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HomeMy WebLinkAboutProduct Approval (3) 398 East Dania Beach Blvd. BUILDING DROPS Suite338 A Perfect Solution in Every Drop! RECEIVED r iie CYBeach, FL 33004 Certificate of Authorization:29578 lam/ y .8478 PH JUL 19 2021 6y 4 8 Fx 4coc£� in .com St.Lucie County CODE COMPLIANCE i Permitting © L CIE N 6� COUNTY Y Product Evaluation Report 0CC7/U)2j of American Craftsman Windows Silver Line Windows and Doors 70 Series/V1 Series / (2127) Single-Hung Windows (HVHZ)(IMPACT) for Florida Product Approval FL ' FL3.4911 Report o. 726 Current Florida Building Code Method: 1—D (Engineering Evaluation) Category: Windows Sub—Category: Single Hung Product: 70 Series/V1 Series/(2127) Single-Hung Windows Material: PVC Product Dimensions: See Installation Instructions, SWD050 Prepared for: Silver Line Windows and Doors One Silverline Dr. s``tx.jjo 1111 j J J J�s� North Brunswick, NJ 08902 Q i Prepared by: e �� E s ft mb N • 77 :moo Hermes E. Torero, P.E. _ Florida Professional Engineer#73778 S A OF m Date: 10/14/2020 r. O � Contents: Evaluation Report Pages 1—4 ''i� Oea 1'EN!``�m Digitally signed by Hermes F Norero Reason:I am approving this document Hermes F. Norero, P.E. Date:2020.10.22 02:28:29+02'00' Florida P.E. No. 73778 BUILDING DROPS FL#: FL14911 A Perfect Solution in Every P•Dro ! Date: 10/14/20 Report No: 7263 Certificate of Authorization:29578 Manufacturer: Silver Line Windows and Doors Product Category: Windows Product Sub-Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: 70 Series/V1 Series/(2127)Single-Hung Windows (HVHZ)(IMPACT) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Silver Line Windows and Doors based on Method 1d of the State of Florida Product Approval, Florida Department of Business and Professional Regulation -Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Current Florida Building Code. See Installation Instructions SWD050,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the Current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the Current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of Installation Instructions SWD050 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD050 for size and design pressure limitations. Hermes F. Norero, P.E. Florida P.E. No. 73778 Page 2 of 4 BUILDING DROPS FL#: FL14911 A Perfect Solution in Every Drop! Date: 1 No: 726 Report No: 263 Certificate of Authorization:29578 Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the Florida BuildingCode for manufacturing under a Quality Assurance Entity through g Y Y Window and Door Manufacturers Association (FBC Organization#QUA2515). Performance Standards: The product described herein has been evaluated per: • TAS 201-94 • TAS 202-94 • TAS 203-94 • ASTM E330-02 • ASTM E1886-12 • ASTM E1996-17 • AAMA/WDMA/CSA 101/I.S.2/A440-11 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories, Inc. (FBC Organization#TST1589) Report: Dated: NCTL110-16327-1 08/13/2013 Signed and Sealed by: Harold E. Rupp, FL PE No 15935,Sealed Date 02/06/18 NCTL110-16327-2 11/05/2013 NCTL 110-16327-3 08/13/2013 11524.01-109-47 05/01/2018 11238.01-109-47 03/28/2022 2. Quality Assurance Window and Door Manufacturers Association (FBC Organization#: QUA2515) 3. Material Certification Miami-Dade County Notice of Acceptance Eastman Chemical Company(Previously Solutia) Saflex(Vanceva Composites) PVB Interlayer 4. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida P.E. No.73778 Page 3 of 4 QBUILDING DROPS FL#: FL14911 A\\ /20 A Perfect Solution in Ever Drop! Date: No: 726 4 Y p• Report No: 7263 Certificate of Authorization:29578 Installation: Refer to Installation Instructions (SWD050)for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions(SWD050)for anchor spacing and more details of the installation requirements. Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. Manufacturer has tested their products to the following test standard edition(s): 1) AAMA/WDMA/CSA 101/I.S.2/A440-08 2) ASTM E1886-05 3) ASTM E1996-06/09/12 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) AAMA/WDMA/CSA 101/I.5.2/A440-11 2) ASTM E1886-12 3) ASTM E1996-17 After review of the above mentioned referenced standards and editions,it has been found that no significant technical changes have been made to the test standards that would affect the results.All referenced standards have been found to be equivalent.All material test results meet minimum requirements of the current FBC including HVHZ provisions. Hermes F. Norero, P.E. Florida P.E. No.73778 Page 4 of 4 398 East Dania Beach Blvd. BUILDING DROPS Suite338 A Perfect Solution in Every Drop! Dania Beach, FL 33004 Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report of American Craftsman Windows Silver Line Windows and Doors 70 Series/V1 Series/ (2127) Single-Hung Windows (HVHZ)(IMPACT) for Florida Product Approval FL# FL14911 Report No. 7263 Current Florida Building Code Method: 1—D (Engineering Evaluation) Category: Windows Sub—Category: Single Hung Product: 70 Series/V1 Series/(2127) Single-Hung Windows Material: PVC Product Dimensions: See Installation Instructions, SWD050 Prepared for: Silver Line Windows and Doors One Silverline Dr. North Brunswick, NJ 08002 �®�� E 0 Prepared by: •°��-� E .s N 7 O • Hermes Ea Norero, P.E. Florida Professional Engineer#73778 S A OF Date: 10/14/2020 O O Contents: ��i SS • G� ��� Evaluation Report Pages 1—4 ��/� 0"'1 ENt�%% Digitally signed by Hermes F Norero Reason:I am approving this document Hermes F. Norero, P.E. Date:2020.10.22 02:28:29+02'00' Florida P.E. No..73778 BUILDING DROPS FL#: FL14911 /20 A Perfect Solution in Every Drop! Date: 1 No: 726 Report No: 263 Certificate of Authorization:29578 Manufacturer: Silver Line Windows and Doors Product Category: Windows Product Sub-Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: 70 Series/V1 Series/(2127)Single-Hung Windows (HVHZ)(IMPACT) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Silver Line Windows and Doors based on Method 1d of the State of Florida Product Approval, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Current Florida Building Code. See Installation Instructions SWD050,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the Current Florida Building Code, including the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the Current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of Installation Instructions SWD050 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD050 for size and design pressure limitations. Hermes F. Norero, P.E. Florida P.E. No. 73778 Page 2 of 4 BUILDING DROPS FL#: FL14911 A Perfect Solution in Every Drop! Date: 10/14/20 Report No: 7263 Certificate of Authorization:29578 Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Quality Assurance Entity through Window and Door Manufacturers Association (FBC Organization#QUA2515). Performance Standards: The product described herein has been evaluated per: • TAS 201-94 • TAS 202-94 • TAS 203-94 • ASTM E330-02 • ASTM E1886-12 • ASTM E1996-17 • AAMA/WDMA/CSA 101/I.S.2/A440-11 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories, Inc. (FBC Organization# TST1589) Report: Dated: NCTL110-16327-1 08/13/2013 Signed and Sealed by: Harold E. Rupp, FL PE No 15935,Sealed Date 02/06/18 NCTL.110-16327-2 11/05/2013 NCTL 110-16327-3 08/13/2013 11524.01-109-47 05/01/2018 11238.01-109-47 03/28/2022 2. Quality Assurance Window and Door Manufacturers Association (FBC Organization#: QUA2515) 3. Material Certification Miami-Dade County Notice of Acceptance Eastman Chemical Company(Previously Solutia) Saflex(Vanceva Composites) PVB Interlayer 4. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida P.E. No.73778 Page 3 of 4 BUILDING DROPS FL#: FL14911 24A\\ A Perfect Solution in Every Drop! Date: 1 No: 726 Report No: 263 Certificate of Authorization:29578 Installation: Refer to Installation Instructions (SWD050)for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions(SWD050)for anchor spacing and more details of the installation requirements. Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. Manufacturer has tested their products to the following test standard edition(s): 1) AAMA/WDMA/CSA 101/i.S.2/A440-08 2) ASTM E1886-05 3) ASTM E1996-06/09/12 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) AAMA/WDMA/CSA 101/I.S.2/A440-11 2) ASTM E1886-12 3) ASTM E1996-17 After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results.All referenced standards have been found to be equivalent.All material test results meet minimum requirements of the current FBC including HVHZ provisions. Hermes F. Norero, P.E. Florida P.E. No. 73778 Page 4 of 4 AMERICAN CRAFTSMAN WINDOWS AMERICAN CRAFTSMAN WINDOWS cSILVER LINE WINDOWSAND DOORS a SILVER LINE WINDOWS AND DOORS ONESILVER (888)71-035DRIVE NORTH BRUNSWICK,NJ 08902 PH:(888)741-0354 70 SERIES / V1 SERIES / (2127) ry a H Z m B SINGLE— HUNG WINDOWS _ �To M 9 omLLEe a3a w off (HVHZ)(IMPACT) maa z Z g a GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAX OVERALL SIZE TABLE OF CONTENTS z co < } DESIGN m MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CONFIG. MISSILE oN N o FLORIDA BUILDING CODE(FBC),INCLUDING HVHZAND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 52^ 73" O/X +55/-60 PSF LMI/SMI 1 - GENERAL NOTES&GLAZING DETAIL F • TAS 202-94 2 - ELEVATION&ANCHOR LAYOUTS • TAS 203-94 REMARKS BY DATE • ASTM E330-02 3 - VERTICAL SECTIONS • ASTM E1886-12 7TH FBC EDITION NUS 0/14/2 • ASTM E1996-17 4 - HORIZONTAL SECTIONS • AAMA/WDMA/CSA 101/I.S.2/A440-11 HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES& 2. ADEQUACY OF THE EXISTING STRUCTURAL S REINFORCEMENT DETAILS CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING IHI"SA niia 1+m a AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF Eneacruu canoioi nirm vioi WITHSTANDING AND TRANSFERRING APPLIED PRODUCT iir vrz�oHomorvs—SE oHWeciiei+HnuO—E SiN0'n THE REpUiREM_o CEwSED LOADSTOTHE FOUNDATION ISTHE RESPONSIBILITY OF THE E A"E"nEusewarEa*ailrsooc�mE�r.Erpi1C ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. eason:I am approving this document 43/64"O.A.I.G.LAMINATED GLASS ate:2020.10 GI11p0;+02'00' 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND CONSISTING OF: ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 1/8"ANNEALED GLASS STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 7/32"STEEL SPACER �� • �I RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 3/32"ANNEALED GLASS v �.�•E �O�� RECORD FOR THE PROJECT OF INSTALLATION. N 7 7 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE EASTMAN CHEMICAL COMPANY * r s GENERIC AND MAY NOT REFLECTACTUAL CONDITIONS FOR 3/32"ANNEALED GLASS '0 S A OF A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION 41, TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, \ 0 P;•• i A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE iT�s�'O SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN EXTERIOR / INTERIOR �/� H kv, E NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT I ��/rcmp,N. APPROVALTO BE OBTAINED FROM MIAMI-DADE RER ORnn 3"E BEA— CH RL I ` AHI. I\ FEVE<EWO.of BEACRI-1.1 ON .2957e e S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED STEEL SPACER ON THIS PRODUCT IN AREAS REQUIRING IMPACT \ MIN.GLASS FL k: 8 RESISTANCE. 1/8"OR 3/32" BITE 7/16" F L14911 SETTING BLOCK 6. WINDOW FRAME MATERIAL:PVC DOW 99S SEALANT DATE: 01.23.18 E TREMCO S700 SEALANT 7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD DWG.BY: CHK.BY: "s COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED GLAZING DETAIL 1 HR HFN OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SCALE: NTS CHAPTER 23. NOTE: r 11. GLASS MEETS THE REQUIREMENTS OF ASTM E130o ALLGLAZILN SAFETY G AZING REQUIREMENTS OUTLINED IN G CONFIGURATIONS SHALL COMPLY WITH DWG.a: SWD050 g GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. SHEET: CURRENT FBC AND ASTM E 1300 GLASS LOAD �I RESISTANCE. ,I (J OF 5 AMERICAN CRAFTSMAN WINDOWS cSILVER LINE WINDOWS AND DOORS 0 ONE SILVER LINE DRIVE NORTH BRUNSWICK,NJ 08902 PH:(888)741-0354 MAX.O.AFRAME 3 0 ?W E WIDTH 52" F_B p z Q^gee MAX.D.L.O. wzri O -cc 3 m WIDTH 47.69" C7 '" 3"MAX. 6"MAX. 6.25"MAX. 4 Z (D< A B Z FROM O.C. FROM I� I 5 5 N a z g`2 3 3 CORNERS�r CORNERS w J= z o m w C7.r w y m ALL FASTENERS ABOVE ^ THE MEETING RAIL IN a THE INTERIOR IAMB LEB 6"MAX. ��0�� d MAX.D.L.O. "O' TRACK MUST BE FLAT HEAD ~ ��0�� HEIGHT 33.50" C O.C. I REMARKS BY DATE Q L 7TH FBC EDITION NUS o/iQ/z MAX.O.A FRAME 12.50"MAX.O.C. HEIGHT 73" p u'"in LINNOTREFLECT A"TUALCNNNDNNRE FARE GENERIC CTU LCONDITIDNSFDRE GENERIC SRN.IF LTE CDxDITIONS CAUSE INSA RTION TO DE-TE Q FRax,TH E REOUiREEAExR DETAILED HEREN,AUCERSED MAX.D.L.O. X" „ CxGixCER ORMCHDECT—PREPARE9TESPCO IC HEIGHT 33.50" 3"MAX. X 6.25"MAX. X" DDCDMFxTG FOR USE w.T.THaDDF.,,NRxT. FROM FROM CORNERS CORNERS N .7 7 ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT s A of SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW �i O� O lop. PE. 39B E DAMN BEACH BLVD.R 3l8 DANIA BEACH FL 3— FBPE CENT.OF AMC—No,29578 FL a: FL14911 DATE: 01.23.18 -DWG. cHKHFN SCALE: NTS DWG.a: SWD050 SHEET: e LJSJ OF 5 0 AMERICAN CRAFTSMAN WINDOWS SILVER LINE WINDOWS AND DOORS c ` ONE SILVER LINE DRIVE NORTH BRUNSWICK,NJ 08902 PH:(888)741-0354 Z n E 1 wC z>Ga o �� < e iosr"avo SEE GLAZING SEE GLAZING z— G V M= EwiF U' C7 DETAIL,SHEET 1 DETAIL,SHEET 1 >_= w > c J 3 N Z m p p O H p n w 2 a F- C REMARKS BY I DATE _ ~ � 7TH FBC EDITION NUS o/ia/z 0 x = EXTERIOR INTERIOR EXTERIOR INTERIOR LLDE DESCRIBEDRERUNAREGENEIC EFIE Tn ACNAECONDMONSFORASPECIFIC a Q SOEM FS CFRO-EltN-PON-SEN N ONTOOEvuTE ALICENISED E CNTEECi SHILLPREPARE SITE SPECIFIC NNIENT. ,``,,1�111111lf///��� d � � ci p N 7 7 SEE GLAZING SEE GLAZING DETAIL,SHEET 1 DETAIL,SHEET 1 v S A OF 6°w,ntn c S. DANN REACH BIVO•338 DANIA REACH,FL 950RC fi FRPE CERT.OF AUTHOR-ON N..295M FL#: FL14911 DATE: 01.23.18 DWG.BY: `"HFN 3 SCALE: NTS DA VERTICAL SECTION VERTICAL SECTION DWG.a: SWD050 NAIL FIN 3 THRU FRAME SHEET: OF 5 f AMERICAN CRAFTSMAN WINDOWS SILVER LINE WINDOWS AND DOORS c ONE SILVER LINE DRIVE NORTH BRUNSWICK,NJ 08902 PH:(888)741-0354 SECTION FOR INTERIOR SECTION FOR 3 e / _ CONSTANT FORCE �o-� d d m o BLOCK&TACKLE SEE GLAZING SEE GLAZING W Z o m e BALANCERS DETAILSHEETI DETAILSHEETI BALANCERS =`" _ wu� �mmP / ® O O --- - / N x x o 0 o m m N Z = O] / O v w / EXTERIOR ^ a a D.L.O. - t: a REMARKS BY DATE MAX.FRAME WIDTH 7TH FBC EDITION NUS 0/14/z HORIZONTAL SECTION 4 UPPER SASH r NDTIREHERACTIN`LCO AxA 9vFpFC FROND-OR C NS MUSE iNRA IKON TOOEVIATE EREQUI EMEN—MIEEDHEREIN,—CENSED SEE GLAZING SEE GLAZING ``"ivMENTS aE 5E W` *`E�`+F°FIc CETAIL SHEET 1 INTERIOR DETAIL SHEET 1 HTNI9ooNM \\1111111// ``\ O I� OF Y o EXTERIOR ��T 3 O IDP:••�*� i r� D.L.O. tcRn Na 7 N 39B E.OR—BEACH BLVO•398 MAX.FRAME WIDTH oANIa BEACf1,EF BBBOF FBVE CERT.OF AUTHOROATION No.29- a FL#: HORIZONTAL SECTION FL14911 e4 LOWER SASH DATE: 01.23.18 DWG.BY: CHK.BY: HR HFN SCALE: NTS DWG.#: SWD050 SHEET: !/��14 OF 5 MIN. SUBSTRATE 1/4"MAX. SHIM SPACE SUBSTRATE MIN.EMBEDMENT SUBSTRATE EDGE DISTANCE BY OTHERS BY OTHERS •--y INTERIOR BY OTHERS AMERICAN CRAFTSMAN WINDOWS c fERS W IN THE INTERIOR ILVER LINE WINDOWS AND DOORS NNELMIN. ONE SILVER LINE DRIVE MIN. DISTANCE NORTH BRUNSWICK,NJ 08902 EMBEDMENT 7 PH:(888)741-0354 W IN THE EXTERIOR z NNELPERIMETER SEALANT 1/4"MAXBY OTHERS SHIM SPACE PERIMETERSEAL Q NEn 0 zBY OTH 1/4'MAX• 3 Fri¢EXTERIOR SHIM SPACE w z_G r W O EXTERIOR INTERIOR EMBEDMENT EXTERIOR INTERIOR ¢ 0 0 2 m LL R F= w3a,toFzz N-' A VERTICAL SECTION g HORIZONTAL SECTION C HORIZONTAL SECTION >Z w a »N>gW zed �xxDa � oWo 5 THROUGH FRAME(HEAD) 5 THROUGH FRAME(JAMB) 5 NAIL FIN(HEAD) w J= F F 0 3 .0 p Z w y DO n SEE 1/4"MAX. REINFORCEMENT DETAILS �FA SUBSTRAT {�--SHIM SPACE �•(I w = a BY OTHERS I 0.34" r INTERIOR 0.83" I087" TE W 2 � L0.13" REMARKS BY 7TH BC EDITION NUS D/A14% 0.77" 0 o EXTERIOR INTERIOR 1 0.9 0.46" 0.06" 087" 0.45" EXTERIOR 1 O LOCK RAIL TOP O LOCK ALUMINUM RAIL O AOTMOM�LI\InFT RAIL&SASH AN iNE IxSi-01 DETAILS DESCRIBED NERD"ARE DEIERIC ALUMINUM D NA.NOT REFUCT ACTIIu CONDRIONS FOR ASPECIFIC si o'.T�ulMExnol1RILED nnax To p F ISINEFR DR AROInEtt SNAE FOFIC MIN.EDGE DISTANCE D HORIZONTAL SECTION VERTICAL SECTION S NAIL FIN(JAMB) 5 MEETING STILE ````` 1111/1/O Z''',''/ INSTALLATION NOTES: ��� •�•E•• /' ANCHOR SCHEDULE g 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. MIN.EDGE N .7 ] s METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT DISTANCE 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE pe WOOD SCREW .p MAXIMUM SIZE LISTED. WOOD:MIN.SG=0.5s 1.s• o.Ts• S A OF PAN HEAD I� NAILING FIN 3 THREADS MIN //OT O I�P� 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF±1/2INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT METAL:18 GAUGE Steel, pB TEK SCREW PENETRATION BEYOND 0.50• MIN.FG LOB1 s DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. METAL i Nrl \ 010 PAN HEAD IN 1.5• 0.75' '''BITItNyp16�,U4C i\ 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/81NCH.SHIM EXTERIOR CHANNEL Jga E.oANu BEACII R 1330 WHERE SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD:MIN.SG=o.55 FRPE csRE.oFl nuTMOR'¢nnoN uP.xana #10 FLAT HEAD IN THE S. FOR MASONRY OR CONCRETE OPENINGS,1X WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE INTERIOR CHANNEL 1.s aa5 FL N: a DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE F L14911 EXTERIOR R INFORMATION. IN 3THREADS MIN a TEIOR CHANNEL PAN HEAD NEL PENETRATION BEYOND 0.50• R 01.2 3.18 5 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND METAL:18 GAUGE SI-1. METAL DATE: O SIDING. THROUGH FRAME MIN.Fy=33KSI o #10FLATHEADINTHE 3THREA RATION BEMINYOND DWG.BY: CHIC. INTERIOR CHANNEL PENETRATION BEYOND 0.50' 9 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT METAL F COATING. NTS CONCRETE:PD=3000PSI 3/15•ITWTAPCON 1 zs• 1 Ts• SCALE: I J 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED FLAT HEAD DWG.JI: SW D050 FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. MASONRY:CMU per ASTM 31W ITW TAPCON 1 25• 1.75• SHEET: 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS C90 MIN.2000 PSI FLAT HEAD SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR IAMB TRACK,USE FLAT HEAD ANCHORS. OF 5 AMERICAN CRAFTSMAN WINDOWS AMERICAN CRAFTSMAN WINDOWS cSILVER LINE WINDOWS AND DOORS SILVER LINE WINDOWS AND DOORS ONESILVER (889)71-035NE DRIVE NORTH BRUNSWICK,N108902 PH:(888)741-0354 70 SERIES / V1 SERIES / (2127) N N F Z m1GJy e SINGLE- HUNG WINDOWS wZG � om (HVHZ)(IMPACT) W3a W Z �Z� E, �msaa� 0s`-=$; j 7 N GENERAL NOTES: v�i w> 0 Eiga a LL m MAX OVERALL SIZE TABLE OF CONTENTS w v g m m o 3 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND N z < m DESIGN MISSILE MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CONFIG. o vE n z o FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION lw BEEN EVALUATED ACCORDING TO THE FOLLOWING: w i a • TAS 201-94 S2" 73" O/X +55/-60 PSF LMI/SMI 1 - GENERAL NOTES&GLAZING DETAIL F. • TAS 203-94 2 - ELEVATION&ANCHOR LAYOUTS ~ • ASTM E330-02 3 - VERTICAL SECTIONS REMARKS BY DATE • ASTM E1886-12 7TH FBC EDITION NUS 0/14/2 • ASTM E1996-17 4 - HORIZONTAL SECTIONS • —Er— AAMA/WDMA/CSA 101/I.S.2/A440-11 HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES& 5 REINFORCEMENT DETAILS 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,ZX FRAMING,AND METAL FRAMING ARS D—SEO HEReN—GENERIC AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF �noNs7oRAsvEnFic WITHSTANDING AND TRANSFERRING APPLIED PRODUCT 4T 1—CON-101—U5El— nONTODEVI E mnN REME—DE7a D."R ,AUCENSED LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE GINE REnulER 0RAR R�— .E.1.0 EH ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. eason:I am approving this document 43/64"O.A.I.G.LAMINATED GLASS ate:2020.10 0111QQ�-0 700' 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND CONSISTING OF: `��� ,J, ANCHOREDT BUCK DESIGN AND ALL INSTALLATION LOADS STHE THE 1/8"ANNEALED GLASS 7/32"STEEL SPACER RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 3/32"ANNEALED GLASS ��` ;•�.�•E•• ��,�' RECORD FOR THE PROJECT OF INSTALLATION. = N 7 7 0.090"SAFLEX PVBINTERLAYER BY a 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE EASTMAN CHEMICAL COMPANY GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 3/32"ANNEALED GLASS � `Q $ /?, OF A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION \ SA0, Q P• [(Z` TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, \ A LICENSED ENGINEER OR ARCHITECTSHALL PREPARE SITE •' IQ G�``v SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN EXTERIOR / INTERIOR Z7/r oA IEaN �� C NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT I �pry PI.. S` APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR mE�G AHJ. I\ 99e DANAI 0 Act FL3300E ERT. 9IR L FePE C OF AMIOR¢ATION No.I9S78 t; 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED STEEL SPACER / FL ft: e ON THIS PRODUCT IN AREAS REQUIRING IMPACT MIN.GLASS F L 14911 g RESISTANCE. 1/8"OR 3/32" BITE 7/16" SETTING BLOCK E 6. WINDOW FRAME MATERIAL:PVC DOW 995 SEALANT DATE: 01.23.18 TREMCO S700 SEALANT DWG.BY: CHK.BY: 7. IN ACCORDANCE WITH THE CURRENT FBC,WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIIVETREATED GLAZING DETAIL 1 HR HFN OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SCALE: NTS CHAPTER 23. NOTE: 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 SAFETY GLAZING GU REIQURTMENTS OUTLIN DIONS SHALLIN WITH DWG.#: SW D050 GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. CURRENT FBC AND ASTM E 1300 GLASS LOAD SHEET: RESISTANCE. OF 5 AMERICAN CRAFTSMAN WINDOWS SILVER LINE WINDOWS AND DOORS ONE SILVER LINE DRIVE NORTH BRUNSWICK,NJ 08902 PH:(888)741-0354 CJ MAX.O.A FRAME 3 o Z^$ _ e WIDTH 52" :+0 r a Q m n MAX.D.L.O. Z zb Om��em A B 3"MAX. 6"MAX. 6.25"MAX. z 0 m m a FROM O.C. FROM F� I \_ 3 3 CORNERS CORNERSw= Z w� 3 wz F Ym" L NOTE: Z W o In p ALL FASTENERS ABOVE THE MEETING RAIL IN a THE INTERIOR IAMB r w G"MAX. .,0" TRACK MUST BE FLAT HEAD ~ o_ MAX.D.L.O. "O' HEIGHT33.50" C D.C. REMARKS BY DATE 4 7TH FBC EDITION NUS 0/14/2 12.50"MAX. MAX.O.A FRAME O.C. - HEIGHT 73" D THE IISTI—ION D—IS DESCRIRED HEREIN ARE GENERIC MID NUv NOi REiIER ACNAL CO x D—NE FOR A SREOFl[ .IF S"E COxDDION3 CAUSEI NTOOENATE Q iRONt 1HF RFOUIRfNtfniO oftaLfO n FE N,A LICENSED MAX. .,x., „x„ _ ENG OC112 TEFORD:E."AI`,n<H°1.5ADo`Ni:,EN;�IFID HEIGHT 33.50" 3"MAX. 6.25"MAX. FROM FROM CORNERS CORNERS �* N .77 C ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT ;0 • s a OF SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW ���.(� O IDP�� ��� I N�vN Q P,°ia !''� 39B E DAMN BFACN BLVD.•338 DMU4 BFACOH,FL 3;W0 FGHE CERT.OF AUTH RE 33'N No.1 8 FL k: FL14911 DATE: 01.23.18 DWG.BY: CHK.BY: HR HFN SCALE: NTS DWG.n: SW D050 E SHEET: 2 OF 5 f AMERICAN CRAFTSMAN WINDOWS c SILVER LINE WINDOWS AND DOORS 2 ONE SILVER LINE DRIVE NORTH BRUNSWICK,N108902 PH:(888)741-0354 N N U m \ \ RH wz z C omme�o \ \ ac3a Q Dc WP�v SEE GLAZING SEE GLAZING z G V -0 C7 m m g DETAIL,SHEET I DETAIL,SHEET 1 >__ p<o' m O p NZ,.. > mm W D. \� H 6 REMARKS BY DATE _ = 7TH FBC EDITION NUS 0/14/1 l7 l7 x x 2 EXTERIOR INTERIOR EXTERIOR INTERIOR LL LL HE BNO NNIY NOTIBE DETAILS DESCRIBED xO'SFARE GENERIC Ox5 i0Rw SPFOFI[ X X LIF..,NEE-DRIONS-INST IPLAT ON 100EvuETE Q Q THE RECH)DENIEN35 DMIED HEREIN.A N N CEND 2 CNGINEEROft-TTE TS-FREPSTESITTESPECIFIC CUMENf3 FOR ISE Wrt Ci d o a N .7 7 s SEE GLAZING SEE GLAZING DETAIL,SHEET 1 DETAIL,SHEET 1 S A OF i I390 E.DANIA BFACH BLVD.•l!0 Dwt IS ECAM FL 3300i BPF CERt.OF ADEHOPIUiNIN NO t 7E FL a: FL14911 DATE: 01.23.18 DWG.BY: CHK.BY: HR HFN SCALE: NTS 3 VERTICAL SECTION VERTICAL SECTION DWG.a: SWD050 NAIL FIN 3 THRU FRAME SHEET: E (� OF 5 71) AMERICAN CRAFTSMAN WINDOWS SILVER LINE WINDOWS AND DOORS c ONE SILVER LINE DRIVE NORTH BRUNSWICK,NJ 08902 PH:(888)741-0354 v�N N T E SECTION FOR INTERIOR ZSECTION FOR - 3 BLOCK&TACKLE SEE GLAZING SEE GLAZING =� z E^ o CONSTANT FORCE O a m BALANCERS DETAIL SHEET 1 DETAIL SHEET 1 /o� BALANCERS 3< G / ® O O ®/ Q 1 Iz- z�$o > FT7 �2 2 Z oa N ON wig` o mm N Z = \J i EXTERIOR w 1 D.L.O. - F a REMARKS BY DATE MAX.FRAME WIDTH 7TH FBC EDITION NUS 0/14/2 HORIZONTAL SECTION (� UPPER SASH TAHxo M v—,ON DETAR.A DI Ls DEscRiDED xER s ioanicicui� SITE.,F iiE.iF EOXDRION$fAUSE�NST IAWT...i0 DEVIATE EPTO REM—DEtuLEDREASIKA—SED SEE GLAZING SEE GLAZING FEME,NFEROR ARO —SHALL ARE SITE SREOF¢ DDE„NEx*3 FOR N:E WITH THIS oDNN,ENT DETAIL SHEET 1 INTERIOR DETAIL SHEET 1 N—� ♦♦tttt�lllllll/////// p A E. g / \ N .7 7 OF EXTERIOR f� D.L.O. t - N 4x rCcG♦%% Sze E DANu eEAENO 339 DAW4 BEACH,FL 33 330 � MAX.FRAME WIDTH FeRE CFRT.Of AUTHORIIDTION No.2 95)8 B FL k: HORIZONTAL SECTION FL14911 4 LOWER SASH DATE: 01.23.18 DWG.BY: CHK.BY: HR HFN SCALE: NTS Y DWG.N: SWD050 SHEET: e OF 5 1/4"MAX. SUBSTRATE SHIM SPACE MIN.EMBEDMENT SUBSTRATE o MIN. SUBSTRATE EDGE DISTANCE BY OTHERS 3 BY OTHERS BY OTHERS INTERIOR AMERICAN CRAFTSMAN WINDOWS SCREW IN THE INTERIOR SILVER LINE WINDOWS AND DOORS CHANNEL MIN. ONE SILVER LINE DRIVE MIN, EDGE DISTANCE NORTH BRUNSWICK,NJ 08902 EMBEDMENT 0 z PH:(988)741-0354 SCREW IN THE EXTERIOR CHANNEL z 1 4"MAX -77 PERIMETER SEALANT / z ci m BY OTHERS SHIM SPACE PERIMETER SEALANT n 0 z m E BY OTHERS 1/4"MAX• `3: G vi s EXTERIOR MIN. SHIM SPACE W p EXTERIOR INTERIOR EXTERIOR INTERIOR Z a s o o m't o EMBEDMENT w 3 a _z r 0 =m g HORIZONTAL SECTION ( Z W m a a VERTICAL SECTION HORIZONTAL SECTION >>N>°w THROUGH FRAME HEAD NAIL FIN HEAD __ en g o 5 (HEAD) 5 THROUGH FRAME(JAMB) 5 (HEAD) w � m J 2 Q Q� 3 r �m w U' 0—m m v Z E2 m SUBSTRAT 114"MAX. REINFORCEMENT DETAILS �'" BY OTHERS 0.34" r w a INTERIOR 0.83ttt"���I 1I{III•••...------I0.87" 0.13" REMARKS BY 7TH FB EDITION NUS D/A1a z 0TE 0.9 f W EXTERIOR INTERIORT 0.06" 087„ 0.46" m 1 0.45" EXTERIOR 1 O LOCK RAIL TOP O ALUM NUOCK MNG RAIL O ALUMINUMOM RAIL&SASH �PeHeEi�e e ♦xOTRFHLe7ACN SE l-N✓�n.Ml'a.��f�� ALUMINUM CeNemOx9�,U9F�N9T,x�A7IONroND�a7F 7t1R0FAF-ITEOTS P:oxFRoxT—ECsco MIN.EDGE PFxGINEEROE—FOFUSE PREPARE SrtFOPFOBC DISTANCE p HORIZONTAL SECTION VERTICAL SECTION 5 NAIL FIN(JAMB) 5 MEETING STILE %% .• ���j''' INSTALLATION NOTES: E ANCHOR SCHEDULE = `�.� �O i 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN.EDGE * tR N 7 DISTANCE *r 'z 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE WOOD:MIN aS WOOD SCREW .SG 1.5' 0.75' S A OF MAXIMUM SIZE LISTED. PAN HEAD + � NAILINGFIN 3THREADS MIN �j Oi(L O 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/21NCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT METAL:18 GAUGE Steel, 08 TEK SCREWPENETR MIN.Fy=33K51 ATION BEYOND 0.50' DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. METAL q�ry c 010 PAN HEAD IN 1.5' 0.75' 1 tld t. c�`` 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(5).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/81NCH.SHIM EXTERIOR CHANNEL 39e E0ANw eua etw.R33e WHERE SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD:MIN.Sc=D.ss DANIA 8FA01,F133000 c FBPF CFRT.OF AUTHORPATION Nu 09S78 010 FLAT HEAD IN THE S. FOR MASONRY OR CONCRETE OPENINGS,1X WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE INTERIOR CHANNEL 1.5' 0.75' FL#: DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE F L 14911 EXTERIOR CHANNEL INFORMATION. IN 3 THREADS MIN 010 PAN MEAD NEL PENETRATION BEYOND 0.50' O 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND METAL:IB GAUGE SIeeI. METAL DATE: O 08 SIDING. THROUGH FRAME 0 �.MIN.Fy=33KSI v 010 FLAT HEAD IN THE 3THREADS MIN DWG.BY: CHK.BY: INTERIOR CHANNEL PENETRATION BEYOND 0.50• H R H F N i 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT METAL COATING. 3116'ITWTAPCON SCALE: NTS CONCRETE:Pp3000PS1 FLAT HEAD 1.25' 1.76, B. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED DWG.#: $W D050 - FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. MASONRY:CIVIL Pe7 ASTM 3I16'ITWTAPCON 121 1.75• SHEET: 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS c60 MIN.zaoo PSI FLATHEAD 2 SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. hl 10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLAT HEAD ANCHORS. NNJJ OF 5