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HomeMy WebLinkAboutProduct Approval i,Av1Ity:,%C F")REHS A$S0'_'1A'k0N Hallmark® Certificate of AMS, INC. W Adrninistative Managcincnt Sv%tcms.Inc, Conformance and License (CCL) _DMA Plygem/Silverline Mfr ID: 440 1 Silverline Dr - For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: hftps://www.cornerstonebuildingbrands.com/residential- solutions/windows-and-doors TEL: (919)677-3900 Product No. Product Name Standard Rating Wide High Test Report# CertDate ExpDate 140-H-046.26 5500-5700/5502HV-5702HV 2 PnI Patio Door 101/l.S.2/A440-11 Class R-PG50;Size Tested 1819mm 2026mm F3692.02-109-44 2119/2016 1M2026 1819mm x 2026mm(72 x 80) Type-SD;DID+50/-50 psf-, Water Test Press 360 Pa (7.52psf) 440-H-046.27 5500-5700/5502HV-5702HV 2 PnI Patio Door TAS 202-94 72 x 80,DID+50/-50 psf 1819mm 2026mm F3692.01-109-18 3/17/2016 1/29/2026 WDIVIA and AMS HEREBY CERTIFY that the aforesaid Company("Licensee"), at its participating manufacturing plant(s), is licensed to use the WDIVIA By., John lkfcFee, VP of Certification Programs, ITO1Lf.4 Hallmark Registered Hallmark on product lines that have been manufactured in accordance with the indicated standards. It is further certified that the plant(s), Facilities, quality control procedures, methods, and processes of Licensee have By: Lucas L_ Wenzel,Authorized Representative,AMS been inspected, and are subject to regular follow-up inspection and test. It is further certified that samples of the product set forth above were tested and Program Sponsor: Program Administrator: found to comply with the standards. Window and Door Manufacturers Assoc Administrative Management Systems,Inc. 330 N.Wabash Avenue,Suite 2000 PO Box 730,205 West Main Chicago,IL 60611 Sackets Harbor,NY 13685 TEL(312)6734828 www.wdma.com TEL(315)646-2234 staff@amscert.com e topy -R2— IREViE AM CODE COMPLIANCE ST. LUCIE CCU Ty @L:;0CC ND-20 512612016 JGK Monday, May 17, 2021 Page 1 AMERICAN CRAFTSMAN WINDOWS AM E RI CAN CRAFTSMAN WINDOWS SILVER ONESILE WINDOWS AND DOORS ONE ILVERLINE DRIVE NORTH BRUNSWICK,NJ 08902 SILVER LINE BUILDING PRODUCTS PH:(888)741.0354 G W N V1 SERIES/50 SERIES GLIDING N z PATIO DOOR (5502HV/5702HV) z on N 2� GENERAL NOTES: (HVHZ) (NON—IMPACT) �Z z 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND z� o MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA MAX OVERALL SIZE DESIGN a cc BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN WIDTH HEIGHT CONFIG. PRESSURE IMPACT RATING MISSILE �� u m EVALUATED ACCORDING TO THE FOLLOWING: w o wz z o 0 • AAMA/WDMA/CSA101/I.S.2/A440-11 715/8" 793/4" OX +50/-50PSF NON-IMPACT wqQZ CD N • TAS 202-94 Ln W N �., z O 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING AS TABLE OF CONTENTS vWi A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF � WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS SHEET SHEET DESCRIPTION TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 1 GENERAL NOTES&GLAZING DErnits F z a INSTALLATION. 2 ELEVATION&ANCHOR LAYOUT uD } 3 VERTICAL SECTIONS ai Z m LL Q 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND a 4 =x U z ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 4 HORIZONTAL SECTIONS rn o J u u^ STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE 5 INSTALLATION NOTES,ANCHOR DETAILS&SCHEDULE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD t 11111 FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC 3/4"O.A.INSULATED GLASS AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC I �p SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE N 7 FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED _ ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC S A OF DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ — P•;�11I AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO BE '�` - O OBTAINED FROM MIAMI-DADE RER OR AHJ. EXTERIOR \� INTERIOR iS O S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS MIN.GLASS 111111111T% ` PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. I I BITE 1/2" PHERMES ENOR RO 1 ❑ 398 E.OANIA BEACH BLVD.,STE 338 6. FRAME MATERIAL:PVC / DANIA OF BEACN,F MON GLAZING NOTES: FBPE CERT.OF AUTNORQATION NO.1BT GLASS THICKNESS AND TYPE SHALL D BUILD' CHARTS REQUIREMENT. NG DROPS,INC 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 COMPLY WITH ASTM E-1300 GLASS (BUI E.DANIA BEACH BLVD.,0338 _ GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAIL. GLASS TYPE SHALL COMPLY WITH 3/32"SETTING BLOCK — TREMCO 30-DGI3 P-_ DANIA BEACH,F.33Do4 54)3994478 FA:(954)744-0738 FBC SAFETY GLAZING HOT MELT FILM REQUIREMENTS. GLAZING DETAIL 1 20101 DWG#: Digitally signed by Hennes F Norero S W D 003 Reason:I am approving this document Date:2020.12.17 18:45:49-05'00' SHEET: OF 5 AMERICAN CRAFTSMAN WINDOWS SILVER LINE WINDOWS AND DOORS ONE SILVERLINE DRIVE NORTH BRUNSWICK,NJ 08902 PH:(888)741-03S4 CC, N a Q p N Z 0 r = ? DO N x x F- 0� m o MAX.FRAME C7 S Z WIDTH 715/8" Z_1 Oo �= a MAX.DLO. 6"MAX. (D z A WIDTH 31" 18 MAX.MAX FROM a v m 3 3 O.C. �` CORNERSTYP. cc z 0 0 0 ,wn� z o Q N p \ E ,Ln W ui Z w > O 4 4 W W t A C W C3 w MAX.FRAME 4 ��0�� %�� 4 In HEIGHT 793/4" ��O"i _ > K MAX.DLO. E 18"MAX. E � HEIGHT73" a O.C. FI z Q Do ♦- ai z Do , Q z L-LL 1:�:Q Ln z 0 69 L 6"MAX. FROM CORNERS TYP. ,•' �� ELEVATION ANCHOR LAYOUT N �o SLIDING GLASS DOOR THROUGH FRAME INTERIOR VIEW S A OF L'r i T O IDP'••'� �/�C O J HERMES F.NORERO FLORIDA P.E.NO.""S 398 E.DANIA BEACH BLVD.,STE.37B "AMA BEACH,FL 33004 FBPE CERT.OF AUTHORIZATION NO.79T BUILDING DROPS,INC. O398 E.DANIA BEACH BLVD.,0338 Z DANIA BEACH,FL 33004 PH:19541399-8478 FX:(954)744A738 FL#: 20101 DWG#: SW D003 SHEET: 2 OF 5 AMERICAN CRAFTSMAN WINDOWS SILVER LINE WINDOWS AND DOORS n� ONE SILVERLINE DRIVE ❑o�a c�oLJ NORTH BRU SWICK,NJ48902 I— o u W N FIXED HEAD REINF. FIXED � HEAD REINF. ¢ � GALVANIZED STEEL GALVANIZED STEEL a ¢ o � 0 � / ? C3 N SEE GLAZING SEE GLAZING > DETAIL,SHEET 1 DETAIL,SHEET 1 = O o. z O z a J 2 Ur O CC WG DO of Wo 0 n3 z o N N> > () W_ W f W W N F2 F F2 O j w_ EXTERIOR INTERIOR O z w EXTERIOR INTERIOR = p z ¢ } w ~m [O3 �yl [a z h o _= gz 0 0 u ``,`1U(Iuelrrr1,' �� O j�i i' i SEE GLAZING SEE GLAZING N * � DETAIL,SHEET 1 DETAIL,SHEET 1 S A OF a i O FIXED SILL REINF. FLORIDAP EN.Do nTNI GALVANIZED STEEL FIXED SILL REINF. {� GALVANIZED STEEL D9e E.DANIA BEACH FIL aiooiE�� II�JI FBPE CENT.OF AUTHORIZATION NO.10T NG DROPS,INC. Q�❑ nn �I n ❑ 398 EI� DANIA BEACH BLVD.,9338 L�OCQ�0 © DANIA BEACH,FL33DD4 PH:(954)399-8478 FX:(954)744-0738 A VERTICAL SECTION FL#: VERTICAL SECTION 20101 3 NO FLANGE 3 WITH OPTIONAL ACCESORY FLANGE DWG#: SWD003 SHEET: 3 OF 5 AMERICAN CRAFTSMAN WINDOWS SILVER LINE WINDOWS AND DOORS SEE GLAZING DETAIL,SHEET 1 ONE SILVERLINE DRIVE NORTH BRUNSWICK,NJ 08902 — INTERIOR PH:(888)741-0354 7�a— SEE GLAZING (_] DETAIL,SHEET 1 rJ l INTERIOR / nI a ¢ o 1 \ i--lfo�,,� z INTERLOCK SEE GLAZING I Z m REINFORCING DETAIL,SHEET I 114J GALVANIZED STEEL G I = EXTERIOR SEE GLAZING EXTERIOR Q a DETAIL,SHEET 1 z Z O _o _ D.L.O. D.L.O. 26 F- O.A. ^ u u cc UNIT W z w W WIDTH W 0 C3 N K Z C3 Q N DA ! w Z HORIZONTAL SECTION HORIZONTAL SECTION HORIZONTAL SECTION CC W W 2 CC 4 NO FLANGE 4 4 NO FLANGE � J F Q Q Z UD :�: Y W m N m LL J oni -� __ � Z O C] U a _ `11111111J///7 0o SEE GLAZING �o �% DETAIL,SHEET 1 INTERIOR mo �j ( SEE GLAZING J — S A OF O: y DETAIL,SHEET 1 oJI_ EXTERIOR FLORIDA 73 D.L.O. D.L.O. DANIA P.E.BLVD]S 300 E.DANIA BEACH BLVD.BTE]]B OANUIBEACN,FL G'A]]0 NU O.A. FBPE DERT.OF AUTNORTIO NO.R3T UNIT BUILDING DROPS,INC. WIDTH Q 398 E.DANIA BEACH BLVD.,p338 DANIA BEACH,FL 33006 7H:(9S4)399-8478 FX:(954)744-4738 HORIZONTAL SECTION HORIZONTAL SECTION FL#: 20101 (� WITH OPTIONAL ACCESORY FLANGE 4 WITH OPTIONAL ACCESORY FLANGE DWG#: SWD003 SHEET: 4 OF 5 AMERICAN CRAFTSMAN WINDOWS MIN.EDGE DISTANCE '` MIN.EDGE SILVER LINE WINDOWS AND I(` DISTANCE DOORS SUBSTRATE BY OTHERS ONE SILVERLINE DRIVE SUBSTRATE BY OTHERS NORTH BRUNSWICK,N108902 PH:(888)741-0354 MIN.EMB. MIN.EMB. W N FNOTE:0MBS HAVEo ILAR DETAILS Qo��❑0Q ❑0LJ z W 'i n 1/4"MAX. n 1/4"MAX. O= _ I I SHIM SPACE SHIM SPACE a DOr IJII 2�J EXTERIOR INTERIOR EXTERIOR U INTERIOR C]o a DC 5 ANCHOR DETAIL ANCHOR DETAIL Z= 0 Z THROUGH FRAME WITHOUT FLANGE(HEAD) 5 THROUGH FRAME WITH FLANGE(HEAD) CL u W Z W LL C Z 0 O n I° Q N EXTERIOR 11 INTERIOR N a j O IIJI W N W F 1 4"MAX. vv)LIU "' o / H SHIM SPACE '1> QUO° �Ejoo I0 W a Q INSTALLATION NOTES: Z MIN.EMB, w 'i E. vl m Z ai � ut 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN ON SHEET 2. O1 Z DO W Om �i J um N Z 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED C3 p u FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. SUBSTRATE BY OTHERS 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/2 INCH THE DEPICTED LOCATION MIN.EDGE `+11 i L Li J JJ J &SPACING IN THE ANCHOR LAYOUT DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES DISTANCE ,`"\%.. OIt1;r' ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARINGSHIM(S).MAXIMUM ALLOWABLE C ANCHOR DETAIL _=�� :.`,\•E••S••,'pO�� SHIM STACK TO BE 1/41NCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5 THROUGH FRAME(SILL) S. FOR MASONRY OR CONCRETE OPENINGS,1X WOOD BUCK MAY BE USED(OPTIONAL)AS LONG AS THE i S A OF MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING ,n O (pP,r HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE INFORMATION. ••. G��`�� 6 MIINIMU F EMBEDMENT VENEER,AND EDISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM, ANCHOR SCHEDULE JO 111 I 1��3```` MIN.EDGE HERMES F.NORERO 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT DISTANCE FLORIDA P.E.NO.""0 39S E.DANIA BEACH BLVD.,STE.33S DANIA BEACH,FL SUN MATERIAL OR HAVE A CORROSION RESISTANT COATING. WOOD:MIN.SG=0.55 #10 WOOD SCREW 1.5" 0.75' FBPE CEFrr.OF AMOROATION NO.S9T S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR METAL:18 GAUGE 3 THREADS MIN BUILDING DROPS,INC. #14 TEK SCREW PENETRATION BEYOND 0.75' Q 398 E.OANUI EACH BLVD.,R338 JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE Steel,MIN.Fy=33KSI METAL DAN IA BEACH,EACHFL BLVD., SHELL OF BLOCK. THROUGH FRAME PH:(9 DANLA BEACH, F%:(9541744-473R 04 CONCRETE: 1/4'ITW TAPCON 1.75' 2.5' 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S fc=3000PSI FL#. 20101 INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS MASONRY:CMU per THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. ASTM C90 MIN.2000 1/4•ITW TAPCON 1.75" 2.5' PSI DWG#: 10. SILL SHALL BE SET IN A BED OF SILICONE. - SWD003 SHEET: 5 OF 5