Loading...
HomeMy WebLinkAboutProduct Approval 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 1� V1 PP CODE C F013 FL## FL14911 S7', LVCMPLIqNCE E C®VNrV Report No. 7263 SOCC 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. file COP OV1111llille,,� North Brunswick, NJ 08902 % � • � ..• '•�� E s • Prepared by: � - N . 77g• ; Hermes F. Norero, P.E. _ Florida Professional Engineer#73778 S A OF •: Date: 10/14/2020 p ; Contents: °° SS • G� ��� Evaluation Report 0 Pages 1-4 °'i��211 i;ENA,��� 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 Drop! Date: 10/14/20Report 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: 10/14/20Report 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: NCTL 110-16327-1 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 I BUILDING DROPS FL#: FL14911 A Perfect Solution in Every Drop! Date: 10/14/20 Certificate of Authorization:29578 Report No: 7263 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 A NC WINDONAMERICAN CRAFTSMAN WINDOWS SILVER LINE WINDOWS AND D001 SILVER LINE WINDOWS AND DOORS ONES(888)71-035ILVER L NE VE NORTH BRUNSWICK,N108902 PH:(868)741-0354 70 SERIES / VI SERIES / (2127) SINGLE- HUNG WINDOWS z R211. (HVHZ)(IMPACT) w3a W o11 � T$ ��� fill, niz GENERAL NOTES: ,�=j Z w e°e L y J= F q f 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAX OVERALL SIZE DESIGN TABLE OF CONTENTS Oc Z MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CONFIG. MISSILE nui i w FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION / Get BEEN EVALUATED ACCORDING TO THE FOLLOWING: - F, w• TAS 20 2012-94 52" 73" O/X +SS/-60 1 GENERAL NOTES&GLAZING DETAIL PSF LMI/SMI _ • TAS 203-94 2 - ELEVATION&ANCHOR LAYOUTS ~ o_ • ASTM E330-02 3 - VERTICAL SECTIONS REMARKS BY DATI • ASTM E1886-12 7TH FBC EDITION NUS 0/14/ • ASTME3996.17 4 - HORIZONTAL SECTIONS • AAMA/WDMA/CSA 101/I.S.2/A440-11 S HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES& 2. ADEQUACY OF THE EXISTING STRUCTURAL REINFORCEMENT DETAILS CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING TxEvrsrAUAnox BEruuoE3EwazoxERanARE UFNe AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF axuxurxmREFEFcrAETwtmx"moxs FORABErn srtL N sns mxBmoxs uusE RmAtun ox m BEvu WITHSTANDING AND TRANSFERRING APPLIED PRODUCE FROM MERmWiEMENi9DETAILED NFRaN,ALIOEN9a LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE FNGLYRR ORA0.0111ERBNALLPRVARE3RESFEONC OONMENiS f00.D3ENRn1 THIS OONMEM. 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 0171?ip; 02'00' 3. IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND CONSISTING OF: `�S �/// ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 1/8"ANNEALED GLASS ���� E Q '��j STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 7/32"STEEL SPACER ; RECORD FOR THE PROJECT OF INSTALLATION. 3/32"ANNEALED GLASS ' •N •7 ��,! 0.090"SAFLEX PVB INTERLAYER BY o , EASTMAN CHEMICAL COMPANY 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE * ' GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 3/32"ANNEALED GLASS 'O 5 A OF , A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION \ -A TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, \ 0,n A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN EXTERIOR / INTERIOR /SS•• l�G NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT I //!r on avaaN> Fz APPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR Ign AHJ 398 L 00.N1A BEAO3 BLw.F no DANIA BFA(n,R 33006 \S. APPROVED IMPACT PROTECTIVE SYSTEM NOT REQUIRED STEELSPACER fBFE MT.OF AU3xOR?AnON N.E9938 FL14911 ON THIS PRODUCT IN AREAS REQUIRING IMPACT \ � MIN.GLASS FL#. RESISTANCE. 1/8"OR 3/32" _ BITE 7/16" SETTING BLOCK 6. WINDOW FRAME MATERIAL:PVC DOW 995 SEALANT DATE: 01.23.18 TREMCO 5700 SEALANT DWG.BY: CHK.BY: 7. COMPOIN NENTS ALLWITHA ECURRENESERV TIVET WOOD GLAZING DETAIL I HR HFN COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SCALE: NTS CHAPTER 23. NOTE: S. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 ALL GLA71NG CONFIGURATIONS SHALL COMPLY WITH DWG.#: SWD050 GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET:CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. OF 5 AMERICAN CRAFTSMAN WINDOIA SILVER LINE WINDOWS AND DO01 ONE SILVER LINE DRIVE NORTH BRUNSWICK,NJ 08902 PH:(888)741-0354 u MAX.O.A FRAME N ^ D ? WIDTH52" 10 °> „� MAX.D.L.O. W z b . 0� WIDTH 47.69" 0 3 a = p 5 9 ' z A B 3"MAX. 6"MAX. 6.25"MAX. vi z FROM O.C. FROM ~ 'a " < Z s s 3 3 CORNERS CORNERS I I ,�= w x o R w CD F m m ALL FASTENERS ABOVE � W THE MEETING RAIL IN J c �� THE INTERIOR JAMB W MAX.D.LO ^p^ 6"MAX.� O^ TRACK MUST BE FLAT HEAD ^p^ a HEIGHT33.5&' C O.C. REMARKS BY DATI 4 7TH FBC EDITION NUS 101141 12.50"MAX. MAX.O.A FRAME O.C. HEIGHT 73" D ,0WYN RFUUA 4 DNOHI"MFORASPEOI SIIEIP5 EEDNORIONSWISEINSDHM.NTOOO- 4 iBOQ.UOEDOIRFMENISOFTAOEO HFADX.M.M MAX.D.L.O. „x„ "x" "X" �1°oo�cvr°Aix�rsO1Eoa usiwrtxixWamENroac HEIGHT33.50" 3"MAX. 6.25"MAX. FROM FROM CORNERS CORNERSL= �* N 7 7 ' ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT OF . SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW i O THROUGH FRAME-SINGLE HUNG WINDOW e PE�t+tDtoPk�c 390E OANIA—F BLVO.•330 DM.BFACN.R 33- FOPE MT.OF AMOBPATION Na 39510 FL#: FL14911 DATE: 01.23.18 DWG.BY: CH' .BY: HR HFN SCALE: NTS DWG.#: SWD050 SHEET: OF 5 AMERICAN CRAFTSMAN WINDOU SILVER LINE WINDOWS AND DOOI ONE SILVER LINE DRIVE NORTH BRUNSWICK,NJ 08902 E PH:(888)741-0354 z Wa N Cf V)G {{ z_5 oCC O R- Ee�.a U Odd_& SEE GLAZING SEE GLAZING W"z DETAIL,SHEET 1 DETAIL,SHEET 1 >__ $ o 0 o d e W L> 2 J W O _ W�.� > mm p J z D] p O M p W r W r a REMARKS BY DATI s = 7TH FBC EDITION NUS 0/14/ W W 2 = QQQK� EXTERIOR INTERIOR ,Q� EXTERIOR INTERIOR LL ly THE INSfAIIATION DETAIl30EBOUBED XE M ME GENET MID MAY NOT REFU:RAEIE CONOMONS FOA ASPEOI X SISE IFS CONDITIONS GCSE RET rONTO DFVIA' c G M.ME ACQUIREMENTS DETMUD KMON,A UQ E C � FNGDlEER0RMO11FERSXALLPAE➢MESIFESPE(IFlC DONMENR FDR USE VIfIN1N6 DODIMENT. O :''��•E••S�'• 'PO�i SEE GLAZING SEE GLAZING DETAIL,SHEET 1 DETAIL,SHEET 1 0 S A OF A fI IPi�3R+GDt4Pt,1Nc 39B EDANIABEACN P330 DANW BFACN.R 33 3lBW _- FBPE MT.OF AUSNOARATION N,295T8 0 FL#: FL14911 DATE: 01.23.18 DWG.BY: CHK.BY: HR I HFN NTS VERTICAL SECTION © VERTICAL SECTION SCALE:owG.a: SWDWD050. 3 NAIL FIN THRU FRAME SHEET: OF 5 AMERICAN CRAFTSMAN WINDOW SILVER LINE WINDOWS AND D001 ONE SILVER LINE DRIVE NORTH BRUNSWICK,NJ 08902 PH:(888)741-0354 SECTION FOR INTERIOR SECTION FOR r'+3 m BLOCK&TACKLE _ SEE GLAZING SEE GLAZING BALANCERS / DETAIL SHEET 1 DETAIL SHEET 1 CONSTANT FORCE o-- z a g d /o� BALANCERS ^Z¢ cr a mesas$; � o ® o o ®, cr �Z� a Zssd� y , >_� z oo / N w'D 0 �m m N Z = m EXTERIOR �` w D.L.O. P H- a REMARKS BY DATI MAX.FRAME WIDTH 7TH FBC EDITION NUS 0/14/ HORIZONTAL SECTION 4 UPPERSASH 3HEWSfM1AnDNOEMaS WNDHONSMREGENN MIDMAYNOT DMOA WEDNDWoN9N A9FEEa FW HIE QUIW E9 DBEWSEAD-NAU—I ' FRDMTHERFDUIREMENRDEiN1EDHEREW.ADWiSEI SEE GLAZING SEE GLAZING ENsI"Don m"Exss FonEus vni"i"H�¢ MEEaFIc DETAIL SHEET 1 INTERIOR DETAIL SHEET 1 E O---------------- N .7 7 2* c * = O S A OF a: EXTERIOR ��0,� O IpP;• <c{�� D.L.O. {{{{ DA F.E.N.7 E.\ �9 ca�ia�E . 390 E DANIA BFAEH BLVD. 330 MAX.FRAME WIDTH _ F.FE—..o nMDal VONN..z95M FL#: p HORIZONTAL SECTION FL14911 4 LOWER SASH DATE: 01.23.18 DWG.BY: CHK.BY: HR HFN SCALE: NTS DWG.#: SWD050 SHEET: OF 5 MIN. SUBSTRATE 1/4"MAX. SUBSTRATE SUBSTRATE MIN.EMBEDMENT SUBSTRATE EDGE DISTANCE BY OTHERS SHIM SPACE 3 INTERIOR BY OTHERS BY OTHERS AMERICAN CRAFTSMAN WINDON SCREW IN THE INTERIOR SILVER LINE WINDOWS AND D001 CHANNEL MIN. ONE SILVER LINE DRIVE MIN. EDGE DISTANCE 111 NORTH BRUNSWICK,NJ 08902 EMBEDMENT Noo tD u PH:(888)741-0354 SCREW IN THE EXTERIOR 0 Q CHANNEL z� o 1--d I PERIMETER SEALANT BY OTHERS SHIMS ACE PERIMETER SEALANT N n p Z 1. BY OTHERS 1/4"MAX. 3 on � € SHIM SPACE z G --W¢ m I EXTERIOR INTERIOR EXTERIOR MIN. L._ 0 0 O � EMBEDMENT EXTERIOR INTERIOR z 3 0. S z e O m a P^ A g HORIZONTAL SECTION C >=� Z M �- VERTICAL SECTION HORIZONTAL SECTION >>N>°W Z <_ 5 THROUGH FRAME(HEAD) 5 THROUGH FRAME(JAMB) 5 NAIL FIN(HEAD) w w�_ 1/4"MAX: REINFORCEMENT DETAILS o W Q SUBSTRAT SHIM SPACE J = / BY OTHERS 0.34 �, w \ INTERIOR 0.83" I0.87" ~ BY DATI z 2 �� .-0.13" 7EMAR7TH BC E 0 DITION NUS o 14/ .77" wEXTERIOR u INTERIOR [ 0.9 0.06" 0817„ -I 0.46" 0.45" OLOCK RAIL TOP LOCK MEETING RAIL OOOUTRAIL&SASH HE vasTAUAnONDMIS WHEDN leaOR ALUMINUM ALUMINUM AM M ADM1 Dcv i rousNEwm3NDNisO roMRA rt3OI I-COxDITIOM I 11TD FMMHONIFEMtRDM11DHFRUN,AIMNSO ENDOMmainE ti°°OND MIN.EDGE DISTANCE THORIZONTAL SECTION VERTICAL SECTION tt,111111J,,,,7, NAIL FIN(JAMB) 5 MEETING STILE INSTALLATION NOTES: - �� •E•• _ ANCHORSCHEDULE •�.� S•• �O 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN.EDGE - * N .7 7 ' DISTANCE 2. THE NUMBER OF MAXIMUM SIZE LISTED.INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE WOOD:MIN.SG=0.55 #8 PAN HEAD t.s' 0.75' .. 'D- S.A OF tC 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF t1/21NCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT NAILING FIN MET PENETRATR ON BEYOND o.60•S MIN ��OT O (OP:•��'tv� N.Fy GAUGE q6 TEK SCREW DETAILS(I.E:,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. METAL#10 PAN HEAD IN /�, Sqq�• 1Ex�r� tt� 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/81NCH.SHIM EXTERIOR CHANNEL 1.5' 0.76' ptTLpp�G°tkd c tt FAQI WHERE SPACE OF I/161NCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF 390 E DANM B BLM 1338 HIGH DENSITY BETTER. Duuu BFACH,R3BDW WOOD:MIN.SG=0.55 11E OW.OF AOIHOFO MON No.295T0 0-FLAT HEAD IN THE S. FOR MASONRY OR CONCRETE OPENINGS,IX 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 INFORMATION. Oil PAN HEAD IN3THREADS MIN EXTERIOR CHANNEL PENETRATIONALBEYOND 0.50• DATE: 01.23.18 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND THROUGH FRAME METAL:IS GAUGE Steel, SIDING. - MIN.Fy=33KSI 3THREADS MIN 010 FLAT HEAD IN THE PENETRATION BEYOND 0.50• DWG. R cH I-I F N 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT INTERIOR CHANNEL METAL COATING. CONCRETE:}c+3000P51 3116'RW TAPCON 125' 175' SCALE: NTS 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO.NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.-EDGE DISTANCE IS MEASURED FLAT HEAD DWG.#: SW D050 FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. . MASONRY:CMU perASTM 3116'ITWTAPCON 125' 1.75' SHEET: 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS C90 MIN.2000 PSI FLATHEAD 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 JAMB TRACK,USE FLAT HEAD ANCHORS. OF 5