FLANGE FRAME HEAD 2 4025 SASH STOP (STD. ANTI LIFT 3 • • • #8X44144 PAXP*TAD• MAIL PGT# 6063-T6 AL 61=37 6063-T5 AL 61=44 721AA A 4 4053 : ASi9ST01C00V1k (SASH STOP) 6063-TS AL 6 4136 FLANC FRAME SIIL 6063-T6 AL 6413b 7 4137 1 1 SILL ADAPTOR 6063-T6 AL 64137 8 4131 • • QLjFdt mm • . 6063-T6 AL 64131 10 71298 C VER • POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 13 4002 A FLANGE FRAME JAMB 6063-T6 AL 612225 14 4134 GASKET FORMAIN FRAME SELL JOINT 74134W/K 15 1155 #8 X 1.000 QUAD FIN. SMS 781P A 16 4110 G SCREENADAPTOR 6063-T5 AL 64110G 17 4054 B MED MEETING RAIL 6063HD-T6 AL 64054A 19 4066 W STP.,.187 X .230, FIN SEAL 64066G 21 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 22 1683 W STP.,250 X .270 BACK, FIN SEAL 61683G 23 225-1 ROLLER HOUSING & WIDE 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRWH12 29 4128 HORIZONTAL ROLLER SASH TOP GME POLYPROP. 44128N 32 4006 D SASH MEETINGRAIL 6063HS-T6 AL 64006 33 1235 W STP..170 X .270 BACK, FIN SEAL 67S 16G 35 1096 SWEEP LATCH DIM -CAST 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 SASH SIDERAIL 6063-T5 AL 64126 38 1683 WSTP.,.250 X .270 BACK, FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187 X 275 67070K 40 LIFT RAIL COVER CAP 74078" C" L OR R 41 4139 I.F. FRAME HEAD 6063-T6 AL 64139 42 4140 I.F. FRAME SILL 6063-T6 AL 64140 43 4141 I.F. FRAME JAMB 6063-T6 AL 64141 50 GLAZING SILICONE, DOW 8W, 995 OR UIVALENT 51 1224 ICILAZINGBIEAD MNYL GLAZING BEAD BULB (THICK) 6TP247W,K 52 1225 VINYL GLAZINGBEAD BULB 6TP248K 53 4039 B - 5116' 6063-T5 AL 64039B 54 4044 B GLAZING BEAD - 5/16" W/GRILL KIT 6063-T5 AL 644703 55 4222 A GLAZINGBEAD - 7/16" 6063-T5 AL 64222 56 985 C GLAZING BEAD - 7/lG' W/GRILL KIT 6063-T5 AL 6985 59 4067 GLAZING BEAD -13/ 16" 6063-TS AL 64067 60 CLA SSJ 5116" LAMI(1/8" A .090PVB, 1/8" A 61 it 15/16" LAMI (1/8" A, .090 PVB, W HS) 62 to5116' LAMI (V8" HS, .090 PVB, 1/8" HS) 63 If 7/16" LAMI (3/16" A .090 PVB, 3/16' A 64 0 7/16' LAMI (3/16" A .090 PVB, 3/16" HS) 65 7/16' LAMI (3116" HS, .090 PVB, 3/16" HS) '0 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL34274 II m DwGv RE1V DESCRIPTION I MAT'L PGT# 66 CLASS 13/16" LAMI I&1/8"A . , 3/8"AIR SPACF, 5116' LAMI 1/8"A, .090 PVB,1/8"A 67 if13/16" LAMI IG-V8"A (MIN.), 3/8" AIR SPA 5/16" LAMI (1/8"A, .090 PVB 1/8"HS 68 it 13/16" LAMI I13-1/8"A (MIN.), 3/8" AIR SPACE, 5116" LAMI (1/8"HS, .090PVB, 1/8"HS) 69 It 13/16" LAMI 1137-3/16"A (MIN.), 5/16" AIR SPACF, 5/16" LAMI (1/8"A, .090PVB,1/8"A) 70 of 113/16" LAMI IGr3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAM[ (1/8"A, .090PVB,1/8"HS) 71 13/16" LAMI 1&3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"HS, .090 PVB, 1/8"HS) 72 13/16" LAMI IGr1/8"A(MIN.),1/4" AIR SPACE, 7/16" LAMI 3/16"A, .090PVB, 3/16"A 73 13/16" LAMI IG1/8"A , I/4" AIR SPACE, 7/16" LAMI 3/16"A .090P 3/16"HS N 13/16" LAMI IG-V8"A (MIN.),1/4" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16"HS) 75 13/16" LAMI IGr3/16"A (MIN), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"A) 76 to 13116" LAMI IGr3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"HS) 77 It 13/16" LAM[ IG3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16"HS) 90 1014 SCREEN FRAME OR & VEIL 3105-H 14 AL 91 1630 SCREEN CORNER KEYWRINGS /RINGS POLNPROP. 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE - .135 DIA. FOAM EM PVC 95 1635 SC ZaN SPLINE - .135 DIA. HARD EM PVC LkI IsquMN CLOTH _—.7 2.784 17 F-:2 1.988 43 I.F. FRAME JAMB #4141, 6063-T6 PARTS LIST 41 I.F. FRAME HEAD #4139, 6063-T6 42 N--- 2.710 —f I.F. FRAME SILL #4140, 6063-T6 3.152 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ZM=j Vlsib& Better nommo°m "°� a** a.rhrrw �. v10 NTS1 6 d 11 1 4127-10 G PRODUCT REVISED as complying with the Flama Building Code Be ACCeptanCe too i�p - � 4i! moon Daw By Rkiom' edo i�o04ct . . 000 . . . . 000 .062 . . .. . . . . . . . lilt . . ... . ... . 1. 73 .. . .. ... 1. 73 .. . . . . ... . 2.71 O FLANGE FRAME HEAD #4102A, 6063-T6 — 4--.062 .490 SASH STOP #4025, 6063-T5 062 1.183 1 1.349� 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 .050 —'-. .678 1.096 --1 • 54 GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W/ GRILL KIT) ?J2Liw 1.122 —2.710----� lu 1 O FLANGE FRAME SILL #4136, 6063-T6 .081 .437 1.461 O HORIZ. ROLLER TRACK #4131, 6063-T6 2. 79 .062 1 187 --� 1.081 �--- 32 SASH MTG. RAIL #4006D,6063HS-T6 .05� 676 55 GLAZING BEAD 7/16" #4222A, 6063-T5 I 1.187 �-- 3.090 O FRAME SILL ADAPTER #4137, 6063-T6 1.18' 7 .062 .403- FIXED MEETING RAIL #4054B,6063HD-T6 2. 26 1.": 49 .062 1.291� 37 SASH SIDE RAIL #4126, 6063-T5 .050 -� .678 1.115 --1 .. a- -T 56 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) }f1.513� II .040 1 738 It-1.443-� O SASH STOP COVER #4053, 6063-T5 i-- 2.784 �J D n n n 1.363 .062 13 FLANGE FRAME JAMB #4002A, 6063-T6 .050 1 678 1.096 —T 53 GLAZING BEAD, 5/16" #40398, 6063-T5 .683 O50 1 'a --1-1.097 59 GLAZING BEAD, 13/16" #4067, 6063-T5 1070 TECHNOLOGY DRIVE "E EXTRUSIONS N. VENICE, FL 34275 tk: P.O. BOX 1529 AC;ALUM. HORIZONTAL ROLLER NOKOMIS, FL 34274 jruibly gem ftboModit °i Do Half 7 d 11 IMPACT 4127-10 1 G PRODUCT REViSIED as complying with the Florida Building Cade / Acccpteua+Tla . e iFatiwiUa�ta �21 By, Miavri PtodecC A LYNN MILLER, P.E. P.E.# 58705 ANCHOR QUAPtTME , 014- - -1 WINDOWS TABU ANCHOR TYPE & 3UBSTRAdo "' 'GLASS TYPES*,d,B,C,G,H,i GLASS TYPES D,E,F,J,K,L 2.3. WOOD 0 2; CONC 1, OONC Z3, WOOD 2, CONC 1, CONC ZONE + 3DNE8 • ZONES ZONES ZONES ZONES WIDOW S125 W V. AsAD & Sh j HEADS61L4_ 1mg HEAD & SILL 12' HEAD & SILL 2 HEAD & SILL jJ HEAD & SILL 53,125x 38.375 48.000 50.625 54.000 60.000 63,000 j+C,g+i+C7.+11jZ 1+at1+C2t11 2 1+C2+1+C2+1112 1+C2+1+C2+11 2 1+C2+1+C2+1j 2 1+C2+1+C2+1 ; C**=+(;2 ;11 1+GZ+1+C2t11: 3 1+C2+1+C2+1- 3 1+C2+1+C2+1; 3 1+C2+1+C2+1. 3 1+C2+1+C2+1 +Cf+1++62++1115 t+t32+�1+Ct+11 3 1+C2+1+C2+1j 3 1+C2+1+C2+11 3 1+C2+1+C2+11:3 1+C2+1+C2+1 1+C2+1+C2+11. 3 f+CZ+1+C2+1* 3 1+C2+1+C2+1j 3 1+C2+1+C2+1j 3 1+C2+1+C2+1. 3 1+C2+1+C2+1 1+C2+1+C2+11 3 1+C2+1+C2+1::• 3 1+C2+1+C2+1= 3 1+C2+1+C2+11 3 1+C2+1+C2+1! 3 1+C2+1+C2+1 1+C2+1+C2+1i 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1E 3 1+C3+1+C3+1 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+11 2 1+C2+1+C2+11 2 i+C2+1+C2+1= 2 1+C2+1+C2+11 2 1+C2+1+C2+1. 2 1+C2+2+C2+1 1+C2+1+C2+1j 3 1+C2+1+C2+1j 3 1+C2+1+C2+1; 3 1+C2+1+C2+11 3 1+C2+1+02+1€ 3 1+C2+2+C2+1 1+C2+1+C2+1j 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+2+C2+1 f+C2+1+C2+1:1 3 1+C2+1+C2+1j 3 1+C2+1+C2+1j 3 1+C2+1+C2+1s 3 1+C2+1+C2+11 3 1+C2+2+C2+1 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1j 3 1+C2+1+C2+1. 3 1+C3+2+C3+1 1+C2+1+C2+11 3 i+C2+1+C2+11 3 1+C2+1+C2+1113 1+C2+1+C2+11 3 1+C2+1+C2+11' 3 1+C3+2+p+1 74.000x 38.375 48,000 50.625 84,000 60.000 63.000 1+C2+2+C2+11 2 1+C2+1+C2+11 2 1+C2+2+C2+11 2 1+C2+2+C2+1:1 2 1+C2+2+C2+11 2 1+C2+2+C2+1 1+C2+2+C2+11 3 1+C2+1+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+1'• 3 1+C2+2+C2+1 1+C2+2+C2+1 3 1+C2+1+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+1j 3 1+C2+2+C2+1i 3 1+C2+2+C2+1 1+C2+2+C2+11 3 1+C2+1+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+1 3 1+C2+2+C2+1j 3 1+C3+2+C3+1 1+C2+2+C2+1j 3 1+C2+1+C2+1 3 1+C2+2+C2+11 3 1+C2+2+C2+1 3 1+C2+2+C2+11 3 1+C3+2+C3+1 1+C2+2+C2+li 3 1+C2+1+C2+11 3 1+C3+2+C3+fj 3 1+C3+2+C3+11 3 1+C2+2+C2+11 3 1+C3+2+C3+1 84.000x 38.375 48.000 50.625 54,000 60.000 63.000 1+C2+2+C2+11 2 1+C2+2+C2+1j 2 1+C2+2+C2+11 2 1+C2+2+C2+1"=. 2 1+C2+2+C2+11 2 1+C2+3+C2+1 1+C2+2+C2+11 3 1+C2+2+C2+1 3 1+C2+2+C2+11! 3 1+C2+2+C2+11. 3 1+C2+2+C2+1j 3 1+C3+3+C3+1 1+C2+2+C2+1j 3 1+C2+2+C2+1j 3 1+C2+2+C2+11 3 1+C2+2+C2+1j 3 1+C2+2+C2+1 3 1 1+C3+3+p+1 1+C2+2+C2+1 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+V 3 1+C2+2+C2+1j 3 1+C4+3+C4+1 1+C2+2+C2+113 1+C2+2+C2+11 3 1+C3+2+C3+11 3 1+C3+2+C3+1j 3 1+02+2+C2+11 3 1+C4+3+C4+1 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C3+2+C3+11 3 1 +C3+2+C3+11 3 1+C2+2+C2+11 3 1+C4+3+04+1 106.376x 38.375 48.000 50,625 54.000 60,000 63.000 1+C2+2+C2+1= 2 1+C2+2+C2+11 2 1+C2+3+C2+11 2 1+C2+3+C2+1= 2 1+C2+3+C2+1j 2 1+C2+4+C2+1 1+C2+3+C2+11 3 1+C2+2+C2+1; 3 1+C3+3+C3+11 3 1+C3+3+C3+1j 3 1+C2+3+C2+11 3 1+C3+4+C3+1 1+C2+3+C2+1 3 1+C2+2+C2+1; 3 1+C3+3+C3+11 3 1+C3+3+C3+1- 3 1+C3+3+C3+1`3 1+C3+4+p+1 1+C3+3+C3+1j 3 1+C2+2+C2+1 13 1+C3+3+C3+11 3 1+C3+3+C3+1 i 3 1+C3+3+C3+11 3 1+C4+4+C4+1 1+C3+3+C3+11 3 1+C2+2+C2+li 3 1+C4+3+C4+1! 3 1+C4+3+C4+li 4 1+C3+3+C3+11 3 1+C4+4+C4+1 1+C3+3+C3+11 3 1+C2+2+C2+1 3 1+C4+3+C4+11 3 1+04+3+C4+1i 4 1+C4+3+C4+1. 3 1+C5+4+C6+1 111.000x 38.376 48.000 50,625 54,000 60.000 63,000 1+C2+3+C2+1 2 1+C2+2+C2+11 2 1+C2+3+C2+1112 1+C2+3+C2+li 3 1+C2+3+C2+11 2 1+C2+4+C2+1 1+02+3+C2+11 3 1+C2+2+C2+1 f 3 1+C3+3+C3+11 3 1+C3+3+C3+1 i 3 1+C2+3+C2+11 3 1+C3+4+p+1 1+C2+3+C2+19 3 1+C2+2+C2+11 3 1+C3+3+C3+1j 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+p+1 1+C3+3+C3+1 3 1+C2+2+C2+1 3 i+C3+3+C3+11 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+q+C4+1 1+C3+3+C3+11 3 1+C2+2+C2+11 3 1+C4+3+C4+1 3 1+C4+3+C4+11 4 1+C3+3+C3+1j 3 1+C4+4+C4+1 1+C3+3+C3+1; 3 1+C2+2+C2+1; 3 1+C4+3+C4+11 3 1+C4+3+C4+1i 4 1+C4+3+C4+11 3 1+C5+4+C5+1 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 J.J. NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: F A. 5/16" LAMI - (1/8" A,.090, 1/8" A) OR INSTALLATION IN THE HVHZ ABOVE 30 B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/16" LAMI - (3/16" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) H. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) I. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 114" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) L. 13116" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: X 0 X 1+C3+4+C3+1 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 25 3/4" max. -- �---3" MIN. 9" REF. X O X MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) rT25 3/4" MAX. I 1 1/2" TYP. rY E--3" MIN. 9" REF. X 0 X T _ MTG. (RAIL, TYP. EXAMPLE CLUSTER W/ QTY. CLUSTER W/ QTY. OF (4) ANCHORS ANCHORAGE SPACING, XOX 114-112-114 rac ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Ws b& Beurr HR7 0N7S �ro m 4127-10I I I 1 11 PRODUCT REVISED - c—Plyiag With the Florida Building Code ante / �21 By A7iemi product fT A. LYNN MILLER, P.E. P.E.# 58705 ANCHOR 0LfAM Ti - 13- - 3 WINDOWS TABLE ANCHOR TYPE & SUBSTRA71 • '•• • GLASS T'PL'3A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC • -ZONE& Z NES• • • ZONES ZONES ZONES ZONES i WINDOW SIB v H i•• � � � HIV & $I4.`g i • i • 1m 4EAD jC$IL(1 i im HEAD & SILL i 1m HEAD & SILL i IN HEAD & SILL ! 1 HEAD & SILL 1 48.000x 38.375 48.000 50.625 54,000 60.OD0 63.000 1+C2+1+C2+1':, 2 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+C2+1+C2+1; 2 1+C2+1+C2+1 2 1+C2+1+C2+1:i 1+CZ+•1t(4+11j 3 10,C741+M+1 3 1 1+C2+1+C2+1; 3 1+C2+1+C2+1; 3 1+C2+1+C2+1; 3 1+C2+1+C2+1? 4d+ 'I; +1+C2i41 13 1+C2+1+02+11 3 1+C2+1+02+11 3 1+C2+1+C2+1' 3 1+C2+1+C2+11 1+C2+1+C2+113 1+C2+1+C2+1; 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 1+C2+1+C2+113 1+C2+1+C2+1; 3 1+C2+1+C2+1: 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1: 1+C2+1+C2+1 i 3 1+C2+1+C2+1 i 3 1+C2+1+C2+1; 3 1+C2+1+C2+11 3 1+C2+1+C2+1' 3 I 1+C3+1+C3+11 53.125x 38.375 48.000 50.625 64.000 60.000 63.0D0 1+C2+1+C2+11 2 1+C2+1+C2+1' 2 1+C2+1+C2+11 2 1+C2+1+02+11 2 1+C2+1+C2+1:2 1+C2+1+C2+11 1+C2+1+C2+1; 3 1+C2+1+C2+1� 3 1+C2+1+C2+1'1 3 1+C2+1+C2+11 3 1+C2+1+C2+1! 3 1+C2+1+C2+11 i+C2+1+C2+1 i 3 1+C2+1+C2+1 i 3 1+C2+1+C2+1. 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+11 1+C2+1+C2+11 3 1+C2+1+C2+1; 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 11+C2+1+C2+11 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11; 3 1+C2+1+C2+11 3 1+C3+1+C3+1' 1+C2+1+C2+1' 3 1+C2+1+C2+1 i 3 1+C2+1+C2+1 f1 3 1+C2+1+C2+1: 3 1+C2+1+C2+1' 3 1+C3+1+C3+11 60,000 x 38.375 48,000 50.625 54.000 60.000 63.000 1+C2+1+C2+1 i 2 1+C2+1+C2+11 2 1+C2+1+C2+11 2 1+C2+1+C2+1: 2 1+02+1+C2+1 i 2 1+C2+1+C2+1; 1+C2+1+C2+1; 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 1+C2+1+C2+11 3 1+C2+1+C2+1; 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+li 3 l+C2+1+C2+11 1+C2+1+C2+11 3 I 1+C2+1+C2+1' 3 1+C2+1+C2+1.`: 3 1+C2+1+C2+1' 3 1+C2+1+C2+1 3 1+C3+1+C3+11 1+C2+1+C2+1; 3 1+C2+1+C2+11 3 1+C2+1+C2+1i 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C3+1+C3+1' 1+C2+1+C2+1' 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C3+1+C3+1 i 3 1+C2+1+C2+11 3 1+C3+1+C3+11 66.000X 38.375 48.000 60.625 54.0D0 60.000 63.000 1+C2+1+C2+112 1+C2+1+C2+1' 2 1+C2+1+C2+1 2 1+C2+1+C2+11•. 2 1+C2+1+C2+11 2 1+C2+1+C2+1i 1+C2+1+C2+1; 3 1+C2+1+C2+11 3 1+C2+1+C2+1; 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1:• 1+C2+1+C2+1! 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+02+11 3 1+C2+1+C2+11 3 1+C3+1+C3+11 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1; 3 1+C2+1+C2+11 3 1+C3+1+C3+11 1+C2+1+C2+11 3 1+C2+1 +C2+11 3 l+C2+1+C2+11 3 1+C3+ 1+C3+1: 3 1+C2+1+C2+11 3 1 +C3+1 +C3+ 11 1+C2+1+C2+1 i 3 1+C2+1+C2+1: 3 1+C3+1+C3+11 3 1+C3+1+C3+1 i 3 1+C2+1+C2+11 3 1+C3+1+C3+1 i 74.000x 38.375 48.000 60.625 54,000 60.000 63.000 1+C2+1+C2+112 1+C2+1+C2+11 2 1+C2+1+C2+1. 2 i+C2+1+C2+11 2 1+C2+1+C2+11 2 1+C2+1+C2+11 1+C2+1+C2+1 3 1 + C2+1 +102+113 1+C2+1+C2+11 3 1+C2+1+C2+1' 3 1+C2+1+C2+1: 3 11+103+1+C3+1 1 +C2+1+C2+1: 3 1+C2+1 +C2+ 11 3 1 +C2+1 +C2+ 1 3 1 +C2+ 1+C2+11 3 1+C2+1 +C2+11 3 11 +C3+1 +C3+ 1' 1+C2+1+C2+1; 3 1+C2+1+C2+11 3 1+C2+1+02+13 1+C2+1+C2+113 1+C2+1+C2+11 3 1 1+C3+1+C3+11 1+C2+1+C2+11 3 1+C2+1+C2+1 `' 3 1+C3+1+C3+11 3 1+C3+1+C3+1 i 3 l+C2+1+C2+1 i 3 1+C3+1+C3+11 1 +C2+1+C2+ 11 3 1+102+1 +C2+ 11 3 1 +C3+1 +C3+11 3 1 +C3+ 1+ C3+11 3 1+C2+1+C2+1 3 1 1 +C3+1 +C3+ 11 84.000x 38.375 48,000 50,626 54.000 60.000 63.000 1+02+1+C2+11 2 1+C2+1+C2+11. 2 1+C2+1+C2+11 2 1+02+1+C2+11 3 1+C2+1+C2+1' 2 1+C2+1+C2+11 1+C2+1+C2+1 i 3 1+C2+1+C2+1 j 3 1+C2+1+02+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+103+1+0+11 1+C2+1+C2+11 3 1 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1' 3 1+C3+1+C3+11 1+C2+1+C2+1 3 1+C2+1+C2+1. 3 1+C3+1+C3+11 3 1+C3+1+C3+1 3 1+C2+1+C2+11 3 1+C3+1+C3+11 1+C2+1+C2+11:3 1+C2+1+C2+1' 3 1+C3+1+C3+11 3 1+C3+1+C3+11 4 i+C3+1+C3+1! 3 1+C3+1+C3+il 1+C3+1+C3+1:3 1+C2+1+C2+1; 3 1+C3+1+C3+1. 3 1+C3+1+03+11 4 1+C3+1+C3+11 3 1+C4+1+C4+11 86.437x 38.375 48.000 50.625 54.000 60,000 63.000 1+C2+1+C2+11 2 1+C2+1+C2+11 2 1+C2+1+C2+11 2 1+C2+1+C2+11 3 1+C2+1+C2+11 2 1+C2+1+C2+11 1+C2+1+C2+11 3 1+C2+1+C2+1 i 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C3+1+C3+11 1+C2+1+C2+1 i 3 1+C2+1+C2+1' 3 1+C2+1+C2+11 3 1+C2+1+C2+1 i 3 1+C2+1+C2+1 i 3 1+C3+1+C3+11 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C3+1+C3+11 3 1+C3+1+q+11 3 1+C2+1+C2+1! 3 11+C3+1+C3+1i 1+C2+1+C2+V 3 1+C2+1+C2+11 3 1+C3+1+03+11 3 1+C3+1+C3+1} 4 1+C3+1+C3+11 3 1+C4+1+C4+11 1+C3+1+C3+1 3 1+C2+1+C2+1' 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+11 3 1+C4+1+C4+11 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/16" LAMI - (3/16" A,.090, 3116" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/16" LAMI - (3/16" A,.090, 3116" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) H. 13/16" LAM[ IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) I. 13/16" LAM[ IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16" A,.090, 3/16" HS) L. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 314" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: X O X 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 25 3/4" MAX. -• �--3" MIN. 9" RE F. T- X X O X - X MTG. RAIL, TYP. EXAMPLE CLUSTER W/ OTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 25 3/4" MAX. 1 1/2" TYP. I+-3" MIN. 9" REF. O X T X X - X MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS • 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING, XOX 113-113-113 -:ir �Yr N. VENICE, FL 34275 TOM P.O. BOX 1528 -ALUM. HORIZONTAL ROLLER WINDOW, IMPACT w GNrird. NOKOMIS, FL W74 ws(b& Batter �H0-cm R Q NTS '111 1=N0 4127-10 1~" G PRODUCT REVISED its complying with the Florida Buil"SCOde �� Accepta=NOIfo- j*4 By hhi4ad Product •• •• • ANCHOR CLUAliTlY198k0 WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX 3- #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5/16- LAMI - (1/8" HS,.090, 1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/16" LAMI - (3/16" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/16" LAMI - (3/16" A,.090, 3/16^ HS) F. 7I16^ LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) H. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAM[ - (1/8" A,.090, 1/8" HS) I. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) K. 13/16" LAMI IG - 1/8" OR 3/15" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: O X 2+C3+2 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 18 3/4" MAX. -� �-3" MIN. 9" REF. X O PRODUCT REVISED . a, complying with f„�da MTG. RAIL BuilaingCode Amept nec No �) EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS ex '"Itm, (SHOWN IN TABLE KEY ABOVE) By ®da ?rodnct� 18 3/4" MAX. 1 1/2" TYP. I-F-3" MIN. s"REF. X O `'✓' '"- ; :: ''' '. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ANCHORAGE SPACING OX AND XO WINDOWS r tic '..:_ � ._:•=, ':',,' , .'`' HORIZONTAL ROLLER WINDOW, IMPACT * g a°'t ar.r am* anwWrre ljlw'A. LYNN MILLER P.E. 10 a 11 4127-10 G P.El 58705 HR710 NTSlI • ANCHOR TYPE & SUBS • G SS A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC E ZONE$• ZONES ZONES ZONES ZONES ` WINDOW SIZE V . p J•rep +�• • � = °6 IM • L .+ �� _ °8 m g p J j =J 1 oD U) 12 = 08 j p J , m 1 g T o8 p W ! 1 co co 1t < _ •0 J _ 22 03 _ •0 W m g 37.000 x 38.39§ 48.0.00% 50.625 54.000 60.000 63.000 �+fix • t+C2+1 2 1+C2+1 1 2 1+C2+1 2 1+C2+1 ; 2 1+C2+1 2 2 :f • M*•�2;1 3 1+C2+1 13 1+C2+1; 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 i 3 1+C2+1; 3 1+C2+1 ! 3 ` 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 I 3 1+C2+1 1 3 1+C2+1; 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 `• 3 I 1+C2+1=: 3 1+C2+11 3 I 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 ! 3 1+C2+1 3 1+C2+1 ! 3 1+C3+1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+1 i 2 1+C2+1 F 2 1+C2±11 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 ! 3 1+C2+1 3 1+C2+1 1 3 1+C2+1 3 1 +C2+ 1 1+C2+1 3 3 1 +C2+ 1 1+C2+1 3 3 1 +C3+1 3 1+q+1 i 3 1 +C2+ 1. 3 1+C2+1 3 1 +C2+1 3 1+CZ+11 3 1 +q+ 1 1+C3+1 3 3 1+C3+1 3 1+C2+1 3 1+C3+1 i 3 1+C3+1; 3 1+C2+11 3 I+C3+11 3 1+C3+1 3 1+C2+1 3 1+C3+1 % 3 1+C3+11 3 1+C2+1 3 1+C3+1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 1+C2+1 2 1+C2+11 2 1+C2+11 2 1+C2+1; 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+11: 3 1+C2+1, 3 1+C2+11 3 1+C3+1 3 1+C2+1 1+C3+1 3 3 1+C2+1 1+C2+1 3 3 1+C3+1 ! 3 1+C3+11 3 1+C2+1; 3 1+q+1= 3 1+C2+1 ± 3 1+C2+11 3 1+C3+1 1+C3+1 3 3 1+C3+1 4 1+C2+1 3 1+q+11 3 1+q+11 4 1+C2+1; 3 1+C3+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 j 3 1+C3+11 4 1+q+1 i 3 1+C4+1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 3 1+C2+1 2 2+C2+2! 2 1+C2+1 j 3 1+C2+11 2 2+C2+2 2 1+C2+1 3 1+C2+1 3 2+C3+2 i 3 1+C2+1; 3 1+C2+1 3 2+C3+2 3 1+q+1 3 1+C2+1 3 2+C3+2 3 1+C3+11 3 1+C2+1 i 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 1 3 2+C3+2 3 1+C3+1 1+C3+1 4 4 1+C3+1 1+C3+1 3 3 2+C4+2 � 4 2+C4+2; 4 1+C3+1 i 4 1+C3+11 4 1+C3+1 3 1+C3+1 3 2+C4+2 2+C4+2 4 4 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+C2+2 3 1+C2+1 2 2+C2+21 3 2+C2+29 3 1+C2+1 2 2+C2+2 3 2+C2+2 4 1+C2+1 3 2+C3+2i 3 2+C2+2' 4 i 1+C2+11 3 2+q+2 3 2+C3+2 4 1+C2+1 3 2+C3+2j 3 2+C3+21 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+21 4 2+C3+2 'i 4 1+C2+1 i 3 2+C3+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 f 4 2+C3+2 4 1+q+1 i 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 2+C3+2 i 4 1+q+1 3 2+C4+2 4 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+C2+2 3 2+C2+2 2 2+C2+2 f 3 2+C2+2; 3 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C2+2 3 2+C3+2i 4 2+C3+21 4 2+C2+21 3 2+C3+2 4 2+q+2 4 2+C2+2 3 2+C3+2 ; 4 2+C3+2 i 4 2+C2+21. 3 2+C3+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 E 4 2+C3+2 ; 4 2+q+21 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+103+2 1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+21 4 2+104+21 5 2+C3+21 4 2+C4+2 5 ArAdBr arrx ftim c 107N TECHNOLOGY N. VENICE, FL34275 P.O. BOX 1529 NOKOMIS, FL 34274 DRIVE AC;_rALUM. nr Dw•9jr F.►G OWc 1 2126W6 J.J. DMie &23W7B y • • • 1:vt MIIS 6iaoTYP. NOTES: 2x WOOD BUCK, MIN. 3.4 KSI 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DAQE COUNTY APPROVED 1/4" ELCO 1"MIN. EDGE NOTE 3 1 3/8 CONCRETE •�•�• , ' ' .� TAPCONS EMBEDED 1 3/8 MIN. OR 1/4 SS4 CRETE-FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM � , � MIN. . • . ., . . 'M ANCHOR TO CONCRETE EDGE IS 1 314 . FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. " .. • . .; . NbTE 1x WOOD 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE-FLEX WITH BUCK, 71 -4v� #12 TRIMFIT HEAD. NOTE 3 • • ••• •• • • •.y4" �• 1/4" 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE • • �lIAX. • OR • • • • MAX. CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, ANCHOR, 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1 /4" MAX. SHIM 13/8" MIN. I I WOOD ANCHOR, NOTE 2 2x WOOD BUCK, NOTE 3 J DETAIL E CONCRETE ANCHOR, NOTE 1 _DGE 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1/4" MAX. SHIM --«-I F+— 1 1/4" MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. I (1.5 KSI CMU) =a OR PER NOTE 1 ` (3.4 KSI CONCRETE) CONCRETE ANCHOR, NOTE 1 1 3/4" EXTERIOR INTERIOR ) ' MIN. E.D HEA &SILL DET (AILS A, B, C, D, & H TYP. 1x WOOD BUCK, NOTE 3 J DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS 1/4" MAX. SHIM ' • NOTE 1 1 3/4" MIN. MIN. 3.4 KSI E.D. TYP. CONCRETE 2x WOOD DETAIL C BUCK, NOTE 3 SEE NAILIN( INTERIOR (JAMB DETAILS E, F & 1) EXTERIOR WOOD ANCHOR, NOTE 2 1/4" MAX. SHII M1 3 8/ MIN. 1, IIf11Iy. EbGE DETAIL D TYPICAL FLANGE FRAME SILL SECTIONS SEE NAILING 2-1/2" MIN. EMBED DETAIL H (HEAD) I I NAILING .131 DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. MIN. EDGE 2-1/2" MIN. IBEDMENT EDGE 5/8" MIN. SEE NAILING DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS 070 TECHNOLOGY DRIVE pdvpMr ANCHORAGE DETAILS N. VENICE, FL 34275 rak P.O. BOX 1529 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT NOKOMIS, FL 34274 Ycrtbb Better s y =%L s 1 °iumft 412' 10 G PRODUCT REVISED as complying with the Florida Building Cade say C0M 14.3Acwpt,,, M IG- adExpiation Da�2f Mimi Product A. LYNN MILLER P.E. P.E.# 58705