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Product Approval
MIAMI'DA�E MIIAMI-DADE COUNTY MKIN1,110 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy CGT Windows and Doors,Inc. 10100 NW 25'h Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade-County)and/or the AHJ(in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 130"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.15-0413.03 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. NOA No.17-0918.07 MIAMI DADE COUNTY Expiration Date: September 22,2020 Approval Date: November 22,2017 f �if Page] CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0510.13) 2. Drawing No. W10-02,titled Series Sentinel 130 Alum Fixed Window(L.M.I.) (S.M.I.), sheets 1, 1.1,2, 3, 4, 5 and 6 of 6,dated 01/30/10, with revision F, dated 04/10/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, 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 series 7500 PVC fixed window, to qualify DuPont"Butacite" PVB interlayer, Duraseal®and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA 3056 WA, dated 03/03/15, signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per F$C,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer(V insulating glass spacer,prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C.Patel,P.E. 3. 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 series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC,dated 04/16/15, signed and sealed by Ramesh C.Patel,P.E. 4. 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 a Sentinel 130 aluminum fixed window,prepared by Hurricane Test Laboratory,LLC, Test Report No. RTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J.Abraham, P.E. (Submitted under NOA No.10-0510.13) anuel� P.E. Product Contr 7 Exankiner NOA No. 7 18.07 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5111 Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under NOA No.14-0 731.05) 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. 11-0624.02 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14, expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon,P.E., Supervisor,Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. Manuel ere Product Control Exin r NOA No.17-0 .07 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-2 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.W10-02,titled Series Sentinel 130 Alum Fixed Window(L.M.I.) (S.M.I.),sheets 1, 1.1,2,3, 4,5 and 6 of 6, dated 01/30/10, with revision G, dated 08/29/17,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017), dated July 15, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol®Ultraclear, Clear and Color PVB InterIayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 51h Edition (2014), with FBC 6'Edition (2017) and of no financial interest, dated August 15, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. G. OTHERS I. Notice of Acceptance No. 15-0413.03, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — M.I. approved or 6/25/15 and expiring on 09/22/20. �� Manuel P7f4 P74P.E. Product Control miner NOA No. 17-0918.07 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-3 F_.4' 48' 49' U FLANGE WIDTH BUCK WIDTH FLANGE WIDTH � - D.L.OPG. D.L.oPC. TYPICAL ELEVATIONS�o D.L.OPG. oI B'AUX. 1B,MAX :[d I&. IB• 0 n ; HEAD/SILL A 3 SHORTER 8 Al ou ' CORNERS1 SIDES ANCHOR SPACING SHOWN HEREIN APPLICABLE Nz TO FLANGE AND FLUSH FRAMES. f n $ SEE SHEET 1.1 FOR FIN FRAMES. O mo o�o pI � II I, O C a R rl� C1 ii ii ii u n II lI a 0 e C II n n n n u QEoQ —JL-----JI---- --�-----1L--- ---JL-----1L--- 9B" C d t¢ _ .R______m____ __T______0.____ ____T______rc____ BUCK HEIGHT �. C n C3 It 11 it ii a Q w S II %� jj II �' II II �� II D.L. OPG. U.Z H C Co i II �� 11 a II 11 S o II II QZm- J JL_—__JL____ o ____ L_JL____ . z9 ul W f ____ m W ____�_-___� _ J �_ Ir---- m Y , � m J II II n Ofn /B. 11 II 11 II o II II II 11 m 11 11 II II S;� y 11 II II II II It Q` _ L______LL____ ___ __-_ ____ e ---Ir-----Tr- io Tr- Tr--- Za --- r- Tr--- - n 11 11 II 11 II II 3 o II p Ili' 0 Li � " 'I It vh 0, 8 3 Fz- FALSE MUKTINS(SURFACE APPLED) X. 6'MAX. 18�MAX CBORNEFtSSTRAIGHT �'OFnDNAL SHRTER HEAD/SRLSHORTER r' FLANGE & FLANGE ADAPTOR FRAME SIDES CORNERS SIDES DA IT OPENINGS, SIDES 10:'z EQUAL LEG FRAME D.LO. HEIGHT= BUCK HEIGHT- 3.00' 0-9 SERIFS 130 SENTINEL ALUMINUM FIXED `VINDOVP D.L.O. WIDTH = BUCK WIDTH - 3.00' K3 DESIGN LOAD RATINGS FOR THESE,WINDOWS TO BE AS PER ��D�. o�R CHARTS SHOWN ON SHEET 2. WI I v, w7ND0w vnORt_, WINDOW WI ML� mH_, WINDOW WINDOW WINDOW II' '1I II�'ll APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FDC.WOW. WITH OTHER MIAMI-DADE COUNTY FF Z APPROVED WINDOWS USING MIAMI COUNTY APPROVED MULLIONS _ _ ' ' & IN BETWEEN. j ? j �� % 9 i € c y 3 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL % S m B B $ WILL APPLY TO ENTIRE SYSTEM. 3 3 # 3 3 m B THIS PRODUCT HIS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Q � REQUIREMENTS OF THE 2014(5TLA H EDMON)/2017(STH EDITION) FLORIDA WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH - W-WIDTH M. GLASS m g BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). �� INSULATING LAM.GLASS 1BY OR 23Y WOOD BUCKS&BUCK FASTENERS BY OTHERS,MUST BE @Lj LARGE MISSILE IMPACTDESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS $TO THE BUILDING STRUCTURE ^ i SMALL MISSILE IMPACT m°°O o+��'1 g IIANCHORS SHALL BE CORROSION RESISTMIT,SPACED AS SHOWN ON DETAILSAND INSTALLED PEA MANUF'S INSTRUCTIONS SPECIFIED EMBEDMENT TO BASEMATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 1 I 20thALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE _ i \ MATERIALS INCLUDING BUT NOT UMTTED TO STEEL/METAL SCREWS,THAT THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. PRODUCT REVISED _ 7 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG.COD£&ADOPTED STANDARDS. SHIJTIERS ARE NOT REQUIRED. as complying with the Florida Building Cd. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION NOA-No. 174)918.07 = � FOR A SITE SPECIFIC PROJECT,I.. LIFE SAFETY OF THIS PRODUCT,ADEQUACY ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE O ATE OF •!yam drawing n0. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR Expiration Date 09 2020 %� O�p�,:'O\�°; 11f1 0-02 WATER INFILTRATION RESISTANCE ETC. VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS �i�SS� ••• `� 1�, CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. gy i�1 �/�11. \�� AND TO BE REVIEWED Elf BUILDING OFFICIAL Mlem ade Product on f l f I I I t\1\\ sheet 1 of 6 96" BUCK HEIGHT ' D.L OPG. b1= z� � to F II ii it it ii1l II II IIS\�� II II 0 II II II �� li ii it 16"MAX. 6"MAX. STRAIGHT JAMB z Z SIDES 86. CORNERS m BUCK HEIGHT $QEQro D.L OPG. g . f- n 11 li II a 16"MAX. 6•MAX. En 5 SIDES f JAMB �. SIDES CORNERS 96- BUCK HEIGHT D.L OPG. u I' II I I JJ11LI 40ii H '1 0 = O O C e w p 18'MAX. 8'MAX. d�O N 48• STRAIGHT JAMB 3 O = 8 m BUCK HEIGHT SIDES CORNERS 'o omaC D.L. OPG. e m mm 12 o N o D V i 1J r II II .r• A _ II I� 11 111 111 p Z II I� 0 c r �i� --i\\;til = 0 m r z s r Il II c 4 m a dak: 01-30 10 reviElone: eer SERIES SENRNEL 130 ALUM FIXED WINDOW(LM.I.)(S.M.I.) AL-FAROOQ CORPORA77ON a no 0 s son soak:t�y�1• c 022&11 NO CNAIIOE TN65HEEf CGI Windows and DOOrs, InG. EN8INEER9hPROpUCT DEVELOPMENT 9380 SUNSET DRIVE•SURE 920 O j O D 10.10.14 No TED T THIS SHELL 10100 N.W. 25TH STREET MIAMI,FLORIDA 33173 G. I df.hyl E 07.21.1{ 6PM1E0 7D 2014 FISC (I,'A.N.9696) 01 N chk bJ: F 04.10,16 NO CHANCE THIS SHEET MIAMI, FL 33172 TEL(905)20"100 FAX(306)262697[1 0 00.29.17 uPDATFD 10 2017 FEC TEL(305)593-6590 FAX.(305)593-6592 COMP-ANL W10-02CG1 DESIGN IG&D CAPACITY-PSF DESIGN LOAD CAPACITY-PSP I---�W U u FIANCE DIMS. I BUCK DIMS. GLASS TYPES'L"&'CI'GLASS TYPES'D'&'DI' FLANGE DIMS. BUCK DD78. GLASS TYPES'C'&'CI'PLASS TYPES'D'&'DI' I I WIDTH(W)JLENGDA(L) WIDTH(W)LENGTH(L) EXT.(+) HNT.(-) EXT.(+) TNT(-) WIDTH(N')LENGTH(L) WIDTH(W)LPMGIH(L) EXP.(+) TNT.(-) EXP.(+) 1NT.(-) 0 24- 23" 80.0 60.0 80.0 80.0 24' 23' 60.0 BO.O 80.0 80.0 Z m m 3 30• 29- BO.0 80.0 80.0 BO.O b' 114' 29' 113• 80.0 80.0 80.0 80.0 L 0 2. 36' 35' 80.0 80.0 SO.D 80.0 36' 35' 73.0 73.0 80.0 80.0 ;: 15a1 42' 36• 41" I• BOX 80.0 80.0 80.0 41' 40' 61.4 61.4 80.0 80.0 / Q 48' 47" 80.0 BO.O SO.D 80.0 240 ' 23' 80.0 80.0 80.0 SO.D ; /� s H 54' 53' BDA 60.0 80.0 80.0 30' 120• 29' 119, BD.O 80.0 80.0 80.0 �IN W Be 59' 80.0 80.0 80.0 80.0 36' 35' 72.4 72.4 80.0 60.0 0 N 61' 60' 80.0 80.0 80.0 80.0 39' 38• 65.9 55.9 BO.0 80.0 0 24• 23' 80.0 80.0 60.0 BO.O 24' 23' 80.0 80.0 80.0 80.0 a o C c WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 30" 29' BO.0 130.0 80.0 60.0 30' 121, 29' 120, 80.0 80.0 BOA 80.0 VERLICALLY OR HORIZONTALLY AS SHOWN ABOVE 0 A.0 36• 35' so.0 60.0 80.0 80.0 36" 35' 72.3 72.380.0 BOA O 42' 48. 41' 47, 7D2 70.2 BMO 80.0 39' 38 65.8 65.8 80.0 80Ax z !r 48' 47' 61.3 61.3 80.0 80.0 IL 2 Ot 0.-'' 54• 53' 61.3 61.3 80.0 80A r+' BUCK DIMS )4• ;i M .. Be 59' 61.3 61.3 80.0 80.0 61' 60' 61.3 61.3 80.0 BOA DESIGN LOAD CAPACITY-FBF 24' 23' 80.0 80.0 80.0 80.0 FLANGE DIMS. BUCK DIMS. GLASS TYPES'C'&'CI'GLASS TYPES'D'&'DI' FLANGE FRAME 30• 29' 80.0 80.0 80.0 BOA 1 WIDTH(W)LENGIH(L) WIDTH(W)LENGLH(L) EXE.(+) 1NT.(-) EXT(+) "1 NT.(-) "1 36' 35 90.0 80.0 60.0 BOA 19-1/8' 18-1/8' 80.0 60.0 80.0 80.0 I I FIANCE DIMS- Be IMS 60. 41' �. 7D2 70.2 80.0 130.0 26-1/2' 25-1/2' 80.0 80.0 60.0 80.0 v C � 48' 47" 61.3 513 BOX 80.0 37' 28' 36' 80.0 80.0 80.0 80.0 BUCK DINS v a 25• z � � 54' S3' 54.3 54.3 72.5 72.5 48• 47' 80.0 50.0 60.0 80.0 60- 59' 46.8 465.1 65.1 53-1/8' 52-1/8• 80.0 50.0 80.0 80.0 U 8.8 61' 60" 48.8 46.6 65.1 55.1 61" Be 80.0 80.0 80.0 60.0 ZE 24' 23' 80.0 80.0 80.0 80.0 19-1/8" 18-1/8• 80.0 80.0 BO.D 80.0 C EQUAL LEG FRAM 30' 29' BO.0 80.0 80.0 80.0 26-1/2- 25-1/2' 80.0 60.0 BD.O 50.0 - 9 0=C4 o 36" 35 60.0 80.0 80.0 80.0 37' 36' 80.0 80.0 B0.0 BD.0 '��+ 0f N^n 36-3/8' 37-3/8' � M 42• 72• 41' 71• 702 702 BO.O 80.0 48' 4777.1 77.1 80.0 80.0 BUCK DIMS $3 48' 47" 613 81.3 60.0 80.0 53-1/8' 52-1/8' 77.1 77.1 80.0 80.0. `Z�^ 54' S3' 543 54.3 72.5 725 61" 60" 77.1 77.1 80.0 80.0 Be 59" 48.6 48.6 65.1 65.1 19-1/8' 16-1/8" 8D.D 80.0 80.0 80.0 O 61• 60" 48.0 48.0 64.0 64.0 26-1/2' 25-1/2' 80.0 80.0 80.0 80.0 FIN FRAME g U 24• 23- 80.0 80.0 80.0 BOA �' s0-5/8' 36' aD.o 80.0 80.0 80.0 30" 29' 80.0 80.0 80.0 80.0 48' 47' 61.3 613 60.0 80.0 BUCK DIMS 36" 35' 7a-2 78.2 60.0 80.0 53-1/8' 52-1/8' 49-5/8' 58.0 58.0 77.4 77.4 42' Be 41' B3' 70.0 70.0 SO.D. BDA 61" Be 58.0 58.0 77.4 77.4 1. 47' 613 613 80.0 80.0 75-1/4' 74-1/4• 58.0 58.0 77.4 77.4 FLANGE ADAPTOR FRAME 8 = 54• 53' 543 54.3 725 725 93-3/4' 92-3/4" 58.0 58.0 76.5 76.5 0§ n€n 56" 55' 52.4 52.4 69.6 698 19-1/8' 18-1/B' 80.0 80.0 80.0 80.D G 12 R -FLANGE DIMS --I 24' 23' 60.0 8D.0 80.0 BOA' 26-1/2' 25-1/2' 80.0 80.0 80.0 80.0 v -� a 30• 29' 80-0 BOA 80.0 80.0 37' 63' 36' 62, 8000 80.0 80.0 80.0 NOTE: 36• B7. 35- 98• 75.6 75.6 BGG 80.0 48' 47' 613 61.3 60.0 80.0 GLASS CAPACITIES ON THIS SHEET ARE 42' 41' 652 65.2 80.0 80.0 53-1/8- 52-1/8' 55.3 55.3 73.7 73.7 BASED ON ASTM E1300-09 (3 SEC. GUSTS) m n^ 48' 47' 60.6 60.6 B0.0 BOA 61" 60" 48.0 48.0 64.0 64.0 d o' AND FLORIDA BUILDING COMMISSION 0 49' 48' 59.6 59.6 80.0 80.0 75-1/4' 74-1/4- 46.5 48.5 61.9 61.9 DECLARATORY STATEMENT DCA05-DEC-219 ^o a 24' 2Y 60.0 SO.O 80.0 80.0 19-1/6- t&-1/8• 60.0 80.0 80.0 80.0 ``A11111111EI/7j m e 30' 29 80.0 60.0 80.0 80.0 26-1/2' 25-1/2• 80.0 6O.D eo.0 60.0 ��J�} /�f{qo_/i,/ 36• 102• 35• 101• 74.6 74.8 80.0 80.0 3T 76, 36' 75' 78.e 78.9 80.0 80.0 C? ���,7 J �P.•tyoE:NSF•., •I 42• 41" 65.7 N. 60.0 BO.D 48" 47' 61.3 613 80.0 50.0 46' 4Y 593 59.3 80.0 80.0 53-1/6- 52-1/8" 553 553 73.7 73.7 PRODUCT REVISED _ .70592 - }; 24' 23' 80.0 80.0 80.0 80-0 61' 60' 4B.0 48.0 64.0 64.0 as complying with the Florida Building Code 30' 29" 80.0 8D.D 80.0 80.0 NDA-Io. 17-0918.071 L4�' " 108" 35• 107' 733 73.8 80.0 fiD.o ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.1 Ex Irat1 n Date 0912 020 �� drawing L no. 41• 62.4 62.4 8po Bo.o •,� -. W10-02 43' 59.1 59.1 BOO 80.0 �1 S Miam a e Productcontrol ��� ®��L111 sheet 2 of 6 3/16'ANN.GLASS 3/16'HEAT STREN'D GLASS U .075'Interloyer .075'Intedayer o Soft-CP With PET.Core SaBex CP With PET Coro ri By'Eastman Chemical Co.' By'Eastman Chemical Co.' OR OR Z m m 3 090'Interlayer .090'Interlayer 0 q Safi%Clear And Color Gloss Sa0ex Clear And Color Glass By•Eastman Chemical Go.' By'Eastman Chemical Cc: OR OR a l 6 .090 Interlayer 090'Interlayer QQ o` 0 SentryGlos Sent yGlas 0 GI OR Xuraray America,Inc.' BR' Kuraray America,Inc.' y/ pC u 090'Interfayer 090"Interlayer 0 b Im n cool PVB Trosifol PVEI By'kuroray America.Inc.' By'kummy America, Inc,' p w 3/16•HEAT SiREN•D GLASS 3/16'HEAT STREN'D GLASS 0 AL a 2imroSILICQ6 _ate i j�jl GE 12000 < 1 jNE i jl CE 1200 0'Z � \ F3 DOW CORNING 899 \ E3 DOW CORNING 899 5('01 m n ii ii DOW CORNING 995 j it DOW CORNING 995 Q W 0 F V1 O 0 N U I W MS WI 1R AN 3 ON LBES MS WI 1R POINTS ON LITES C m WIDER THAN 36' x WIDER THAN 36' 0 1O GLASS TYPE 'C• W GLASS TYPE 'D' # p n 7/16OVERALL LAM.CLASS 7/16.OVERALL UM.CLASS B 0 w (L.M.I. & 3/16'ANN.GLASS I " EAT STRENb GLASS O F N o .075'Interlayer .075'Interlayer fA N m Saflex CP With PET Core Seflex CP With PET Care �+ Ji: M n By'Eastman Chemical Co.' By'Eastman Chemical Co.' OR OR 0 3 m 090'Interlayer .090'Interlayer C Z u- o Saflex Clear And Color Glass Safi"Clear And Color Glass F GE 12D0 y � By'Eastman Chemical Co.' By'Eastman Chemical Co: SILICONE 3/8'AIR SPACE OR 3/8'AIR OLEklu �" O U o 3 v 090'Interlayer A er m DOW CORNING 899 U ; SentfyGlos % y �I;j DOW CORN] 995 3/16•HEAT STREWD GLASS By'Kuromy Americo• Inc.' y America. Inc.'OR OR v(s 090 Interlayer . 3/16'HEAT STREN'D GLArlayer TO l PVB JB i� it ii By•kurarey America.Inc.' y America, Inc.' M4 li I:ij m I 3/16"HEAT STREWD GLASS 'HEAT STREN'D GLASS SILICONE H R d a C �3� SILICONE SILICONE GE 1200 m 6 i DOW CORNING 899 m z m GE 1200 mGE 1200 $ �g i DOW CORNING 995 DOW CORNING 899 � mDOW CORNING 899 iI.1 DOW CORNING 995 .I DOW CORNING 995 M1 ij jj jj \�, qOPTIONAL GLAZING DETAMi XL EDGE SPACER � XL EDGE SPACER GLASS TYPES 'Cl' & 'Dl' oI.Si.STEEL BY•CARDINAL• .� OSr.R STEF7.BY'CARDWAL' iE4 DR OR:IDURASEAL BY'QUANDP DURASEAL BY'QUANIX' 1``11111 l I l l!/AAA 0' OR OR SUPER SPACER BY'QUAN ' 0' IXSUPER SPACER BY'QUANIX• qA�p,•� �� -"9��� F LAs aT'I/4 PO NTS A % LL SIZES U5 AT 1/4 PO NTS ALL SIZES PRODUCT REVISED _ .70582 =complying with the Florida .A . .. TYP. ' t W GLASS TYPE 'D1' as m - = - Butltllng Cotle * a c 5 I.OVERALL INSUL LAM.GLASS 1'OVERALL INSUL LAM.GLASS moA-No. 17-0916.07 •L (L.M.I. ONLY) OF kj� drawing no. Irate n Date 0912=020 (S.M.I.) '.,'� •.•oRIDR:•���?� W 10-02 IEXTEORDER I R PLQUALIFY Y OF�TYPE MALL MISSILE&'DI'IMPACT MUST BE TEMPERED. Mia de roduct 1 ,''SAA// `'• �`\` sheet 3 of B 11/111111 v TYPICAL INSTALLATION DETAILSu THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW A� o 0 Z m m i INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL e S WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS FLANG FLANGE TYPICAL ANCHORS FLANGE t/4•MAK kLANGE a o SEE ELEV. O�. U FOR SPACING SHIMS IS OR wooD Buac METAL 0. {{uu 11 II OR TYPICAL ANCHORS STRUCTURE G:O C E3 jl jI WOOD STRUCTUR SEE E1�y h h j!j• M2 FOR SPACING M2 TYPICAL ANCSEE HORS © !I!I s O I m © n v '' LM FOR SPACING \ O 0.0 9 N E7 -' - - ao LL E7 to SZ MIN., Q pj m Li j M2 s 'TYPICAL ANCHORS •' ••. I SEE ELEV.' E3 18Y' FOR SPACING w WOOD BUCK .v ° El E3 J O ... C n 0 1/4'MAY 0 n SHIMS EQUAL LEG EQUAL LEG EQUAL LEG a. L EQUAL LEG 0 2 0 L 2BY WOOD BUCK ~ METAL c U) STRUCTURE ¢ CO=N D 61 ii ii Al OR STRUCTURE C 1 TYPICAL ANCHORS 112 � _ SEE ELEV. FOR SPACING Ed 0 317 n M3 II II S2 s I \N ' CZtJi 00_ J E2 —� :ANCH.n UM3 ! 52 TYPSEE . II I I FOR SPACING 'v 'p.. ^. °.I •SE 11�ANi HORS p Ij li TYPICAL ANCHORS \ .°' 113Y FOR SPACING Ij Il SEE ELEV. WOOD BUCK FOR SPACING o € u R PRODUCT REVISED 8 as eomplyV with the Florida m g g pL g BuTidinB Code MCA-No. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Expiration Date 0912=020 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TYPICAL ANCHORS SEE ELEV.FOR SPACING AND TRANSFER THEM TO THE BUILDING STRUCTURE. By 0 1/4" DIA KWIK--CON Il BY'HILTI' (Fu=163 KSI,Fy=157 KSI) 1111111, � r Mleml-Da Produc c n 1 `o B o 6 371 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI,Fy=155 KSI) 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) t c INTO 26Y WOOD BUCKS OR WOOD STRUCTURES INTO MIAMI-RADE COUNTY APPROVED MULLIONS INTO CONCRETE AND MASONRY - 2-1/2" MIN. � �@J' EH 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) OR INTO WOOD STRUCTURE = 1" MIN. "7 '7 b i INTO METAL STRUCTURES (HEAD/SILL/JAMBS) SSi I �O3! ? 1+ THRU 1BY BUCKS INTO CONC. OR BLOCKS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE INTO METAL STRUCTURE = 3/4` MIN. _ -_ D > 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN.) WOOD AT HEAD, SILL OR JAMBS SG-0.55 MIN. 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) STEEL 1/6"THK. MIN. (Fy = 36 KSI MIN.) CONCRETE AT HEAD,SILL OR JAMBS 1'D -3000 PSI MIN. -®t •:�` $ e DIRECTLY INTO CONCRETE OR BLOCKS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0-90 HDLLOW/FILLED BLOCK AT JAMBS fm=2000 PSI MIN. 7E OF !�` drawing no. 1-1/4"MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) �'�'` ." W10-02 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) ///�ilTlNjiAL1,tt�t sheet 4 of 6 O I TYPICAL INSTALLATION DETAILS Vt�V o THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW � a m 3 Z INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL q WOOD SUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS L °• a g o FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR 0 N TYPICAL ANCHORS 1/4'MAX �a LL SEE ELEV. SHIMS 20Y WOOD BUCK FOR SPACING Y p of 11-q11 II II ORMETAL O W p II�I WOOD STRUCTURE TYPICAL ANCHORS 'o STRUCTURE a Q g :j SEE ELEV. a D B3 II II M2 3 �S FOR SPACINGb a a: •' TYPICAL ANCHORS C°T y 3 SLE.11. Qr, 0 p II I I ,.v FOR SPACING Z Q W 7 Ii 6 A y S2 wH 1 � �ZN_ o LI I E6 VI S2 MIN, P r '71'PICA6 ANCHORS Ij!j M2r U I ^ 1 SEE ELEV.' E3 Ij II \in 3 C n •'' +gy FOR SPACING �• — '� WOOD BUCKII E6 Q E3 S e.;/+.MAX. 8 0 U V� 22 3/I�I I` BUCK HEIGHT 1/4'MAX. 'v WLL GAP GAP- woo STRUr III /u\ II♦♦ BY CGI�RE 1/2'MIN. r� 1/2'MIN. „� In�~ NOT m N O0 M 2 3/8'MIN. € C Z-^ —�♦ FIN FRAME Mz CAULKING ♦♦♦♦♦ TYPICAL ANCHORS: SEE ELEV.FOR SPACING I 1 U ♦♦` 08 SMS (GRADE 2 CRS) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES BUCK DEPTH SHALL BE 2I6'. _- WHEN USED THE MIN. WOOD 1-1/4' MIN. PENETRATION INTO WOOD 1 h THE USE OF DEEPER OR N BEVELED WOODBUCKS IS Ov n PERMITTED. HOUSE SBEY� © 2 EXTERIOR BUCK WMTH BUCK WIDTH =—_---------------—i APPRVEMIAMI—OADE COUNTY MIAMI—DADEWNTY I�1I 0 a oAPPROVED MULLION I MULLION dMWON ANCHORS 0 3 ry o m 1 1 &MULLION ANCHORS I I SEE SEPARATE NCA I I m o=o e I I SEE SEPARATE NDA II II 11 II C7 FI L�1! �t111111111/// .°i.�0 0 11 + ♦♦V .p1� PRODUCT REVISED o I I as complying with the Florida ! 1 Building Code TYPICAL ANCHORS NOA-No. 17-0918.07 -0: -- SEE ' FOR SPACING Expiration Date 091222020 ®•', OF (yam drawing no. 114 X 1'SMS. ey 'HAL o `�`�'• W10-02 Mlam ade Produc ptr �IIIIE ���♦ sheet 5 of 6 i R t 2.505 1TEM PART# QUANTPfY DESCFJMON MATEIUAL MANP./SUPPLLDiRR/EEMARES U Et CGI-118 4/WOW. FLANGE FRAME 6D63-76 - o r.O6B F2 CGI-119 4/WOW. FLUSH FRAME/FTN FRAME 6063-T6 - o E3 CGI-121 4/WDW. GLAZING BEAD(LAM.GLASS) 6063-T6 - Z y i 1.995 •812 E4 CGI-123 4/WOW. GLAZING BEAD(LAM.INSUL GLASS) 6063-T6 - 0 k w R J A65 E5 CGI-110 4/WOW. NAIL FIN ADAPTOR 6063-T6 - Q • E6 CGI-109 4/WOW. FRONT FIANCE ADAPTOR 6063-T6 M7 CGI-382V AS REQC. GLAZING BULB VINYL PVC DUROMETER 75-BO SHORE A O w `✓ 7.335 M2 CGI-124 AS REQO. SCREW COVER-OPTIONAL P/C - C lu LU3 CGI-112 AS REDD. FLUSH FRAME COVER PVC - C 8 H�n E7 FLANGE FRAME M4 - DPTIONAL GLAZING ANGLE(1 X 1/2 X 1/87 6063-T5 - V 0g M5 - 2/LITE SETTING BLOCKS EPDM DUROMEIER 8515 SHORE A CY 0W 2.505 A6B S2 `10 X 1-1/4, 2/CORNER ASSEMBLY SCREW PHL PH SMS ST/ST - O I MO F e12 LL=to g�g 1.495 -OL' 44 tD .995 065 ..13L� J TYP. Q W O+rG 1.3351 �p IIIITI� �'e O FLUSH FRAME/FIN FRAME n e J U i C � -.675 I F� I g n z A a L .995 F E:_roy�,-.:].75 Q O Ld c p w WELDED JOINT $ C E AT ENDS t.tsa-1 0 N p O N ���m GLAZING BEAD (LAM. GLASS) z D'+ n cz4 20 0— .995 1.DOD x.125 O�m LI Irl (n 1.184 E4 GLAZING BEAD (LAM. INSUL GLASS) OL42ING ANGLE (LAM. INSUL GLASS) CIRCULAR WINDOWS F y �o x.065 ' R R RECT. OR SQUARE WINDOWS c 9 1.450 .180 moon 1M 1.680 SSD Aso TYP. CORNER DETAILS m o tul7 1.395 > O NAIL FIN ADAPTER E6 FLANGE ADAPTOR ```�`���•! - AA�i'' I^1.395—y1.119 PRODUCT REVISED �; ! as eomptyln with the Florida 7 p g a 1 BO Bulldin9 Code 191 NDA-No .050 .050 - 065 JJJ 1 pg1 Expiration Data 09/Z2T2020 �(7•... ATE OF drawing no. By i��tORID�;.r'G\; w1 0-02 MIguaroda'Product Corl M3 FLUSH FRAME COVER O SCREW COVER fflllt111\� sheet 6 of 6 M IAM I- ADE MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/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. DESCRIPTION: Series"PW-701/720/820"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820.1,titled"Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13,with revision C dated 06/06/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOTA. shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0629.14 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Piasencia,P.E. NOA No.17-0614.11 c�naMl•oaoEcouNnr ;� Expiration Date: February 19,2019 Approval Date: October 12,2017 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. NID-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal®spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0629.14) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc., Test Report 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 FTL-3850,dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.01) Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.17-0614.11 Expiration Date: February 19,2019 Approval Date: October 12,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51" Edition (2014) and FBC-61h Edition(2017), dated 09/15/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE I. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White) Glass Interlayer"dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property–Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. Jorge A Plasencia,P.E. Pr uct Control Unit Supervisor NOA No.17-0614.11 Expiration Date: February 19,2019 Approval Date: October 12,2017 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5th Edition (2014) and FBC-6" Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16,signed by Ishaq Chanda,P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series"PW- 701/720/820"Aluminum Fixed Window—L.M.I."approved on 08/04/16 and expiring on 02/19/19. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.17-0614.11 Expiration Date: February.19,2019 Approval Date: October 12,2017 E-3 I GENERAL NOTES:SERIES 720/820 IMPACT-RESISTANT _ PRODUCT REVISED FIXED WINDOW 16EsiGN PRESSURE RATING ^IMPACT RATING complying with the Florida as Building Godo VARIES, RATED FOR LARGE&SMALL HOA-Mo. 17-0614.21 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE Expiration D 902(19/2019 HIGH VELOCITY HURRICANE ZONE(HVHZ). 46"TIP-TO-T1P WIDTH t 47'BUCK WIDTH 48'BUCK WIDTH 48"BUCK WIDTH By —~ 2)SHUTTERS ARE NOT REOUO2E0 WHEN USED IN WIND-BORNE DEBRIS Mtarrd- do irrodact Control REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE 441/4"VISIBLE 45-114"VISIBLE 45-y14•VI503LE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. LIGHT WIDTH LIGHT WIDTH LIGHT V1SBU 3)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY g�g1iEET 6' D,SHEET 7� 6'MAX. F,SHEETS WIDTH 2'MAX. MIAMI-DARE COUNTY APPROVED MASONRY ANCHORS.MATE RALS H SHEET USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE.ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ( 1 ANCHOR TYPE 31 I I 4)ALL WOOD SUCKS LESS THAN I-112"THICK ARE TO BE CONSIDERED A I A 9S C I C E,111:1 i E,SHEET IX INSTALLATIONS,IX WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEETS SHEETS BUCK SHEET 7 SHEET 7 G,SHEET 9 G, HEFT 9 96 JR-O6(OBlf7-UPDATED INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X yT HEIGHT BUCK E ANCHORAGE TO FBC 2017. ARE 7-112•THICK OR GREATER.IX AND 2X BUCKS(MEN USED)SHALL t� I HEIGHT BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE j i ..._ T __.. I WOOD BUCK DESIGN AND INSTALLATION 1S THE RESPONSIBILITY 9SIBL 93.1!4° OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD, OR, 12'MAX VISIBLE 12"MA)C. , VISIBLE z O.C. /1 .LIGHT O.C. 93-114"VISIBLEJ/ 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ( ! HEIGHT i f LIGHT i / HEIGHTLIGHT DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT. / NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE TIP TO i HEIGHT ' BUCK W U FRAME,INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL TIP S"MAX, ( HEIGHT > SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF i HEIGHT O.C. 0 INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND T HE SCOPE OF THESE INSTRUCTIONS. >-N = ala7 p a a 6)MAX.1/4-SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE cor W N THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE I T� I O-, p g " 38 OF TRANSFERRING APPLIED LOADS„WOOD BUCKS,BY OTHERS,MUST B-+j F-- f2'MAX.O.0 6- J L-r`-p-y (+- 12*MAX O.C. F,SHEEPB ( z o�G' M --v a 8E SllFFIC1ENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY 6'MAX SHEETS MAX SHEET 7 2"MAX, H,SHEET 9 I U a o p a THEWINDOW. S.MAX.O.C. F2 TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION o w >^ a °MO 7)DESIGN PRESSURES: f` `- r Z Z A NEGATIVE DESIGN LOADS BASED ON STRUCTURA.LICYCLETEST ELEVATION(TESTED UNIT ELEVATION(TESTED UNIT) (TESTED UNIT) -_- PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. W B,POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, j O STRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS FIGURE I: 1-\ LU ,- PER ASTM E1300. GUIDE TO SHEETS: 12.O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK -1 C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. MAX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2.5. rq a,y Iaa4S GENERAL NOTES....._._..._._._1 ANCHOR SPACING TO BE 6"MAX FROM CORNERS AND 12"O.C.MAX FOR ALL CURVED FRAME ® m Z ELEVATIONS-..._.,„._.........._,_1 V tJ) RETIE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO MEMBERS,SEE FIGURE i,THIS SHEET, at LLI F RESIST THE VANOLOADS CORRESPONDING TO THE REQUIRED DESIGN ("LAZING DETAILS_.._........-_.2S x � F- Z, PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN DESIGN PRESSURES.............._..2-5 12'O.C. - WIDTH--,,,( )•-•WIDTH•�„{ a z ajn� INSTALLATION,FLANGE..__.....,6 MAX ` )^WIDTH--I } -'WIDTH-►{ Q THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS - 2 INSTALLATION,EQUAL-LEG.-.T i”"--- - - - -, r -'1 r- -1 °^ USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT INSTALLATION,INT,FIN A___._8 ( ( o N N COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET 1 ,[ r I � ( I F^ 0 r�o? INSTALLATION,INT.FIN H_........9 -L,� LtO THE REQUIREMENTS OF THE FLOR1BA BUILDING CODE FOR CORNER ASSEMBLY........_._.,..10 w I u7 2 Q X W D.a CORROSION RESISTANCE. EXTRUSION PROFILES................11 MAX _ � � � x � � =I � I =! I � � U LL (.9 9 PARTS LIST....... _..1f L_ _1 1__ _.J a81 'xa0 sapa5 REFERENCES:TEST REPORTS FTL-3835,3650&7212;ELCO 1 Ul'TRACON NDA;ELCO CRE7EFLEX NOA;ANSUAF&PA NDS FOR M._ i" WIDTH---+{ �-•"--WIDTH-�•{ E+-WIDTH-+j I^+WIDTH-►( ZL11 llll WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL TABLE 1: tt 1Q)THEUSES OSERIES USESA VSI AND 82ERERIESMMYALSO BE TY Deet4tiaa Suet T r-' -� --� 0- - r ,REFERRED AS THE 701 SERIES 1 7116-Lam! 16'An-.09T PVB-3'16•HS) 2 _2 7/18•Lamt 16"HS-.090'FVB•3flfr HS 3 3 1.1/18'Lami.IG(3/IVT-7116'Alr-3'16'An•.090"PVB-3116-H9 2 CODES1 STANDAR05 USED: JL- J r x2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 4 f-1118'Lauri.ID 16'T-7/16•Rtr-3"18'HS-.090'PVB-3lt6'NS 3 6 7116'Lem! 16'An•.090"SG•3/18'An 4 ) w1DTH--—"-� F-- WIDTH--i F--WIDTH---I WIDTH '?� 1 -2014 FLORIDA BUILDING CODE(FBG),STH EDITION _ ("-_ `""I 8 7lis tent! f6'HS-.090'SG-3116•HS 5 r ASTM El 300-09 T I-----. --} aANS1/AF&PA NDS-2015 FOR WOOD CONSTRUCTION 7 14116'LamL IG 16"T-7/16'Air-3'16"An..090"SG-3116'M 4 I RIOP.-'"G\�: ALUMINUM DESIGN MANUAL,ADM-2015 R f•1t151arM.K3 18'T-tti6°A!r-3+f8'i-Pa-,G90"SO-3tf6' S n t7( E � `rfONAt aAISI$100.12 'SG'_"tOJRARAY SENTFiYGLAS INTERLAYER'BY KURARAY AMERICA,INC. !� ai =I I = 7j111 I!I I It 111` .AISC 380-10 -PVS'='KURARAY TROSIFOL®PV13 INTERLAYER'BY KURARAY AMERICA,INC. ! _ A.LYNN MtCLER,P.E. l- P.Ek W706 TABLE2: - - PRODUCT REVISED Window Design Pressure(41-.psf)ibrGlass Type I B nal^""'nd9 with the Florida L Ong ON NOA-rip. 17-0614.11 67-718 72 T6 80 84 681 52 96 1104 109-172 7116'LAMINATED GLASS STACK ExPlratfod Date 02119/2019 .80 30 +1 +18 +1 0 .80 +1-80 +180 +1.60 +1-80 +1-80 +18-8 0 48.80 *1-80 32 1180 +1.80 1180 4180 +!$0 +180 +180 +180 +!m 780 +1-80 .090"PV8 INTERLAYER Miami-D a Rrodnct Cantrd 34 +180 +(80 7 60 +1.80 +180 +180 +180 +1.80 +180 N-79.8 H-79.4 38 +180 +J80 +180 +180 +180 +180 +1-79.7 +1.7.2 +1-75.1 +1-73.4 +1-722 3116'ANNEALEO GLASS 3/16"HEAT STRENGTHENED GLASS 38 +f-80 +180 +180 +180 +t80 +f-761 +f-75.2 +i-725 +1-7113 +t-68,5 +I.6&3 40 -180 +180 +180 +7.79.8 +1-77.2 +1443 ZI-71.3 +1849 +185.1 +183.4 +1-58.8 4 11 42 +180 +7$0 4180 41.77.4 +t-74.3 +1-71.3 +188,2 +1847 +181.6 N-59,8 +1-58.2 44 +1.80 +180 +1.78.9 +/-754 -1•721 +/869 +1-65.6 +1822 +159.7 41.57,5 USED AT CURVED 48 +180 +180 +1-77.2 +1-73.8 +1-70.1 +1-668 +183.5 +18(13 +tbT-7 FRAME MEMBERS ONLY 29 48 +140 +I-743 +t-758 M-71.9 +/8&3 +1:9K9 +181.5 +158.2 @ 11.7/8'O.C.MAX. , �--- LONG SIDE 50 +1-80 +7t-77.5 N-74.1 d-70.3 +1.66.7 +J-611 VW-7- GLASS SITE -1��- 52 +/779.1 +1-756 +(724 +488.8 +186.1 +181.5 I8 f 54 t1-77.4 +1-73.6 +/-70.5 +W.3 +/-63.5 SHORT 56 +1-758 +1-72 +/-88.6 +1-6&3 EXTERIOR SIDE NO CHANGES THIS SHEET. 68 4/-74.2 +1.70-3 +18&8 20 13 60 +1-727 +t88.7 +185 62 +171z +187.1 GLASS TYPE 1 64 +J847 68 +1863 f-►- LONGSIDE ---+•� 87-776 +1.67 SHORT w Y U SIDE 1/ > ,/ iz�Lu •"a6 Q _ C9 N a7aQ G1 TABLE DIMENSIONS MAY BE LU -re- HORIZONTALLY ry TABLE 3: ORIENTED VERTICALLY OR p J o o. Z g t h- HORIZONTALLYAS SHOWN. Z>r.m '- =1 �arQ Q Window Design Pressure(+1 pst)for Glass Type 3 ®rs o W Ltn9Sde6n) UI 67-718 72 78 80 84 88 92 98 tm 104 109-112 1-1116'NCM. F W 30 +180 +f8o +1.80 +f-80 +180 +180 +180 +180 +tom +180 +180 ��" GLASS STAOK 7/16-LAMINATED aro Z 32 +180 +180 +180 +180 +1.80 +1.80 +180 .1-80 +I +180 +480 1 118• EAT GLASS ACK 0 2 U Q � u. 34 41.80 +480 +180 +1-80 +180 +180 +1-80 +180 .7-w +f80 +180 STRENGTHENED CLASS 36 +1-86 1180 +480 t/80 +180 *!80 +f80 +180 +180 +180 1180 3116'TEMPERED GLASS C4 36 +1.80 11-80 +180 +/80 +1-80 +180 +/80 +180 +1-79.4 +178.4 +1.74.3 -7 40 +180 +1.80 +180 +180 4180 +i$0 +180 +1-7(17 +f-73.5 +/-70.9 +189 7116"AIRSPACE 3118'A PN�ED G� SHORT F'• Is+4S 42 +180 +180 +/80 +180 1180 -149- +1- 4!-731 +189.8 +1-08.9 +185.2 11 INTERLAYER SIDE ® Z � 44 +1-80 +180 1180 +1-80 +180 +i--77.8 +I--74.1 +t-70.3 +187.5 *183.9 46 +180 +1.80 +1.80 +/a +1-79.2 +1-764 +1-71.7 +1861 +185.1 5 3: W M v 48 +180 +1.80 +180 11$6 +1-71.2 +1-733 *1-69.5 +t858 O co z ip USED AT CURVED t0 +l$0 +1.80 +120 +/-79.4 +1.75.3 t1-71.3 H-67.5 4 elo5S +=' FRAME MEMBERS ONLY 29 518" `< K 52 +186 +1-80 +186 +I 77.7 +!•73.5 +1846 1 t-718'O.C.MAX GLASS SITE O D" o O 54 +f w +180 +179.6 +1-76 +1-71.8 1$ - LONG H z n� 58 +1-80 +1.60 +t-R.5 +t 73.8 SIDE 58 *!•80 +/-79.4 +1-75.4 EXTERIOR O X d 00. +1.80 +1--77.6 +1-73.5 17-VS +/-80 +1-75.8 4 137 21 13 s O +/-772GLASS TYPE 3./-749 SHORT Vit/ --i SIDE `\ ,���••.....N O,r vir- �a No.58705 NOTES: tS� ..... 1)BUCK DIMENSIONS SHOWN,FOR FLANGED WINDOWS,SUBTRACT T FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. tl�lIVjAj 1�NG``` 2)FOR STIES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCH RECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. A LYNN MILLER,P.E. P.Ee 68705 PRODUCT REVISED ac comp ng with the Florida TABLE 4: Bullding ode NOA-No. 17-0614.11 Window Design Pressure(+/.,psf)for Glass Types 2&4 Long S ae(n) Explratlon Oat*02119/2019 8T-718 72 76 80 84 88 92 96 100 104 109.112 112 116 120 124 120 132 133 140 144 By 30 +1.80 +1-80 +1.80 +/SO +1.811 +ISO +1-00 _ +1-80 +1-00 +1-80 +1_80 +1-80 +/s0 +1_80 +1�0 +1-80 +/.80 _ +1-80 H-80 +1.80 Miam" roduct Central 32 +1-80 +150 +fSO +1-80 +/SO +1-80 +1.80 +1-80 +ISO !+/-SO +4-80 +ISO +1-80 +1.80 +1-80 +150 +1-80 +ISO +1430 +1-80 34 *1$0 +1.00 +1-80 +f-80 MSO +1.80 +1-80 +ISO +ISO +150 +ISO +ISO +ISO +ISO +/SO +ISO MSO 36 H-80 +1.80 +/SO +1-80 +ISO +1-80 +1-80 +ISO +150 +1-80 +150 +/SO +/SO +150 +IPA +ISO 38 +1.00 +150 +ISO +ISO MSO +1-80 +150 +lSO +/SO +1-80 +150 +ISO +ISO +150 40 +150 +ISO +ISD +150 +ISO +1.80 M-80 +ISO +1-80 M-80 +1-80 +ISO 42 +f-80 +1-80 +ISO +r•80 *ISO +/•80 +1-80 +1.80 +/-80 +1.80 +150 44 +1SI1 +150 +/SO +/SO +1.80 -1-80 +ISO +1-80 +1-80 +1-80 46 +1.80 +i-SO +1.80 +/SO +1-80 +/SO +150 +lSO +ISO 48 +1-66 +150 +1.80 +I-8D +1-80 +1-80 +I80 +1-80 w 50 +/-80 +/SD MSD +1.80 MSD MSO +ISO Q 52 +ISO +150 +1-80 +1-80 +1-80 +1-79.1 NO CHANGES THIS SHEET. 54 MSO +150 +1-80 +1-80 +/-78.8 56 +!-80 MSO +lSO M•79.1 58 +1-00 MSO +1-80 ' z 60 +ISO +ISO +1-79.3 62 +1Sf1 +ISO .. 84 +150 +150 66 +1-80 m 2 U 67-7/8 */-80 z NOTES: > a nab 7)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. w r 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 0 O u1 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE 1N THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N =m Of `9 Ill (O`I z Z J O a Z tg n IL c� n J unc�0 O =U ou Lu LtU1 � ®-rcI '1-1116'NOM. TABLE DIMENSIONS MAY BE � a Z '/ AO GLASS STACK 7/16'LAMINATED ORIENTED VERTICALLY OR O Z m O N _ 7116"LAMINATED ,.LGLASS STACK HORIZONTALLY AS SHOWN. '- I.- W u. GLASS STACK I - g J O 311 S'HEAT STRENGTHENED GLASS LONG , m 4G— -N, VB INTERLAYER 3/18'TEMPERED GLASS 3116'HEAT STRENGTHENED GLASS SIDE •--1 'HEAT r— LONG SIDE ,1</ m W 3/16"HEAT STRENGTHENED GLASS 7/16'AIR SPACE .090'PVB INTERLAYER P ® Z 7aayg N f1 SHORT _ 0 ED ~ 5 SIDE +. p ED LuUSED AT CURV + _ SHORT I a Z �USED AT CURVED 518' 1— 'I SIDE Lp LL o0 FRAME MEMBERS ON818' FRAME MEMBERS ONLY 29@ 11-718"O.C.MS BITE 811-7/8'O.C.MAX GLASS BITE (9 r m 1� X W d0.im EXTY"EXTERIOR 21 13 �- LONG SIDE �i aa!lLL s°ua5 1 7 GLASS TYPE 2 GLASS TYPE 4 SHORT DE LONGSIIDE L.... �•,,� �*� No.8705 =� SHORTST r O ��:��` SIDE i�'n�S-..'GORIDI;.•'-G\2� 701VAL IEN.�. A LYNN MILLER,P.E. RE A 58705 PRODUCT REVISED TABLE 5: Window Design Pressure(+F,psf)for Glass Type 5 as eomplying with the Florida Building Code Lm0 Side(N 7116'LAMINATED NOA-No. 17-0614.11 81-71� 72 76 80 Ba ee 92 96 100 104 10942GLASS STACK Expiration Date 02/19/2019 30 +901-1225.4 +901.120 +901-115.5 +9q-111.5 +901.108.5 +91-106 +901-1045 +901-103.5 +96'-1025 +901-100.7 +90!•97.9 ,090•SG INTERLAYER By 32 +901.118.9 +91-11°.8 +901-105.3 *9N-101.6 +W1.98.7 +901.95.7 +901-923 +90f41D.5 +901-W3 +1.89.9 +Ib9 34 +901-108.9 +90/-103 +901.98.8 +9&-95.1 +90/-91.8 +1-88.2 +1•84.4 +/-81.5 +1-80,1 +1-79.8 +1-79.4 3116"ANNEALED GLASS Mlam Dad roduct Contror 36 +99102.6 +9d-97.1 +91-928 +1-88.9 +/-85.5 +1828 . +1-79.7 +t-772 +175.1 +1-73.4 H-722 3/16•ANNEALED GLASS 38 +901-98.4 +9D'-92.2 +1.88.7 +I-83-2 +/-80.7 +l-781 +/-75.2 +1-725 +1.711.3 +1-88.5 r1b6.3 40 +91.94.8 +1.88.2 +1-828 +I-79.8 +1.77.2 +1.74.3 +1-71.3 +1-67.9 altit N•83.4 +/-81.8 4 11 42 +901-9i.3 +/.84.7 +680.7 +1-77.4 +1-74.3 +/-71.3 +168.2 +1-847 +1-81.8 +1-69.8 r1S8.2 USED AT CURVED 44 +l-8fl3 +1�.4 +l-78.9 H-75.4 +/_721 +158.9 +1.85.8 e/b22 +159.7 +1.57.5 FRAME MEMBERS ONLY 29 518- 46 +1-854 +1-80.8 *f-77.2 +/--a6 +/-70.1 +1868 +1-83.5 +f-803 +757.7 Qa 11-7/8.O.C.MAX. GLASS BITE 0 48 +1-827 +1-79.3 +1-75.6 +l-71.9 ;7/- 3 +1-84.9 +1-61.5 +158.2 �- LONG SIDE 50 +1-809 +1-T7.5 +1.74.1 +I-70.3 ♦1-68.7 */831 +159.7 1-2 T c +1.79.1 +/-75.6 +f-724 H-88.8 N�.1 +!$1.5 E 52 SHORT m 54 +l-77-4 +1•73.8 +I-70.5 +1-673 .1-83.5 EXTERIOR �j NO CHANGES THIS SHEET. 56 +1.758 +-72 +15&61 +1{ 3 20 13 SIDE 1y 58 +1-74.2 +1.70.3 +I-88B 60 1-727 +ra 7 +/-85 GLASS TYPE 5 62 +1.71.2 +187.1 64 +1-% +1-85.5 66 +1--6 -I-�•+- LONG SIDE 6T-718 .1.67 ! z Y U SHORT // > ' SIDE Jb' � w � ❑ ar' >- CA Z e eO 0 m TABLE DIMENSIONS MAY BE c)-q- o W n TABLE 6: ORIENTED VERTICALLY OR O-1 Z •t9 Window Design Pressure(+7-,psf)for Glass Type 7 HORIZONTALLY AS SHOWN. Z LL m " LU U V o oR 0 Long side(n) F Z•O 'YaNO 67718 72 76 80 84 BB 92 96 100 104 109.1/1 1-1/16°NOM. p W 30 +80%130 1 +901-130 +901-130 1 +901-126 x909122.61+1-75.4 .8 +9/-118.1 +90/-117 +901-115.8 +901-1127 +9(-109.9 GLASS STACK 7116•LAMINATED ,dl/ o n z M � 32 +90/•130 +8(/-125.1 +901-118.91+901-114.8 +901-111.5 .1 +90/•104.3 +901-1024 +901-102 +9/-101.4 +901-09.7 GLASS STACK ! �Z u F W LL 34 +901-173.1 +80'-118.4 +901-111.7 +901-107.5 +9Df•1°3.8 .7 +90(-95.3 +80/521 +901905 +/50 a/-89.8 Q 38 +901-118 +901.104.8 +901-104.8 +9N-100.5 +9 .63 a/9D +/97.3 +/•84.9 +/-82.3 +/$1.2 3/16'ANNEALED GLASS J --1 O 3/16-TEMPERED GLASS Ql 'a' 38 +BN-111.2 +801-104.2 +90/•97.9 +9/194 +90151.1 +1.84.9 +1-81,8 +/-79.4 +/-76.4 H-74.3 3116'ANNEALED GLASS a qD x90/-108.9 +90159.8 +9993.4 +901-90.1 +/97.2 +1-80.5 +1-76.7 +/-73.5 +/-70.9 +/59 TMG AIR SPACE ,OBO-SG INTERLAYER SHORT 9 y W ra�4S 42 +909103.2 +90155,7 +90012 +/97.4 +/-&i 6 +977 +/-731 +199.8 468.9 +/95.2 SIDE 0 Si Z j 44 +9159.7 +90153.1 +199.1 +1.852 +/-01.48 +174.1 +/-70.3 +W.5 +/-63.9 11 c 46 +901-98.5 +90151.3 +/97.2 +/$3.2 +/-78.24 +/-71.7 +1-68,1 H-05.1 5 U) Z s 48 +901-036 +1.89.6 +f.85.4 ♦1-81.2 +/-77.2 +/-733 +/99.5 +Ib58 O y USED AT CURVED Df Df 19 50 +80151.4 +1.87.fi +/93.7 M79.4 +/-76.3 +/•71.3 +1.67.5 FRAME MEMBERS ONLY 29 S/8' ¢ ❑ " 52 *f-89,4 +/95.5 +/91.8 +1-77.7 +673.5 +159.5 GLASS SITE a Z D. rn 54 +/-87.5 +l-83.4 +/-79.B +1.78 +/-71.8 11-7/8°O.C.MAX 1-2 LONG g r m 56 +f-85.6. +151.4 +/-77.5 +173.8 SIDE O 58 +1.83.8 +/-79.4 +1-75.4 W as 60 +821 +-77.6 al•73.5 EXTERIOR o O 82 +/-80.4 *975.8 a isle 21 13 111 'asap vaunS 84 +/-78.8 +1-74 66 +177,2 GLASS TYPE 7 67-7/8 +1.74.9 SHORT �\,`��-•••' H�1/ �i SIDE : �: VGENgF'•,l`tT No.58705 �Qf � •. %mss•'�<ORIDI;••••G�=: NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1•FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. - "//S70NAL 1�N\\\` 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. A.LYNN MILLER,P.E. P.E.O 58706 PRODUCT REVISED as complying with the Florida TABLE 7. Building Code Window Design Pressure(+h,psQ for Glass Types 6&8 NOA-No. 17-0614.11 Expiration Data 02119/2019 Long Side(n) 87.7!8 1 72 76 1 80 84 1 88 92 95 700 104 1 109-V2 112 1 116 120 1 124 128 1 132 135 140 144 By 30 +901-130. +901-130 +901-130 1 +901.130 .901-130 +901-130 +901-130 +gai-130- +901•130 +901-130 +901-130 +9W-130-1 +901.130 +901.130 I +901-130 +9W-130 1 +901-130 +901-130 +901-130 +90'•130 Miami-Dad rouct Control 32 .901-130 r90l-730 x901.730 +901.130 +901-130 +901-130 x901.130 +901-130 +401.130 +90l-730RIA1, x901-130 +901-130 +90(-130 +901-130 +901-130 +901.130 +g0/-130 •901-130 +901.130 34 +901-130 +901-130 +901-130 .901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +9W-130 +901-130 +901-130 r9W-130 +901-130 +901.130 36 +901-130 +901-130 .90l-130 .901-130 +901-130 +901.130 -130 +901-130 +901-130 +901.130 +901.130 +g0/-13D +901.130 +901-130 +901-130 38 .901-130 +901.130 +901-130 +901.130 +901-130 +901.130 +901-130 .901.130 +901.130 +901-130 +901.730 +901.129.2 +901-127.3 40 .901-130 +90/430 +9W-130 +901.130 +901-130 +9W-130 +901-130 +901-130 +901-730 +90f.126.8 +901.122 42 +901-130 +901.130 +901-130 +901.130 +901-130 +901-130 +gW-130 +90.129.3 +90-123.2 +901_119.7 44 +901-130 +901-130 +901-130 1 +901.130 +90/_130 +9W-130 +BW-130 +90'-124.5 +901-119.4 +901415 46 +901-130 +901-130 +901-130 1 +901-130 +901-130 +901-130 +901-126.9 1+901-120.5 +901-115.3 48 +9(Y-130 +901-130 +901-130 +901-130 +901-130 +901.129.7 +901-123 *96'-116.5 �° 50 +401-130 +901-730 x90/•730 +401.130 +901-130 +901-1262 89,41-119. tTHIS SHEET. P 52 +901-130 1 +901430 +901-130 +901-73D +901-130 +8981-123 O CHANGES ro 54 +9W-130 1 +901-130 +901-130 +9W.13D +66.81-127.1 58 +901-130 +901.130 +907-130 +89.41-129 58 +901-130 +901-130 +901-130 s 0 0+90/A30 67-718901-130ffi.61-129.62 01-130 84 901.130 IL a (a 68NOTES! U xey ? 16 _ BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT I-FROMTHE TTP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. .-• 1: 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. �3 °7O0 N 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY Frr WRHIN. N i m 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. 0 0) o O� o a Z B 1` Z D.. 0 o O ::i Mm0 0 LU U d a� 0 FW-tu v! W d TABLE DIMENSIONS MAYBE j a VERICLLORIENTED YOR Z Z O 1-1116'NOM• SHOWN W LL GLASS STACK 7116"LAMINATED LONG U 7nOGLAASSSIST CK GLASS STACK SIDE Q Q N 3116'HEAT STRENGTHENED GLASS f� LONG SIDE y ♦- ~ .090'SG INTERLAYER 3/16-TEMPERED GLASSP fn iL la'4$ HEAT STRENGTHENED GLASS ® $' Z d' 3116"HEAT T- -3/16* 3h6'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16'AIR SPACE -.090"SG INTERLAYER SHORT = ,y I,,, O to Z 4 11 .5 17 51+E 1� --•-I SHORT LL Z a a1- USEDATCURVED USED AT CURVED J-_ on OI-� Z �m FRAME MEMBERS ONLY p9 518" FRAME MEMBERS ONLY 29 5✓8' w 0 @ 11-7l8.O.C.MAX. GLASS BITE @ 11-7/8'O.C.MAX. GLASS BITE U X W d d 1 2 1-2 I-►- LONG SIDE �-� LL 0 a01 '°sa0 EXTERIOR EXT�EtR,IOR (OT 20 13 fir-' ste 27 13 SHORT LONG \�.`� (...... Yh/N ,�1, `Y GLASS TYPE B v- GLASS TYPE 8 sI SIDE '�: �,IGENSF••�!��� * No.56705 .13'= q SHORT pO�••. S"`T ISI�.'��; SIDE '•.R2pR1pP,.•'G�C� /ON N �AfAL fE��.`� A LYNN MILLER PP. REM 58705 PRODUCT REVISED as complyln with the Florida Bu,,d,,g Code 2X wRAM NG,SEE INSTALLATION INSTALLATION NOA-Na. 17-0614.11 EDGE OR FRAMING,SEE DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B EMBEDMENT Bxpiratlon Data 02119r2019 INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, TYPE A 1/p•MAX SEE NOTE 2,THIS SHEET -• BY Miami de uct nV 0 EMBEDMENT r SHIM I t TYP.ANCHOR TYPE,EMBEDMENT AND EDGE EDGE DISTANCE PER SUBSTRATE, DISTANCE EDGE 8 SEE TABLE 8,THIS SHEET DISTANCE . �114'MAX i 1 SHIM 1 I 4 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE ' DISTANCE PER SUBSTRATE. NO l�-IANGES THIS SHEET. 11 SEE TABLES.THIS SHEET 11 � USED AT CURVED EXTERIOR _ 29 FRAME MEMBERS ONLY "! 4 11 0: @ 11-718'O.C.MAX. CONCRETEICMU T� PER ANCHOR VISIBLE LIGHT WIDTH= 5 , REQUIREMENTW W OOW BUCK WIDTH-2-a/4' WINDOW BUCK WIDTH CONCREFECMU m CJ WINDOWTIP.TO-TIP WINDOW WIDTH PER ANCHOR Lu EXTERIOR BUCK REQUIREMENT of HEIGHT a 1r4•MAX SHIM HORIZONTAL SECTION A-A g o.a 0 N >-N II I f TIP-TO-TIP cc) ILMI n WINDOW STEEL O-1 o o•m Z /9 HEIGHT VISIBLE SELF-DRILLING SMS TABLE 8: Z LL m S W ° LIGHT (GS),SEE TABLE B, =W`� HEIGHT= THIS SHEET Anchor Substrate Min.Edge Min.Embedment Max O.C. .V V p p 5? O t WINDOW ` Diatenee Spacing 11 Z -T a D 'ON BUCK P.T.Southam Pine G=0.55 9/16• 13/8" 12' ~W.1. o CJ 3110 HEIGHT- Ahminum 606375 min. 318- 0.063" 12' 2,14• INSTALLATION #12 or#14410 SS Screw o rn O LL A38 Steel 318• 0.063'• 12• Z METHOD D Steel Stud.Gr.33 min. 318• 0.045•(18 Ga)• 12' p f INSTALLATION ANCHOR P.T.Soulhcm Pine(SG=0.55) 9116• 1.7/8• 10 10 III UNDERNEATH THE AJUmkwm,606375 min. ale• 0.063•• 17 4 Z #12 or#14 St-I Screw(GS) BEADING EXTERIOR A36 Steel 318• 0.063'• 1Y m hays Steel Slud,Gr.33 min. 318' 0.045'(18 Ga)• 12, ® Z i Unpmuted CMU, BMW 2-1/Y 1-114' 12' QF MIAMI-DADE APPROVED MULLION V4'410 SS GateFka Concrete(min.3.35 k3l) 1' I-V4' 12' x 21 SEE SEPERATE NOA ALUMINUM, Z ( Concrete(min.2.85 ksi) 1' 1.714" 1Y < �p y Dion 6 STEEL FRAMING OR STEEL STUD. C.Mmte(min.285 ksl) 2-1/Z' 1.310•' 12' e- Z ? SEE SUBSTRATE PROPERTIES, 114'Steel Utracon 3. W N N TABLE B,THIS SHEET 6Rj'.dad CMU,(ASTM C®0) 2-1/Y 1-1/4' 12' O 5 �1/4'MAX SHIM Grouted CMU,(ASTM G90 2-1/Y 1-314' 12' LU LO 5118'Steel UBmeon Concrete(min.3.5 ksi) 1-114' 1.V4' 12' U W 3?� Greutod CMU ASTM G90 2-112 1.714' 12' LL MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE LL 1X WOOD BUCKSTRIP, 'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 81 '�w seuas SEE NOTE 2,THIS SHEET INSTALLATION NOTES: �``` O�•(LYN. t CONCRETE PER 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE '��=••L10EN3• EMBEDMENT , ANCHOR DISTANCE LIMITS. • •'`F� REQUIREMENT2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1)C.ARE BUCKS WHOSE TOTAL MIn Fr Mm.F„ No.58705 _ THICKNESS IS LESS THAN 1-1a.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE sled 6— 02 ksi 120 MI • INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 7X•ARE 1-112• 410 Sanw 90 kat 110W C II EDGE• TYP.ANCHOR TYPE,EMBEDMENT THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE Elm tAwWrA 155 ksi 171 kat .?J '( IS (V INSTALLATION Y� DISTANCE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 410 SS El.O. 1.0 WIA ks1 IBM?kW �O ST TE AND EDGE DISTANCE PER 6WWMAl-I=t 10 kat 22 k.1 ���•• FCORIOI;.•" TYPE B SUBSTRATE,SEE TABLE B,THIS SHEET 3.FOR ATTACHMENT TO METAL'THE STRUCTURAL MEMBER SHALLBE OFA Sl7E TO A38 stad 36 kat se kat VERTICAL SECTION B B PROVIDE FULL SUPPORT TO THE WINDOW FRAME. I Gr.33Std&W 33kd 45 ksi '//,/ONALE?�`� 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER P.E. P.EJ158705 PRODUIyCT REVISED 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION Bud g L`on®ewlth the Florida NOA-No. d 17.0614.11 EDGE OR FRAMING,SEE TYPE G TYPE F EMBEDMENT DISTANCE NOTE 2,THIS SHEET 1X WOODBUCKSTRIPExpiration Date 02/19/2019 , EMBEDMENT SEE NOTE 2,THIS SHEET By INSTALLATION I 14•MAX 7 mjanntDaqwproauct Control EMBEDMENT SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE TYPE E EDGE DISTANCE PER SUBSTRATE, S SEE TABLE 9,THIS SHEET DISTANCE EDGE DISTANCE �1/4•MAX 2 2 SHIM ,•, 4 TYP.ANCHOR TYPE, ' EMBEDMENT AND EDGE i NO CHANGES THIS SHEET. 11 DISTANCE PER SUBSTRATE, 11 SEE TABLE 9,THIS SHEET EXTERIOR USED AT CURVED EXTERIOR 29 FRAMEO.C. ONLY �'�. •:.••. I 415 11 I 5 ®11-7/8'*O.C.MAX. CONCRETE/CMU I -r---- VISIBLE LIGHT WIDTH- r..{ Y' PER ANCHOR 3W BUCK WIDTH-2314' REQUIREMENT f WINDOW BUCK WIDTH CONCRETE/CMU W WINDOW PER ANCHOR > t� BUCK HORIZONTAL SECTION C-C REQUIREMENT O r HEIGHT 114"MAX.SHIM t°t7 O m TABLE 9: STEEL Metwr Substrate Mkt Edge Mln.Embedment Max O•C' 0 r W , N SELF-DRILLING SMS Distance Spackq O J po a m Z 36 17 (G5),SEE TABLE 9, P.T.Southam Pine SG=Q55) 9/16' 1..'18• tr LL VISIBLE ( Z rD ^ ZI LIGHT THIS SHEET Alumlmxn 6063-T5 min. 318' D.1/63• 12• =Uj �a W � HEIGHT= 012 or#14 410 SS Screw p38 Steel 3/8' 0.063'• 17 L)U o ®� ❑ WINDOW .� Steel Stud Gr.33 min. 3'e' 0.0W 18 Ga• 12' FW-Z IT 0 a O •J/N BUCK P.T.Souttwun Pine(SG=0.55) 9/18' 1318• 1r ^W i z HEIGHT- Aluminon,8083-T5 min. 3/e• 0.063•• 12 p O 2-314" INSTALLATION 012w#14 Steel Scmw(G5) A36 Steel 918' 0.063•• 1r �Z -- 8 F- Z IL TYPE f"I Steel Stud,Gr.33 min. 3/8• 0.045'MS Ga) 112— G O O EXTERIOR 114.410 SS CreteFkx Ungiooted CMU,(ASTM 090) 2-112 1-1/4• 17 J F-Q a` Conemte(min.3.35 ksI) 1• 1314• 12• H J Concrete(min 2.85 k.1) 1" 1314• 1r ® r0 J 1aa45 114•Steel Uluacon Concrete(min 2.85 ke 2-117 13/8• 12, z Q F• MIAMI-DARE APPROVED MULLION Utgmuted CMU,(ASTM C-90) 2-1/2' 1-114' 1Y = �: Z Z 21 (SEE SEPERATE NOA),ALUMINUM, Grotded CMU,(ASTM 080) 2-tlr 1-3&4• 12, p STEEL FRAMING OR STEEL STUD. Canerete(min.3.5 ks0 1-114' 13&4• 17 < ❑ (� aloas 6 5116'Stool Uftmcmt _ SEE SUBSTRATE PROPERTIES, Growled CMU,ASTM 090 2-11T 13l4' it p Z J o o TABLE 9,THIS SHEET •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. r n m 5 �1/4'MAXSHIM 'UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. W = tx LL as INSTALLATION NOTES: 1X WOOD BUCKSTRIP, alto •area saue5 SEE NOTE 2,THIS SHEET 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE ` DISTANCE LIMITS. �• Y LYNV4f ll . Mat®id Mir.Fr MK r. `� �ON• /�/. _ CONCRETE PER 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X'.ARE BUCKS WHOSE TOTAL 't y\CENSE••y i Steel Bann 82 ku 7i2Ok.1EMBEDMENT ANCHOR THICKNESSIS LESSTHAN 1-12'.1XW000 BUCKSARE OPTIONALIFUNITCAN BE410Serew90 kat REQUIREMENT INSTALLED DIRECTLY TO SOLID CONCRETE.WOW BUCKS DEPICTED AS VX'ARE 1-12' Elco UneCen® 155W _*: No.58705 THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE 410 59 Ebo 4eteF1 127.4 ki ENGINEERED BY OTHERS OR AS APPROVED SV AUTHORITY HAVINGJURISDICTION. 6063-T5 Apsrynum 16 kd •p G I / �. INSTALLATION A36 St" 36ta aka l / TYPE F — EDGE TYP.ANCHOR TYPE,EMBEDMENT 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO Or.33 Steel Stud 33 kal 4S kal ��Q S TE F� DISTANCE AND EDGE DISTANCE PER PROVIDE FULL SUPPORT TO THE WINDOW FRAME. ;C, SUBSTRATE.SEE TABLE 9,7HIS SHEET i •.-CORIOP.�-G\,� _ VERTICAL SECTION D-D 4.IFAPPUCASLE,LOWERDESIGNPRESSURE FROM EITHER WINDOW ORMULLION NOA 7/,,�0/\1gL E11t APPLIES TO WHOLE SYSTEM. �/IlI111111\ I A LYNN MILLER,P.E. P.E#58705 PRODUCT REVISED TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIF INSTALLATION INSTALLATIONas 1Code Ing with the Florida EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE TYPE J 17 DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET TYPE K HOA-No. -0614.11 EDGE SEE TABLE 10,THIS SHEET Expiration 2/ DISTANCE 1141 MAX Da to SHIM EDGE DISTANCE INSTALLATION DISTANCE By TYPE I 2X WOOD SUCKSTRIP 2X WOOD SUCKSTRIP Control OR FRAMING,SEE OR FRAMING,SEE NOTE 2,THIS SHEET TYP.ANCHOR TYPE,EMBEDMENT AND NOTE 2,THIS SHEET 1!4•MAX EDGE DISTANCE PER SUBSTRATE, 3 SHIM SEE TABLE 10.THIS SHEET 4 EMBEDMENT 2XW D 00 FRAMING,, TH SU N, 'CK TRIP 'SE E T 2X M OR T OD FRAMING, A TH 'U MC I kNC2 NOTE IS TY, TYPE'EMBED 5_0 E NCE PER SUB T.. ID._J.-H EMBEDMENT 11 L NO CHANGES THIS SHEET. USEDATCURVED EXTERIOR 29 FRAME MEMBERS ONLY @11-718'0.C.MAX. EXTERIOR 4 I __ !�r' 11 WINDOW VISIBLE LIGHT WIDTH 5 SLICK WINDOW BUCK WIDTH-2.3W W U) - HEIGHT WINDOWBLICKWIDTH > U9 3: �F 114°MAX.SHIM Of 0 HORIZONTAL SECTION E-E VISIBLE INSTALLATION Z LIGu-HT HEIGHT TYPE L zj -0 0 WINDOW EDGE DISTANCE 3: gSR W DUCK #10 STEEL TABLE 10: Z.5t s a 5 HEIGHT- SELF-DRLUNG SMSCD 2-39* (GS).SEE TABLE 10, Anchor SubstraW MIn'"dg -Wa—x.O.C. Distance0 THIS SHEET 2-11?X.113"Box LL 2-117X.131'CommcnNsil P.T.S Will 0 2-*IrZX.145"Ro01 Na�3 P.T.SaMamq Fine(SO=0.861 3!8• S' co P.T.SmMern Pine(SG--B&5) ire 61 tanVS 910 x I*Steel Screw D. Alurrhn,GD63-75 min —Ep @ co (G5r z 1111?A36 sleol 51113, 6, 0 21 0.046'(18 Ga)Steel Stia,Gr,33KSTRIP 6 2X WOOD SUC)r EXTERIOR MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE, aims=' 0 z 1-4 ) OR FRAMING SEE 0 0 """ NOTE 2,THIS'SHEFT z 6 SHIM 3: co STEEL FRAMING OR STEEL STUD. L< E SEE SUBSTRATE PROPERTIES, AND EDGE DISTANCE LIMITS. 1W MAX MIAMWADE APPROVED MULLION INSTALLATION NOTES: 0 z / 9 W (SEE SEPERATE NOA).ALUMINUM, 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT LL LL INSTALLATION TABLE 10,THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'IX',ARE BUCKS WHOSE mgm —TMinF,-F—mb--7F. TYPE J CJ TOTAL THICKNESS IS LESS THAN 1-1;2*.1X WOOD BUCKS ARE OPMTIONAL 02 W 120 ksl Ly /111 E DISTANCE z 151:6 22 kat EDGE IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD SUCKS DEPICTED AS"2r ARE I-Irr THICK OR GREATER.INSTALLATION Ajb MOM 38 km 58 kv TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS cr.03 s Stue 33 MI 1 45 W- TYP'ANCHOR TYPE,EMBEDMENT OR AS APPROVED BY AUTHORITY IJAMNG JURISDICTION. No. EMBEDMENT \— -- AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 10,THIS SHEET 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SMALL BE OF A SIZE TO PROVIDE FULL SUPPORT To THE WINDOW FRAME. I 15b-7tri VERTICAL SECTION F-F TA 6 o 7. 4CI 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLI ES TO WHOLE SYSTEM. "40RIOA ............. 01VAL S4� A.LYNN MILLER, P.E. E P ."68705 PRODUCT REVISED as complying with the Florida 2X WOOD 81X3(STRIP 13.11,14,6 Code OA-No. 17-0614.11 EDGE OR FRAMING,SEE EMBEDMENT N DISTANCE NOTE 2,THIS SHEET INSTALLATION INSTALLATION TYPE N Expiration Date 0 211 9/2 01 9 EMBEDMENT By INSTALLATION 1- 1/4'MAX Miami-0a rods Control TYPE M EMBEDMENT I SHIM O 1X WOOD E2,7HIRIP,SEE 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET OR FRAMING.SEE NOTE 2,THIS SHEET -L1/4'MAX TYP.ANCHOR TYPE,EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE, 4 TYP.ANCHOR TYPE, 6 SEE TABLE 11,THIS SHEET EMBEDMENT'AND EDGE DISTANCE PER SUBSTRATE, JR-06/0&1T-UPDATED 11 SEE TABLE 11,THIS SHEET 3 .- ANCHORAGE TO FSC 2017. EDGE USED AT CURVED DISTANCE E)CTERIOR 29 FRAME MEMBERS ONLY DISTANCE EDGE 011-71W D.C.MAX. a•. RETE/CMU 11 PERANCHOR U REQUIREMENT 4r�W�IOTH= 11 CONCRETE/CMU LL! i WINDOW PER ANCHOR Of - ? 'ABb BUCK VISIBLE S w _ �HEIGHT 1/4'MAX SHIM +I I� WINDOW BUCK WIDTH-2314REQUIREMENT w 0cl) 0 EXTERIOR WINDOW BUCK WIDTH O cI g e Of No VISIBLE INSTALLATIONTYPOHORIZONTAL SECTION G-G Z LL ag zi o LIGHT x W �1 W HEIGHT= TABLE 11: U U_ ®a 0 co WINDOW Min Edge Max.O.C. H 2 v rs a 7 'aN BUCK STEEL Anchor Substrate �� Mfn.Embedment S� o * o U SELF-DRILLING SMS 11 F Z HEIGHT- P.T.Southern Pine G=0.55 9/16' 1318' 3.T 2-3/4' (GS),SEE TABLE 11. Alurrtihami 6083-T5 min. N31lr 0.083'• 3.T Z�+ 0 0 LL THIS SHEET tl12 or lri4 A70 SS Screw A3681eel 0.063-• 3.T g O Sleet Stud Gr.33 min. 0.045'18 Ge 3.T rn P.T.Southern Pine SG=0.55 t3/8' 3.T tl12 ortl14 Steel Screw(GS) Aluminum.60631''min. 0.063'• 3.T " co 7334s A36 Steel 0.063•• 3.7' ® Z O Steel Stud Or.33 min0.045.18Ge• 3.T 1--- 21 7YP.ANCHOR TYPE, routedCMU ASTM C-90 1-114' B.T 0OEXTERIOR 1/4'41059 C aFlek _h6 EMBEDMENT MID EDGE Cancreta(min 3.35 kap 1314' fi.T < Z � ala=5 DISTANCE PER SUBSTRATE, 15 Concrete min 2.85 ksp 1' 13/4' 6•T LL SEE TABLE 11,THIS SHEET 114'Steel Uttrxon Concrete(mh 2.85 ksl 2-112 1-3/8' 6.T U C4 m 5 r1/4'MAX SHIM MIAMI-DAOE APPROVED MULLION U muted CM ASTM C-90 2-1/2' 1-1/4• B,T K L1 2 -11 (SEE SEPERATE NOA),ALUMINUM, Gmuted CMU ASTM C•90 2-112 1314' ex U � Z a d STEEL FRAMING OR STEEL STUD, Conolete min 3.5 ksp 1-114' 7314' B.T SEE SUBSTRATE PROPERTIES, V16'Steel UBrecon LL LL TABLE SUBSTRATE SHEET Grouted CMU ASTM P90 2-112 1314' 6.T aNl rosa0 cava INSTALLATION 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1X WOOD BUCKSTRIP, 'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 1777,i,� TYPE SEE NOTE 2,THIS SHEET .``ONYtXNty,y • INSTALLATION NOTES: EMBEDMENTa 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. : ; No.58705 Matedal Mi,Fr Min.F. 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.12'.1X WOOD Steel eaow 92 kal 120 kat - BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS-M ARE •.� ,C • 1-12'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS 41or wce 90 kal EDGE • APPROVED BY AUTHORIT/HAVING JURISDICTION. S1EIa0 4orm 155ks1 �I 470 SB FJrq GeEeF1a�® 127.4 ks1 76G.7 kV 't`�•'.•FL pR1OP-.• \?� DISTANCE E063-TSAYaninan 16 kat 22 Yat ri ••••• �G 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE ,06 Steal 36 kal 6a kal 77sS�Q WINDOW FRAME. Gr.33 St d Stud 33 kei 45 kat 4 7 NAL 111`` VERTICAL SECTION H-H 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLER P.E. PRA 58705 PRODUCT REVISED as comp in with the Florida Building a'�io OA-No 17-0614.11 N expiration Data 02/19/2019 By mim=Product Control NO CHANGES THIS SHEET. ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES W Y U ANGLEDICURVED ANGLED/CURVED 0 O FRAME ASSEMBLY FRAME ASSEMBLY 6 C-4 o alo0 Q N 90'CORNER 908 CORNER 0 co FRAME ASSEMBLY I FRAME ASSEMBLY o 12 Z 8 ~ I I Z U- m n. J 10 I I I 10 of FWw? 2 ( wHaALL CORNERS TO I ALL CORNERS r> z USKETE GASKETUSE ^AND/ORGSEALANT i I // AND/OR SEALAZ " F 0 O II EQUAL-LEO FRAME 7�a45 WFLANGE FRAME ZOEQUAL-LEG FRAME MITERED FRAME WITH INTERIOR MITERED FRAME WITH INTERIOR 0 ? Z AND EXTERIOR FRAME WELDS AND EXTERIOR FRAME WELDS < pfYFLANGEFRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT w Z F. O SCREW BOSSES.SEALANT AT ALL GONERS O 1FI SIL SCREW BOSSES.SEALANT AT ALL CORNERS CD Lu N� 30In I LU X CIJ O as LL m .. e171 •an0 sauss * No.58705 •�*� 46 Ct A.LYNN MILLER,P.E. RE.N 66706 PRODUCT REVISED as complying with the Florida Building 2.784• Code 2.784• ����--+...---- 2.784• NOA-No, 17.0614.11 TABLE 12: ,094• DW --4 Com- ;094' ---A L-- Item Expiration nate 0 211 912 01 9 # PGT Part# Description Materiel .074• .067 074• .062' 074• M. BY 1 4253C Flanged Frame Alum.11063-T5 1.375' T� 1.375 i Miami-D a Proauet Control 2 4285 Equal-leg Frame Alum.6063-T5 1'87s 438• sDT .438• T 500 436' 3 4258 In ral Fin Frame Alum.6063.75 1.000•J� I- I I_ .600• ---•-�f`".050.aawr ���.Oso— 4 4255 7116•Lemi.Glass Beading Alum.8063-T6 FLANGE FRAME EQUAL-LEG FRAME I 1.1 .077' 5 4254 I.O.Glass Beading Alum.B063•TS 2 O#42530,6063-T5 #4285,6063-TS 6a 4270 Installation Fastener Cover Alum.606&T5 FIN FRAME 6b 4224 Installation Fastener Cover Rigid PVC O 10 70589C Gasket(at 90'comerjoints) Polyethylene #4256,6063-T5 NO CHANGES THIS SHEET. 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 f 970^ .346' is, 13 Dow 791,899 or BE 7700 Beckhedding SOkone J— -�-{ 1.037 I+- •; 20 71652K Setting Block,Mono.3/16'x 7116'x 4' Neoprene,Duro.85-/-1 .875' F1 21 71704AK Setting Block,I.G.3116'x 1.3/32'x 4' Neoprene,Duro.85+1-1 '7- -�{� }-�'It•r- . 29 #6 x 1-1/4'FH SMS Stainless Steel .050• 050- 30 761PQX 108 x 1'Quad PH SMS' Stainless Steel 7116'LAMI. I.G.GLASS INSTALLATION > w � nay GLASS BEADING BEADING FASTENERCOVER d p O #4255,6063-:M O #4254,6063 T6 6a #4270,6063 T5 N al°0 0 m O r w v) o 0 LL o Z re r Z u r- ...t uaa0 O U U r3 s p SILICONE HOT-MELT BUM ALUMINUM POLYISO• DESICCANT FILL AREA 'u Z o' !E co STRUCTURAL REINFORCEMENT BUTVLENE o W o 5 W onto IFC! )16•NOM. n> Z Z STRUCTURAL SILICONE 3/18,NOM 5116'NOM. SEAL o Z o O 1 POLYISOBUTYLENE 1/4'NOM. FOAM BUM& CONE SEAL u O LL WITH DESICCANT ROLL-FORMED U O WITH DESICCANT DESICCANT FOAM STAINLESS STEEL O DCT.GLASS EXT.GLASS EXT.GLASS INT.GLASS F- Z g a) iaays I{ EXT.GLASS ® Z Z O 07 Z I INT.GLASS INT.GLASS INT.GLASS LL Z al"°S 7s KODISPACE 7e SUPER On DURASEALO 7e XL EDGE 1"' o 1C' 4SG TPS 8 SPACER®NXT71° SPACER SPACER cwt `` o as LL m °lit '°6�raua5 LYN �cENSF TABLE 13: Z No.56705 •�� ' Part# Description Material 75 Kommeding 4SG TPS Spacer System See this 76 Quanex Super Spacer nXi with Hot Melt Butyl Sheet for ;,4C�1`•"40R10P,••'G��� 77 Quanex Duraseal Spacer ''.S10NALr))II111%EC`�`� 78 Cardinal XMaterials rL Edge Spacer i REFERENCE TEST REPORTS:FI-L-8717,8968&8970 A.LYNN MILLER.P.E. PEA 58705 MIAMI-DADE MIAMI-DADE COUNTY 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/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.- DESCRIPTION. one:DESCRIPTION: Series"SH-700"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20,titled"Alum. Single Hung Window,Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.06 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. NOA No.17-0630.08 MIAMI-DADS COUNTY n01! Expiration Date: March 26,2021 • +( 2 j Approval Date: November 30,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NDA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20,titled"Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,-Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 t' diagram P o along with marked-up drawings and installation d gra o f a VC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseale spacer system, Super Spacer'NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis Ortega,P.E. (Submitted under previous NOA No. 16-0714.06) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..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 aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 ..2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) 7w"-Wj Manuelere P.E. Product Contro Ex iner NOA No. -0630.08 Expiration Date: March 26,2021 Approval Date: November 30,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645,dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01 5. 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 aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.FTL-4649 and FTL-4723, dated 08/11/05 and 10/05/05 respectively, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) 6. 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) Small 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 aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.FTL-4647 and FTL-4650, dated 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) 7. 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 an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FTL-4646 and FTL4648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) v� 1 an el ere P.E. Product Contr 1 J7- O.08 finer NOA No. Expiration Date: March 26,2021 Approval Date: November 30,2017 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014)and FBC 61h Edition (2017),dated 06/22/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/17/16,expiring on 05/21/21. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 Edition (2014) and FBC 61h Edition(2017),dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 22,2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No.FTL-4957,FTL-4958 and FTL- 5063,issued by Fenestration Testing Laboratory, Inc., dated 10/03/06,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4646,FTL-4647,FTL-4648, FTL-4649,FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 16-0714.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.06,issued to PGT Industries,Inc. for their Series "SH-700"Aluminum Single Hung Window- L.M.I., approved on 08/18/16 and expiring on 03/26/21. uu r z,P.E. Product Co rol E aminer NOA -0630.08 Expiration Date: March 26,2021. Approval Date: November 30,2017 E-3 GENERAL NOTES;IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS CODES/STANDARDS USED: : 2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) •2014 FLORIDA BUILDING CODE(FSC},STH EDITION -ASTM E1300-04 A.5/16*LAMI CONSISTING OF(2)LITES OF 1/0-ANNEALED GLASS WITH A.M'KURARAY TROSIFOL7 PVB(BY KURARAY AMERICA,INC.) *ANSUAF&PA NOS-2015 FOR WOOD CONSTRUCTION OR.09D"SAFLEXlPVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) -ALUMINUM DESIGN MANUAL.ADM-2016 : A:Sl SI0D-12 B.5116*LAMI CONSISTING OF(1)LITE OF 1/8-ANNEALED GLASS AND(1)LITE OF 118-HEAT STRENGTHENED GLASS WITH A •A SO 360-10 .090"KURARAY TROSIFOL'PVB(BY KURARAY AMERICA INC.)OR.D90-SAFUEX* PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.5/16*LAMI CONSISTING OF(2)LITES OF 1/8-HEAT STRENGTHENED GLASS WITH A .090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.D90-SAFLEX* PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP D.7116"LAMI CONSISTING OF(2)LITES OF 3116-ANNEALED GLASS WITH A.090-KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) SHEET GENERAL NOTES.... ' 3 I E.7116*LAMI CONSISTING OF(1)LITE OF 3116-ANNEALED GLASS AND(1)LITE OF 3/16-HEAT STRENGTHENED GLASS WITH A GLAZING DETAILS 2 HEAT STRENGTHENED GLASS WITH A.090-KURARAY TROSIFOL llpV3(BY KURARAY AMERICA,INC.) ELEVATIONS................ .090-KURARAY TROSIFOL'OVB(BY KURARAY AMERICA,INC.)OR.090-SAFLEXO PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES....... 4 F.7116"LAMl CONSISTING OF(2)LITES OF 3fl6 OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) G.13/16'LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH I VERT.SECTIONS 5 HORIZ.SECTIONS .090*KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.09D'SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) PARTS LIST 6 H.13/16"LAMI IG:(1)LITE OF 118*TEMPERED,GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE EXTRUSIONS.............. 7 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOLO PVB(By KURARAY AMERICA INC.) CORNER DETAIL..............*7 OR.090"sArLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L ANCHORAGE..........-.8-11 1.13/16"LAMI IG:(I)LITE OF 1/8"TEMPERED GLASS,AN AIRSPACE AND 5116"LAMI CONSISTING OF(2)LITES OF lill"HEAT STRENGTHENED GLASS WITH A.090-KURARAY TROSIFOL S"PVEl(BY KURARAY AMERICA,INC.)OR.D9O-SAFLE)e PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) J.1NIVIAMI IG:(I)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3116*ANNEALED GLASS WITH .090*KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.D90'SAFLE-)e PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) K.13/16-LAMI IG.(1)LITE OF.118-TEMPERED GLASS.AN AIR SPACE AND 7116"LAMI CONSISTING OF(1)LITE OF 3116-ANNEALED GLASS AND(1)LITE Material Min.F, Min.F. OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOE PVB(BY KURARAY AMERICA,INC.)' OR.090-SAFLEX OPVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) Steel Screw 92 ksi 120 ksi L.13116"LAMI IG:(1)LITE OF IIB"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS Elco UftraCorM 155 ksi, 177 ksi-_ WITH A.090*KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLW PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 410 SS Elco CreteFlexp 127.4 ksi 189.7 Wsl M.13/16'LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A 6063-75 Aluminum 16 ksl 22 ksi .090'KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.)OR.090'SAFLW PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 21 S'_I 36 55 58 ksl - 2.CONFIGURATIONS:"OX"{111,VIEW AND RADIUS TOP,ALL W1 LOW OR HIGH SILL OPTION) Gr.383 ST.1 Stud Ei 45 ksi 3.DESIGN PRESSURES:(SEE TABLES 1-3,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. C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD, 4.ANCHORAGE:THE 33113°/o STRESS INCREASE HAS NOT.BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. S.SHUTTERS ARE NOT REQUIRED. PRODIUCTREVISW m comoying with the Flodda 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. D:aldiag Cotlo 'A 7.REFERENCES:TEST REPORTS FTL4645,FTL-4646,FTL-4647,FTL4648,FTL4649,FTL4650,FTL-4651,FTL4723,FTL-4957,FTL4968 AND FTL-5061 1ep5mco Not 2D24 ANSIlAF&PA NDS FOR WOOD CONSTRUCTION ey ALUMINUM DESIGN MANUAL 8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. N V 'I LYIVVdf 'l/ v 10C 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY tt HURRICANE ZONE(Ht/HZ}. No.56705 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT.ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. JA OF (u- GENERAL NOTES W,IMPACT JR WAW7 I'G jUPnATmAMWMW-roFsc2oj7. CERT.OF ALITH.#2MO ALUM SINGLE HUNG VWNDO Rl &�1. 0�vw _r__ A.LYNN MILLER,P.E. i J.J. S3W I POT"usmmm Sh7W =NTSI - 11 1 RK W11W ALLRS�_ 404040 G__ FL_P.E.#56705 Part# Description Material 71 Kommeding 4SG TIPS Spacer System n cm 72 Quartex Super Spacer nXrwfth Hot Melt Butyl See this I Quanex Dumseal Spacer Sheet for 41 1 1r2"NOM, 112"NOM. 74 Cardinal Ed a0er Materials . N.- LAS ]t 7GLASS B11TEJ j GLASS BITE REFERENCE TEST&UNK.–AM-117,8968—&8970 37 UO 37 70 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116" OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER ,,PVBINTERLAYER 118"ANNEALED OR HEAT STRENGTHENED GLASS — 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5116'NOM. 7116"LAMINATED 5/16"LAMINATED GLASS 80,81 or 82 7/16"LAMINATED GLASS (�83,84 or 85 NOTE: 71-74 "JE)crERIOR INTERIORrj", 71-74 LAMI IG OUTBOARDLITES MAY BE (ALL SECTIONS) UPGRADED TO 3/161 n WITH NO CHANGE IN c;m n A n n PVB!= DESIGN PRESSURE. 1/2NI NOM. 11X2" PVB INTERLAYER Om. 46 GLASS grnTME 46 GLASS BITE SAFLEXPVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 38 38 70 0, . _ J� 70 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116*ANNEALED OR HEAT STRENGTHENED GLASS .090 PVS INTERLAYER X90 PVB INTERLAYER 118"ANNEALED OR HEAT STRENGTHENED GLASS —3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5116"LAMINATED —7116"LAMINATED AIR SPACE —AIR SPACE 1/8"ANNEALED OR TEMPERED GLASS — 1/8"TEMPERED GLASS 13116"NOM. 13/16'NOM. 13116"LAW IG GLASS W/5/16-LAMI 86,87,88 or 92 13/16*LAW IG GLASS W/7/16"LAMI 89,90 or 91 ALUMINUM KN1f—SIUCONE HOT-MELT BUTYL REINFORCEMENT pOLyISo_ DESICCANT FILL AREA STRUCTURAL BUTYLENE !! 6116*NOM. STRUCTURAL SILICONE 16 OM. SEAL PRODUCT REVISED POLYISOBUTYLENE 1/4NOM. FOA" u cmplyir4with the mmi" SOBUTYLENE BUTYL& IUCONE SEAL CoBe fZ� STRUCTURAL F 6116*NCO T L& M WITH WITH DESICCANT ROLL-FORMED DESICCANT CANT A DESICCANT FOAM STAINLESS STEEL—\ EXT.GLASS S EXT.GLASS EXT.GLASS EXT-GLASS BY IN INT.GLASS INT.GLASS; T GI j.%CEN INT.GLASS INT.GLASS KODISPACE SUPER DURASEALO XLEDGETm 71 No.587{ 's 4SG TPS SPACERONXT— �SPACER TaSPACER ` '0,1.1R 1070 TECHNOLOGY ORNE STA Op TEr N.VENICE. GLAZING DETAILS $, Al FL 34275 is § (941)48DAGOD Fr'�' ........ "J IMM17 1 M�WICES MIS SHEEr. CERT.CFAUTH.#42M !UM.SINGLE HUNG WINDOW,IMPACT ",f"OlVAL E R °uYmc L IN A I— lu"w"11/05 1-741� cnwsr. I— -ILYMMMU94,P.E. 'F.Z� 2=7 S1ww 17,# 1 G FL P.EX 58705 —j ill FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILLOPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT - 0* WIDTH_ GLASS TYPE 63" 66. 68" - 70" 2" 74" 76" _48" A.8,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +800 -80.0 +6p,0 -80.0 +80.0 -80.0 +80.01 -80.0 HT. _MEETING RAIL Sol. A,B.M +80.0 -80.0 +BO.O -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +79.01 -79.0 Sr A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0=-aU-0 +78.9 -78.8 +77.3 -7T3IX" SASH +75.9 -75.9 53118" A.8,M +84.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 1-78.2 +76.9 -76.9 +75,4 -75A +74.0 1 -74.0 FUP-T053118", C,D,E.F,G,H.1,J,K,L +80.0 -a 0.0 +80.0 -80.0 +80.0 -80.0 +80.01 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD VIEW III RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT .0. WIDTH_ GLASS TYPE 38 318" 44" 60 Sig" 1 W 72" 74" 76" 1 'o. A.8,M ++80.0 -80.0 +80.0 -80,0 +80.0 -80.0 +80.0 1 -80.0 HT. MEETING RAIL A.B,M +80.0 -80.0 +80.0 -80.0 +80,0 -80.0 479.9 -79.9 �70.0 -70.0 +70.0 -70,0 +70.0 -70.0 +70.0 -70.0 +70.D -70.0 +70.0 -70.0 5r A,B.M +80.0 -80.0 +80.0 -80.0 +80.0 -8D.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 "X" SASH 63 1/0" A.B,M +80,0 -80-0 *+80-0 -80-0 +80,0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -68L +6151 7 9,97 9'9 + 6.9 7 76-9 -67.6 +5.. _S_o 7 7 5'5 UPTO63118"I C,D,E.F,G,H,I,J,K,L +80.0 -60,0 +80.0 -80.0 +Bo.o _a.0 +60.0 .8 .0 0 0.0 +70.0 -70.p +70 .0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS I -76"FLANGED AND 75"INTEGRAL FIN)WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH W WIDTH GLASS TYPE MINUS 17 Ilr 1 221111-6" 283116- f+ 3�33/4-j I 39&IV 1 4413116- 50 31W, 65 16116" 1 SASH So. _B HT. 63118- 1+80.01 .01 +80.07 +g0.0 X0.0 D.0 +70�O 1 -70.0 1+70�O 1 -70.0 +70.0 1 -70.0 +70.0 -70.0 HT. MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. "r 4 S A.5116-LAMI-(I/V'A,.Ogo,VaA) FTL4647,4648,4723,4957 H B.6116'LAMI-(I/8"A..090,1/V'HS) FTL-4647,4648 C.6116'LAMI-(I/8"HS..090,1/8'HS) FTL4647.4648 D.7/16'LAM!-(3/16"A,.090,3/16-A) F'rL-4645,4885 E.7116'LAMI-(3/16-A,.090,3/16'HS)_ FTL-4645 F.7116"LAMI-(3/16'HS,.090,3116-HS) FTL-4645 G.13116'LAMI IG-1/B"T,AIR SPACE,5116-LAMI-(I/S-A,.oqo,jjrA) FTLA646,4723 PRODUCFREVISED H.13116'LAMI IG-1/E"T,AIR SPACE,5116'LAMI-(118-A,,090,1/8-HS) FIL-4646 w_*oyk4witbowFkdft I. 13116"LAMI IG-1/$'T.AIRSPACE,5/19'LAMI-(I/8"HS,.090.118'HS) FTL-4646 owdingCO&W !1, A. ft.Nt -046 J.13116"LAMI IG-118'T,AIR SPACE,711T LAMI-(3/16"A,090,3/16-A) &L-4649.4650 K.13/16"LAMI IG-1/8"T,AIR SPACE,7/16'LAMI-(3116"A,.090,3116"HS) F-TL-4649,4650,4958 By L.13116"LAMI IG-1/&T.AIR SPACE,7116"LAM]-(3/16"HS..090,3/16"HS) FrL-4649,4650 K-i IM,13/16'LAMI IG-1/8"A,AIR SPACE,5116-LAMI-(1/8"A,.090,I/frA) FTL-5063 v NOTES; 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TOA POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. - 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1'FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS, NO,5870,5 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518"MINIMUM TO 38"MAXIMUM. 4.GLASS TYPES C,G.H,AND I MAY BE USED IN SASH ONLY 5.REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL DP 1070 TECHNOLOGY DRIVE UoDrl LIMITATIONS. N.VENICE.FL34 DESIGN PRESSURES ZORIDP-.-'* 1N'R-1-0aWf7 1, G INO U4ANGES THIS SHEET CERT.OFAUTH.029296 ALUM.SINGLE HUNG IMPACT NAL WINDOW, till J%%% copyRawrowl? A.LYNN WdER,P.E. POT-m-Mm 4040-20 G FL P.E.#58705 531!8"MAX.FLANGED WIDTH 521/8"MAX.I.F.WIDTH 49 518'MAX.FIXED DLO(ALL) D c F 5y' 775'MAX. 75"MAX. S0 EE DLO I.F. A A I.F. I.F. TABLE — D HEIGHT SEE DLO HEIGHT SEEDLO C—i HEI 3HT 76*MAX. TABLE 0 76*MAX TABLE 0 76"MAX. FLANGED FLANGED L FLANGED HEIGHT HEIGHT HEIGHT SEE OLD MAX TABLE x SASH SEE DLO XS E SEE DLO X A S E L(MAX) HEI HT TABLE TABLE JNOE 4 481/4"MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 1/1E 75'MAX. 75�-MAX I.F. SEE DLO I HEIHTE—J HEI;HT TABLE SEE OLD 76"MAX. TABLE 0 j 76" FLANGED FLANGED HEIGHT HEM HT SEE DLO L;LE20' SEE DLO��ABLE 20H ' SASH SAS '�// I i I HEIGHT HEIGHT PRODUCrREVISED Ying VAth Um Florida B—i -7 111101110 AcmpiaBB DETAIL D DETAIL E . imfift hae Z02( VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) 13Y NOTES: Owl LIZVV ,�.h. ......... 4 1.SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, 4c1 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3 SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. NO.50705 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. -u z -�o 1070TECHNOLOGYDRIVE k • 7�o';% ITA4TE N.VENICE,FL 34275 ��l ELEVATIONS (941)480-1 GDO "J IMM17 J'G v CERT.OF AUTH.#2M6 ONAL I,% R NO CHAI GES THIS SHEET. ALUM SINGLE HUNG WINDOW IMPACT "I"IfIll copy"wom? — A.LYNN MILLER,P.E. mr—�'m -;rS 4040-20 G FL P.Eft 58705 SHM 4 -11 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)6-FROM.EACH SIDE OF SASH. NOTE:BALANCE PARTS USED INSIDE INSIDE tAAX.VENT DAYLIGHT OPENING- o BASED ON SASH WEIGHT INSIDE ——————— ————---31 9,10,11,15,16 MAX FIXED 2.710" LITE DAYLIGHT OPENING OUTSIDE 25 f MAX.FIXED LITE DAYLIGHT OPENING —� MAX WIDTH SECTION A-A 6 -— 23 —OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE 47 so MAX HEIGHT 21 2.S46 HIGH OUTSIDE I SILL 21-30 LOW SILL MAX VENT 49 48 DAYLIGHT HIGH SILL LOW SILL HEAD JAMB OPENING OUTSIDE L — 68 2.710'- 28) I.F.FRAME 53 II OUTSIDE PRODUCTPEVISED 6 us.-VAyinswithiheRadt 53 Building Coda 2.948" AsI, t ?4 1 -0 2.331)" (HIGH SILL) 63 ExPirn' Dat 52 2'330" WSILJ-) L By SEE NOTE ABOVE 54 64 r 3 30 ULTRALIFT67 12 69 ONLY 12 ULTRALIFT No58 ONLY SECTION C-C . SECTION B-8 (Low SILLSHOWN) ALTERNATE HIGH SILLRADIUS TOP (HEAD DETAIL-FLANGED VERSION) 4- 1070 TECHNOLOGY DRIVElS TE 0 . 0 N.VENICE.FL34275 SEC77ONS Z FIT.OF AUTH.#29296 '��YAL f ei a— ALUM.SINGLE HUNG WINDOW,IMPACT JR OaW17 J'G INO CHANGES THISSHWr. E A.LYNN MILLER,P.E. FJC I'Hff 5 11 4040.20 G FL P.E.#58705 ITEM DWG# DESCRIPTION PGT# ITEM DWG# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K 2 1155 #8 X 1.000 QUAD PN.SMS 781 PQA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 505 GLAZING CHANNEL(.688 X.500) 6533402 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #8 X 1.000 PH.BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1/16X112-7/16LAMl 62BVI510 7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL(HIGH SILL) 64050 9 4029 SPIRAL BALANCE,3/8",5B,OR 11/16" 70 SILICONE,DOW 791,899,995 OR GE 7700 10 1080 BALANCE COVER,3/8"OR 5/8" 8BALCVR916 80 A GLASS,6/16"LAMI,(1 B"A,.090 PVB,lle"A) 11 #8 X.750 PH.PN.SMS 7834M 81 B.GLASS,5/16"LAMI, 118 A,.090 PVB,IBHS) 12 BALANCE BOTTOM BRACKET 7BALTBKT 82 C.GLASS,5/16"LAMI,(1/8"HS,.090 PVB,1/8"HS 13 1085/1086 SASH TOP GUIDE 42504 83 D.GLASS,7/16"LAMI,(3/16-A.090 PVB,3/16"A) 15 #8 X 1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 84 E.GLASS,7/16"LAM.(3/16"A,.090 PVB,3/16"HS) 16 1080-1 BALANCE COVER,11/16" 6BA-CVR670 85 F.GLASS,7/16"LAMI,(3/16"HS,.090 PVB,3/16"HS) 17 4053 SASH STOP COVER 64053 86 G.GLASS,13116'LAMI IG;1/8-T,AIR SPACE,5116"LAM,(118 A.090 PVB,1B"A) 18 40294 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAMI IG.1/8-T,AIR SPACE,5/16"LAM),(1/8"A,.090 PV8,1B"HS) 19 #8-32 X 12"LG.PH.FH.TYPE F S.STL 7832X12FPFX 86 1.GLASS.13/16"LAMI IG;118-7,AIR SPACE,5116"LAM,(18"HS,.090 PV8,118"HS) 21 4054C FOXED MEETING RAIL 64054C 89 J.GLASS,13/16-LAMI IG,1/8-17,AIR SPADE,711W LAM, 3/16"A,.090 PVB,3N6" 23 4006C SASH TOP RAIL 64006 90 K.GLASS,13116-LANG IG,11B-17.AIR SPACE,7/16"LAM,(3/16"A.090 PV3,3/16"HS) 25 1235 WSTP.,.170 X 270 BACK,FIN SEAL 67S16G 91 L.GLASS,13/16"LAMI IG 1BT,AIRSPACE,7116"LAMI, 3/16"HS,.090 PVB,3/16"HS) 26 1096 SWEEP LATCH 71096 92 1M GLASS,13/16"LAM1 IG;1/8 i0.AIR SPACE,5116"LAM),(1/8 A.090 PVB,1B"A) 27 1016 #8 X.625 PH.FL.SMS 7858 2.878 28 4007 SASH BOTTOM RAJL(LOW SILL) 612230 30 1226 WSTP.,BULB VINYL BTP2492.784 31 400B SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 •062 35 1622 LAM SETTING BLOCK 3/32"X25/64"X1" 71622K 830 1,55 36 1052 LAMI IGSETTING BLOCK I"X314"X1/16" 71052K 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W K •062 2p 38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K 41 40396 GLAZING BEAD,5116 LAM GLASS. 64039E 47 FRAME,I.F.HEAD 42 40446 GLAZING BEAD,5/16 LAM]W/GRILL KIT 644703 #4071A,6063-T6 44 4222AGLAZING BEAD,7/16"LAM 64222 FRAME,I.F.LOW SILL 45 985C GLAZING BEAD,7/16"LAMI W/GRILL KIT 6985 #4072A,6063•TB 46 4067 GLAZING BEAD,13/16"LAMI I.G 64067 2.908 47 4071A FRAME,I.F.HEAD 64071 48 4072A FRAME,I.F.LOW SILL 64072 2.374 49 4073A FRAME,I.F.HIGH SILL 64073 50 4074B FRAME,I.F.JAMB 64074 ams Ommos wwwM aha Florida 52 4009 SILL LATCH(EGRESS)(LOWSILL) 764009O,ri(aoscodo 062 NOM AmeptntmN4-- 55 va 53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 4.17164 2740 SILL LATCH(EGRESS)(HIGH SILL) 627402.71BY 1014 SCREEN FRAME(HOR.&VER.) 61014 NJan Dade 56 1630 SCREEN CORNER KEY WIRINGS 71630 .062 NOM 57 1631 SCREEN CORNER KEYW/OUTRINGS 71631 THICKNESS ``�t��Y LYN 58, 1073 SCREEN SPRING 7CASP `,a'� O'tICENg€' Q�e 59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K 50 FRAME,I.F.JAMB p FRAME,I.F.HIGH SILL #40748,6063-T6 _=*j No,58705 49 #4073A,6063-T6 (USED AS RADIUS TOP HEAD) ST 1070 TECNNaat7 DRRE au>uc 0'•,• / •♦ r, 107N VE FL34275 [�� PARTS LIST "'n !U (941)480.1(001�s ��\`�1•••'*t ORIDP•,^'' rR� eroe717 a` NO CHANGESTHlSSHEET cERi.oFAUTH.IR979eALUM. LI ST HUNG WINDOW,IMPACT �iisjONAL aw+nex txra oew a.� covxaGaromlreKelak;i mrare n*"ro�+. rw A.CENN1M111E'f�,P.E. FJC 9/iPo5 J.J. 223.07 , Rw;�"`a� sMao NTS 8 a 11 4040.20 G FL P.E.#58705 I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 9 r I.F.FRAME 2.784--1 2 062— 2.830 2-330 .062:::� 6 or 50 FLANGE FRAME HEAD #4002A,6063-T6 784.. —1.749— FLANGE FRAME SILL (LOW) WELD G) #4003C,8063-T6 6 or 50 ALONG SCREW JIA S SEALANT OR GASKET BOSS (2) f--1.513--j 738 AT HEAD AND SILL 1Z71JA90 .040 1 0 082 .062— == r- 1 �-1.451-{T VIEW D-D VIEW E-E (1/1&VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP 'OVER FRAME CORNER CONSTRUCTION FLANGE FRAME JAMB T #4025,6063-TS 17 #4153,6063-T5 0 #4004,6063-TS (USED AS RADIUS TOP HEAD) 1.165 .678 1.3421349 1.096 7—. .062 41 GLAZING BEADS 5/16" #40396,6063-T5 .062 is$ 1.707 1.979 .062— SASH SIDE RAIL .062 31 #4008,6063-TS 8 FIXED MEETING RAIL 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) #4054A,6063HD-T6 #4005C,6063HS-T6 #4007,6063-T5 050 .678 1.096 j — 78 GLAZING BEAD,5/16- 2.326-----� le @"0", #-40,Uf3,606-k-T5 1.096 1 (USED W/GRILL KIT) PRODUCTRIEVIS13D .062:1 R"ilding Cads T as mmplyins with d.Ftewma GLAZING BEAD 7116" r 3.446 2.!)46 #4222,6063-T5 �.050 2.638 .683 .062— T—i 1.097' 678 46 GLAZING BEAD,13/16"IG 1,115 #4067,6063-T5 ,JOE 69 FLANGE FRAME SILL(HIGH) B8 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" No #4050A,6063-T6 #4051A,6063-T5 #985C,6063-T5 z 58705 (USED W1 GRILL KIT) 1070 TECH ORNE N.VE141NOLOGY C..FL.715 EXTRUSIONS&FRAME CORNER DETAIL (941)480-160 R D -AU'rKCWN UWE M�T.Or ALUM.SINGLE HUNG WINDOW,IMPACT C-�W.M7 ju� r�— — -"- -,- E. J.J. P4040-20 G FL P.El 58705 FK 911106Z=7 R�g PEBE� Hag 1 7 -11 ANCHOR QUANTITIES FOR III FLANGED WINDOWS TABLE& ANCHORAGE NOTES: WINDOW HEIGHT I. ANCHOR TYPES: 1-1/4'ELCO ULTRACONS OR#12 SUBSTRATE: 28.603 34.603 40.603 46.603 1 52.603 58.60364.603 76.000 SCREWS INTO METAL 2-1/4"ELCO SS4 CRETE-FLEX ANCHOR TYPE: C-) 3-#12 SCREWS io 0 WINDOW GLASS cq 0 z z Z_Z Z-Zmo"z-z 0 0 0 cqo 0 0,40 zo 5 C'� 0 CI 0 0 cq 0 N 0 0 CST 0 0 2.ANCHOR LOCATIONS ARE BASED ON THE 0 0 0 0 0 0 WIDTH TYPE Z: 0 0 0 0 0 0 01 C4 z z I! I o 0 0 Q 0 IN Omalcm —z o -o�—oz-Pcz-)-oOzTo-zo' -1 1 FOLLOWING DIMENSIONS. C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 —1 —1 —1 HEAD-18112'MAX.'FROM TOP CORNERS - JAMBS-171/2'MAX.FROM TOP CORNERS MAX.FROM BOTTOM CORNERS 12 212 2 2 1'1-2 1 -i 12"iTi-il i 2 212 2f2. ifili-,"i ij.l'2_ ifiitd2 i iT, 212 313 is, 19.125 2 H.kJ.KL -+17,2 6'MAX.BELOW MTG.RAIL AB,M SILL-ANCHORS NOT REQUIRED 1-2 if'2' 212 T_ 17 ; 3 3,3 -----------r"!5 2 212 2T'2 iTi 1 1 212 2�2 1 1 i 2 1�i I;I— 1;1 1i2 2j2 1!2 2 2 2 1 C,D,E,F,G, I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF H,I,J,K,'L 1;2 1! "1_11 Tal l'i d2 i- -*I-—-Il-__•l' Fi i i i i 2 22 213 2 2 2`3 3,3 2!2,313, NOTE 2. 1 12 212 11 ill r T 24,000 212 212 22 2-ifl'i il'i ABM 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 'il 2 .2T2 -i F2 2ji3 313 212 313 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 'zT__ JiT2 11 11 i[i-1,2 Tj- 2 i'�31 2 1�2 2i2 2,2 2['2 2 12 212 2,13 C,D,E,F,G, 1 i,�jEkFf,I' .1 1 ARE 1*LESS. 2 1 1 2 1 1 2 -I TFZif .213 ifli 1 2 3 2*112 212 213 112 21'3 2 213,2 2 2[3 31*3 21 31 314 3 2 3i3 3 4 3:3 32.ODO S.RES & -19Y PRES�U E LIMIYATIO _ Ns SIZE BLOCKS OF THE ADJACENT TABLE WITH A A'B'M BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A i2 213 i 1=3 i-13 2Ti 1-3 313 ifil 3 4 2 3 iF,4. 112 iT,i-1-ji 11-2 -2i 3-,-.1- 2 3 3:3 414. .2�_ I MAXIMUM DESIGN PRESSURE WITH THE QUANTITY C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 1 2 2 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 1�2 212 2 3 112 212 212 _2_ 314 313- 1 13[iFi i f 4 _21,1 i i i 1�1�'!13P Il 51 4 li4 SIZE AND GLASS TYPE IS AVAILABLE. i!ji' ij-3�i_13 37.000 213 A H,LJ,K,L -IT- MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE 2 1 2 2 1 1 2 2 1 1 1 2 E 4,SHEET 11 FOR METAL SUBSTRATE - 6.SEE NOT 3 2� - --1- 2 _' ' Y 1 '21 11-3 12 3 4 2 3 3j3 3 4 3 3 314 ABM 123 2i "Aif 1212 12 2i2 2 3 112 2 j j3 2i2 21 REQUIREMENTS. PSF 79 L C,D,E,F,G, 2 2 2 2 2 2 2 2 2 1 2 2 2-T 2—2 —2 2 2 B '2 ' oo H,kJ,K',L 2F2 2,2 2 3 2 13 T 31 3,"i 4 2121 i 40,0 13 2'dJ 3F4 315 3 3 314 45 313 414 2 2 2 2 2 2 2 li2 2 2 2 2 2 2 2 2 2 1 2 1 2 i- ai!3 4' TABLE KEY: _r Ij 2 _iT5]3 31 3 i 4 4 ;3 213-il 2 T�Tj� A,BIM 2 2F V,2 212 2i3 2i2 213 213 21 i 3 2: 214 PSF 79 - &M PSF C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 i2 2 2 2 2 118 ir il_ 3 n2 2 212 2 13 2-Ti ill �l 212 if3.�1`4 i13 5 ill 4 3i3 :fl-i ir� 314 (DP LMTED) 44.000 H,IJ,KL 2 Tj5 713 ��"A HEAD 2 _2 2 2 2 2 2 2 2 2 2 2- 2 1 2. 2 JAMB kS AMB 0 VE 2 3 AB,M 2T 2 i2 12 313 2�4 2�3 313 314 21 WG.RAIL 3 _il_4I 3%i"3 3 3�)4 PSF 79 79 1 4, JAM BELOW PRODUCT REVISSD as complying with dw roxift 2 2 2 2 2 2 2 2 2 2 MTG_RAIL nwld SO.& C,D,E,F,G, 2 2 2 2 2 . 2 2 2 t7' 2 2 ji22 2 M�2 2 T .2 312 2 2_14 3 3 4 1 i 51'3';!4 2 2 2 2 2 3 3 E34 Iiw D64 0&30'0 _4' jl'-- A ND 48.000 1 3, 5 313 3%1-�3"4';;'5 416 il_� T- 2 'i 21'i 4 T 21 2ij. H,I,J,KL 272 i,T-21. _2� 2:.2 2'1 '5 G.im' Dae 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 1 2 2 3 2 2 (FULL DP) By Mi de PrcdoO 2 2 2 2j3 212 2i3 33 1314 3!4 -4. 3i3 415 5i5 HEAD 2 i�l IF 4 1 1 2 3 i4 AB,M 2F2 L2 3 2 PSF 72 79 79 JAM ABOVE 2 3 MFG.RAIL �Oy C,D,E,F,G, 2 2 2 _2 2 2 2 2 3 2 3 3 .3 'N�s\' LYNAf W �3 3 15 3'3 414'4"6 i 4 4 5 46 3i4 2;3 3i4 4 31 1 WG.RAIL -Z 2 _T3 2-:2. 314 2;3 3 T 2 2 T 53.125 212 2 2 JAM BEL H,I,J,K,L 2 2 22 2 2 1 2 2 2 2 No.58705 T 2��_ i . 1 FULL OP 1�2 SEE TABLE I FOR ML 212 2'12 2!3 2�3 314 34 213 3: 14 4.. i3 .5 4 '-il- 4 ji%]��' 4 4'61'32 107OTECHN OLOGYORIVE K VENICE,FL 34275 ANCHORAGE SPACING, 1/1 WINDOWS • STATE 3 (941)4SO-16(941)480-1600 Ire 0.ID INO CMN09S THIS SHEET. CERT.OF AUTH.MM6 AL M.SINGLE HUNG KUDOW,IMPACT-la-ftw- A. J.J.FJG 712205 - SW7 1 FLP.E.#5870S 4WD-" G ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: WINDOW HEIGHT 1.ANCHOR TYPES: I-1l4'ELCOULTRACONSOR#12 SCREWS INTO METAL SUBSTRATE'---_ 29.655 1 37.155 44.655 52.155 59.655 67.155 74,655 76.000 2-1l4•ELCO,SS4 CRETE-FLEX ANCHORTYPE---o o in 01 0 0 L) a ocqoNo 0 3-#12 SCREWS mo z- 0 z z_zmoc4z , Ajo' OZA 0 z z zm m -z vj 0 RIO Z-Z 0 Z-Z WINDOWI GLASS jg N 0 0 cq 0 oci� o 0 o ci�C, 0 oci0-0 2.ANCHOR LOCATIONS ARE BASED ON THE WIDTH TYPE 0 L) L) 0. 0 0 0 1-0 0 0 01 FOLLOWING DIMENSIONS: C,D,E,F,G, I I 1 1 - 1 1 1 1 1 1 1 1 1 1 1 HEAD-18172'MAX.FROM TOP CORNERS ii-11T .- _ -1- 1 S-17='MAX.FROM TOP CORNERS 19.125 i5' �2irf2 iT 1 212 2 3!2 r1i i l'i-2'-!-2_irl 2- 2-fr- — 3 i 2 2,2 3 2 KIAWL 15"MAX.FROM BOTTOM CORNERS ABM 6"MAX.BELOW MTG.RAIL ill 1 212 211 212 21 T-' 2!2 2)2_iFi-i- 212 �12K-2 3,2 2Ti 312 312 -2-T2-'— 312 SILL-ANCHORS NOT REQUIRED PSF 79 3.INSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G, QUANTITIES USING THE DIMENSIONAL CRITERIA OF .L I�JJ.K NOTE 2. i 1 1!1 212 ill 2i2 212 212 1-12 ii-ilTIF" 'if 3112 3j_2j'2T12j'3'7 H,I,J 24.000 f XL I I A,B,M 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 312 31 1 1 j I FLANGED WINDOWS, INTEGRAL FIN DIMENSIONS 012121111 2!2 212 212.212 _j ij i 2t2 2 jT - -2 212 -3 PSF 68 7 1"7 212121212 ARE I*LESS. C,D,E,F,G,_iHl 1 2 1 1 2 1 1 S. DESIGN PRESSURE LIMITATIONS, -i ill-i j7 32.000 31 i , L if"i 1i ;2 4:13 H,I,J,K: I F1 Iiii SIZE BLOCKS OF THE ADJACENT TABLE WITH A 121 ill i�a i 'i I -i` I 1 1 1 ' 2 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A M 1� -i-F -i.�� 1 1 1 1 1 2 1 1 1 Ti-2 1111-3 21 30 31 A,B. ill 3 21 3 21 —-Ij-j- i MAXIMUM DESIGN PRESSURE WITH THE QUANTITY i iti! 1 7 3 312 Q 3131212 1313 13 13 3 2147!3 OF ANCHORS SHOWN IN SOLD�OTHERWISE,THE PSF 59 67 79 �IVIUM DESIGN PRESSURE FOR THE RESPECTIVE C,D,E,F,G, 1 1 1 2 1 1 2 2 2 1 2 2 1 1 2 2 1 2 2 1 2 2 1 2 SIZE AND GLASS TYPE IS AVAILABLE. ... 11�l I i�� I_ _T_ 2! . , - -if- 4 37.000 - - i_21---2_!-3-_' ! -i.r i . oiTij 2 S.SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE H,I,J.K.L I 1 1 �111 2T2 212 213 1 i d 'Fi 3i3 3;3-4'-'.3- 'i_`4_iTi 3�fd I d--ii, REQUIREMENTS. Z—, - 4 13 4:4 3' 1 2 1 1 2 1 2 1 ABM 1 1 2. 2 1 2 2 1 2 2 1 2 2 1 1 2 !3 3j3'i'-ijT, 1173 i 13_�7' _:j�_ ";ij 3fflVij 1 11-11 1TI F272 2Ti i ij_3 ii-2. .31 13 31-i'jTj j _�_F3_ iT — PSF S4 79 62 79 1 2 4;3 14 Sr C,D,E,F,G, 2 2 2 2 f 2 2 2 2 2 2 2 2 1 2 2 2 JK L I I __ _T.....__..._4 212 2'2 212-T- I 213 2 3 413 40.0001 H,I,J,KL 1 1 1 13 i 3' 1 .25 313 5�3 Ill 2!2 3:31313 3 TABLE KEY. 4A,B,M2 2 2 2 2 2 2 22 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 _Fj iTi il-3T-3 LIL Z3 313 4 MAX PSF I I 1 1 1 Fi 2 F2 ii i iTi 2;3212 3 PSF 49 1 79 56 79 79 (DP LIMITED) 117 C,D,E,F,G, 2 2 K:G. 2 2 2 2 2 2 1 2_ 2 2 2 2 2-2 2 2 2 2 2 2 2 21 HEAD 3 44.000 13 '�74 3 JAM AJ30 _iF2 I Vii 3 4T� 3!3- 4-31-4 [_3 2;2 2 ii 2!2 — ill Ill ill 1 3!4 213 313 4 4 3 VE 3 3 ABM 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 A2 MTG.RAIL W _�7 -741 V� i-3 4_3 � 4'i-13 �7jk TI-3_43 _4'4 J73 I F,E, 1111212 212 212 i73 2;2_-i 3_iT4 Q 3 3 514 JAMB BELOW as complying with Ow Fkeob PSF 45 74 511 74 79 79mrG.RAIL 11.ildi.g Co& D� I A p'.N.17-D&S .06 C,D,E,F,G, 2 2 2 2 2 2 1 2 2 2 3 2 lov j�2 2 2 �"i i2 �44 33 3 Hi 4 1 4 ��-d il-4 1 d-., -L 48.000 H.t,J.K,L 4T -1 FIT171 -ITI _2N2_i�i_2 F2 3T3 i� _.!Zj.. 1 i4 (FULL DP) By 2 2 2 2 2 2 2-T-2 -2 7j-—2 A,B.M 2 2 3 3 2 2 3 2 2 2 ade PrOdud I -3 T- ! -,j-f-31-57 'i '37i 4 4!� .3 .41 JAWS ABOVE 2 I 2T 2 2:2 2=2 3=3 ijj i'I'i 141 4 4741 if PSF 41 67 46 67 76 79 MTG.RAIL \\q,,c)tk'y LYNN C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 JAMB BELOW �'Q 3 1 3 ji2 1��_ 3 2 1.�3 3 2 3 3 2 3 iL%CENaj*-.cr; .e .4 -i 14 5 Ti 4-1-i 5-ri MTG.RAL H,I,J,K,L 53.125 1 Fl ITI 2F2 2 2 3F31"i"3 3T3 �if 313 F4 4 '4Fp 2 2 2 2 �z No.5870S A,B,M 2 -2 3 2 3 2 3 SEE TABLE 2 FOR 14 ;3 5,4 �3 F2 3 4, 3 LL 1 .21212 3; FU DIP j-0 a OLOGY DRIVE • N.TVENICE,-1 600 .% /T., �o IL 1070 'T ST TE (941)480-1600 L ANCHORAGE SPACING,STANDARD VIEW .........Oc�� 06WI 7 _CA.CHANGES THIS SHEET. CERT.0FAUTKN2W% ALUM.SINGLE HUNG WINDOW,IMPACT j�y. 0 --T�— —T_" OD — A.`&NN P.E. I NTS 9 11 4040,20 G FL P.E.#58705 F.K. 7129105 J.J.J.j. 72307 SH7W ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS),CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1. ANCHOR TYPES: 1-1/4"ELCO ULTRACONS OR#12 SUBSTRATE: 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 SCREWS INTO METAL � 2-1/4"ELCO SS 4 CRETE-FLEX ZZm �Z ZmO Z zANCHOR TYPE: U U 1:2 U U U U ❑ U U ❑N U U m mO Zz 0 Z Z 3-#12 SCREWS 0NZzN — r � - m 3 Ow� v UO c"I O O CIE UC0UNNUUNO, U2 ANCHOR ARE BASED ON THE FOLLOWING WING TYPE UU UN L WIDTH WINDOW GLASS N 19.125 D,E,FA 1 1 1 1 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JHEAD_181/2"MAX.FROM CORNERS K,L �� 1 ....1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 8 -3 3 3 AMBS 1 1/2"MAX.FROM TOP CORNERS 111 1/2"MAX.ABOVE THE MEETING RAIL 24.000 D•E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 6"MAX.BELOW MTG.RAIL K,L 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 15"MAX.FROM BOTTOM CORNERS 32 DOD D,E,F,J, 1 1 1 1 1 1 2 1 1 2 1 1 1• 1 1 1 1 1 1 1 1 1 1 1 3.DETERMINE THE ANHCOR QUSILL-ANCHORS NOT ARED NTITIES FOR CUSTOM K.L ...� .....�... ..'.. ..2.......2_.....2._. 3 - 2- '--3... ...3......3......3-- `'3 2 3 4 3 4 4 3 4 5 3 5 VIEW WINDOWS FROM TABLES 7.AND S.USING THE PSF 79 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. _.. _. ..__.. ..__......---- --............... ._.._. ...-... _._....._....._.. _.__..._..._.._._...----..---.. ..__.... ........ 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW KX 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 WINDOWS ARE 12 5/8'MIN.T038'MAX. PSF 79 79 79 79 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ?__._.2..._2.._2. 2 2 2 2 2 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE K. 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 B 1'LESS. 6.DESIGN PRESSURE LIMITATIONS: PSF 79 76 79 77 79 79 79 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 44,000 D,E,F,J, 22 2 2 2 2 2 2 2 2]. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 1 5 5 4 5 5 4 6 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS PSFI 78 1 79 1 70 79 79 71 79 73 76 SHOWN IN BOLO. OTHERWISE,THE MAXIMUM DESIGN 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 PRESSURE FOR THE RESPECTIVE SIZE AND GLASS ..__.__.. ................_. ......... __........_...._......... ...... ---.... ....._... TYPE IS AVAILABLE. K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 8 6 5 6 7, SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE REQS. PSF 71 1 79 63 71 79 64 74 66 n 69 ss TABLE 7.KEY: 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 _..... -- - ...._.._._.._.. - ._.._....._...... ........ M4X PSF K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 SEE TABLE 3 FOR (DP LIMITED) 112 FULL DP ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLE 8. JB ABOVE 2 SASH HEIGHT MTG.RAIL SUBSTRATE: 12.776 15.776 18.776 1 21.776 24.776 1 27.776 30.776 31.108 ANCHOR TYPE. ❑ o ❑ ❑ v ❑ ❑ v v ❑ v v ❑ v v ❑ v o ❑ v ❑ 0 v z (FULL m O N Z Z �'?O N Z Z c?O N Z Z o'?O N Z Z t?O N Z Z m O N Z Z �?O N Z Z �'?O N Z Z WINDOW N O N O � ONg O � ONgg O � ONgg O ONg O � ONQ 0 0aN O O HEAD 2 WIDTH U U ° $ ❑ o S U U S U v 5 v O 5 O ❑ t, U JAMB ABOVE 4 I 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL 24.000 2 1 1 2 1 2 2 212 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32000 2 1 2r74 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 TABLE 8.KEY: FR mPlYi Ravhs� WI complying with um Florida MAX PSF 0uilding Code 37.000 2 1 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 - 3 4 3 4 nccepuaco No I - 3O I (DP LIMITED) 1121 Date 40.000 JAMB BELOW 2 By 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4G RAIL Mi Dade Fiodt / 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 I1/ (FULL DP) ��:.•''VtCENS�c'•.�('� i 48.000 63 72 78 JAMB BELOW 2 2 2 2 2 2 3 2 3 4 1 3 3 4 3 4.—4T3 4 5 3 4 5 3 4 MTG.RAIL _ N0.58705 73 1 58 66 1 72 SEE TABLE 3 FOR - 53'125 2 1 2 1 2 2 2 2 1 3 3 3 4 3 4 4T3 T 4 t 5 3 4 5 3 5 1 5 1 3 5 FULL DP - =�0 4r/— ! 1070 TECINOLOGY DRIVE N.VENICE.FL s�s ANCHORAGE SPACING,CUSTOM VIEW F S/.........�.-N i ade Ra,tbie CERT.OFALITH.R29290 ALUM:SINGLE HUNG WINDOW,IMPACT 'r ZONA�LL11E� 'G�� s JR pgpa'17 p NO CHANGES THIS SHEET. a.s�w.- — rm,r a..`vN. ar. A.LYNN M�LLCR,P.E. amn ey. aRC OmbC pie IGT IRXDIISNI .M ® d F.K. 7/29/05 J.J. 123'07 u�nmrrtsa�meo SM00 IVTS 10 11 4040-20 G FL P.E.#58705