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HomeMy WebLinkAboutProduct Approval I � RECEIVED 398 East Dania Beach Blvd. BUILDING DROPS ®s z01 Suite 338 A Perfect Solution in Every Drop! MAR Dania Beach,FL 33004 Certificate of Authorization:29578 ermitttng Depa�k ant 954.399.8478 PH P St.Lucte Chun Y 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report of W . Silver Line Building Products Series 70— Extruded Vinyl Single Hung Window 1� (Impact Rated) . for Florida Product Approval PP FL# FL19715 Report No. 4806 Current Florida Building Code Method: 1—D (Engineering Evaluation) Category: Windows Sub—Category: Single Hung Product: Series 70 Single Hung Window • Material: PVC Product Dimensions: See Installation Instructions,SWD011 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 `.•` ESF O Prepared by: 4 .•. ... ��• R-. ` '` Q Hermes F. Norero, P.E. , • Florida Professional Engineer#73778 = *40,1"/ I * Date: 12/15/2017 -13 . :T•T a 13to O< ••. 'Li DP:' Contents: �'.fe '' Evaluation Report Pages 1—4 ••,/ '/ONAL Digitally signed by Hermes F.Norero,P.E. Hermes d. ll'G�o,;P.E. Reason:I am approving this document Florida No. 73778 Date:2017.12.18 18:31:30-05'00' Fill o • � Silver Line hyAndaTigi a SILVER LINE BUILDING PRODUCTS ma as V1 SERIES/70 SERIES SINGLE HUNG WINDOW (2127) ONE SILVERLINE DRIVE NORTH BRUNSWICK,N1 08902 • (IMPACT RATED) PH:01001.2344228 (7� ? $y E . __ - ----'n-11-'-'13-- Q _-0.5,2,-2 _ 02 I- L. ?i 0 ce LL $a VI2, ~Z ((93m mq3 oz 5g zs`-a 1 GENERAL NOTES: • w(. z w 3 N 3 r W J J 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAX OVERALL SIZE ` TABLE OF CONTENTS N 7 -0 a In$ MANUFACTURED TO COMPLY WITH THE 6TH EDITION DESIGN MISSILE >= m WIDTH HEIGHT CONFIG. PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION 0 FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS re <•€S) BEEN EVALUATED ACCORDING TO THE FOLLOWING: ,_— - - �+ w • TAS 201-94 52" 73" 0/X +55/-60 PSF LMI/SMI 1 - GENERAL NOTES&GLAZING DETAIL F i • TAS 203-94 • TAS 202-94 __. 2 - ELEVATION&ANCHOR LAYOUTS • ASTM E330-02 3 - VERTICAL SECTIONS REMARKS BY DATE • ASTM E1886-05 6TH FBC EDmON LM 06/14/17 • ASTM E1996-06/09/12 4 - HORIZONTAL SECTIONS • AAMA/WDMA/CSA 101/I.S.2/A440-08 5 HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES& ' REINFORCEMENT DETAILS 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING THtDOCUMENT IS THE PROPERTY OF WENN°WOK,MO AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF AND EHAD NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF BUILDING DROPS.WC. WITHSTANDING AND TRANSFERRING APPLIED PRODUCT - ALTERAVONS.ADDHNNS,T RUG"TNG,OR OTHER LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE "AR°"�TOnry VRDATE TUR COMFIARE CATONMrm:DAxD ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. Digitally signed by gngrf{F.Norero,t 43/64"O.A.I.G.LAMINATED GLASS Reason:I p�lpp�o�Ing[IA,tIAf�ment Date:2 i es8ID0:• .05 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND • CONSISTING OF: ` •`V• �i. " ANCHORED AS SPECIFIED HEREIN.REFER TO SHEET 5 FOR 1/B"ANNEALED GLASS �� Q' ��', FURTHER DETAILS OF BUCK INSTALLATION. 7/32"STEEL SPACER :.rte?�•• I-� . 3/32"ANNEALED GLASS • �; 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 0.090"SAFLEX PVB INTERLAYER BY =* • ,� * GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR EASTMAN CHEMICAL COMPANYjalr 1. A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION = -9 • :T'T • TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, 3/32"ANNEALED GLASS ' = 4/ ti A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE /"j 0j iOT•••'•C..„OP•• _�� NONIHVHZ AREAS FIC NNS HVHZ AREAS,ONE TIME PRODUCT FOR USE WITH THIS DOCUMENT N % �APPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR EXTERIOR / / /iINTERIOR 'xER �lJld�dl P,[`� AEU. I % ' RUDDA P.E No 7]778 ;_/ Il BUBDINO DROPS,INC ILL SRB 0 DANA BEACH BLw. MB 2 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED [Ili pill DANA BEACH,FL aloof ON THIS PRODUCT IN AREAS REQUIRING IMPACT .le`IIIA• WE CERT.OP AOTxDIanRnaN x>ms7a RESISTANCE. STEEL SPACER V tii L'Imi/ MIN.GLASS FLIT: 1/6"OR 3/32" ! I BITE 7/16" F L 19 715 6. WINDOW FRAME MATERIAL:PVC SETTING BLOCKMI JqJ 7. IN ACCORDANCE WITH THE 6TH EDITION FBC,WOOD DOW 995 SEALANT DATE: 12.11.17 $ COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED DWG.BY: CHK.BY: 1 OR SHALLPTER BE OFADURABLESPECIESASDEFINEDIN 3. GLAZING DETAIL 1 LMS• I HFN 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 NOTE: SCALE: NTS iGLASS CHARTS.SEE SHEET 5 FOR GLAZING DETAILS. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.It: SW D011 SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET: CURRENT FBC AND ASTM E 1300 GLASS LOAD $ RESISTANCE. - — - OF 5 J 2 Silver Line h7A1f010I5Ci1 1 NU A a . ONE 5ILVERLINE DRIVE NORTH BRUNSWICK,NJ 08902 PIE(80013134228 U m 7 E MAX.O.A FRAME _ z N g nom.H e -- - - WIDTH 52" MAX.D.L.O. - —W —0-2- ; 7- — 3 0 ce_ as 5: x 086==; I i. Silver Line FI LrMdersen 'i ' � . I_ ONE SILVERUNE DRIVE • NORTH BRUNSWICK,NJ 08902 El0 PH:(80012364228 - - 1 1 ( L zry \ - - - \ ---- --DIK-I VI -�—o——O --$- _e N v, SEE GLAZING SEE GLAZING o z .§ F k. !:p9 2 J r,2 m • WAC. a t!� 0. • REMARKS BY DATE H Iyl-yy� H • {''r 6TH PBC EDITION LM 06/16/17 S It —1O 2 i .. EXTERIOR I '� INTERIOR a EXTERIOR ��` �!; ' INTERIOR LL LL ,I THIS DOCUMENT IS THE PROPERIV OE WRUNG DROPS,INC �� I 'l AND SHALL NoT JTTBN NSENT OED IN WHOLE DROPS I t iii WNHDHTONSAD IDNSEMOEBUIIDIN6 PROM 2 E MTDURTO THLSWOW./ VRNS ARE NBNG,OK RTTRRR MARDNGBTDfH6 DON ME NEATITNOTPERNORFDMID INVPLIDATF OUR fERTIiIfAININ, ``,``` eSS(F tttO,, ,,,,, , : _sr ..: SEE GLAZING SEE GLAZING • %T'T a DETAIL,SHEET 1 r DETAIL,SHEET1 O,�'•.,'L• 0‘'..1_..4/Z. E i ....• �,CCS, .. `� / / t �.i,,s/ONAI EC�`.. I /I I I 1)1 HEIOItl Ff WII�LQ1 FS. 5 \ • ;": � LDIIO DROPS.INC INCn 300 E.DMA BEACH EL_HI.if 338 8 ',�-r t RAE CERT.�OF A�UTHCRI7 t o 205713 33004 E r�... - L AM Q i, 0FLtt: V. r_____„, F L19715 Ig DATE: 12.11.17 E DWG.BY: CHK.BY: 1 LMS I HFN SCALE: NTS DWG.tt: SWD011 3 VERTICAL SECTION O VERTICAL SECTION SHEET: 3 -•:.-..--- - - - -- -- - OF 5} oC Silver Line brMdeF ii NMii ¢1* ONE SILVERLINE DRIVE NORTH BRUNSWICK,W 08902 PH:18001.2364228 Li ti Z' SECTION FOR INTERIOR SECTION FOR z N y _ - -BLOCK&TACKLE SEE GLAZING SEE GLAZING CONSTANT FORCE _ - N. o a4 ',a _ _-- BALANCERS \ DETAIL SHEET 1 DETAIL SHEET 1 /oma BALANCERS w m �I� - o o >\ ...j...... ,,= . ...i:/ � �C EXTERIOR w a. L. D.L.O. Fes, a REMARKS BY DATE MAX.FRAME WIDTH - 6TH FBCEDNTON LM 06/16n7 C HORIZONTAL SECTION 4 FIXED JAMB THIS DOCUMENT IS THE PROPERTY OF LIIOINO DROPS,Ric ANO SHALL NOT RE REPRODUCED IN WHOLE OH FART WITHOUT W orTEN cONSEM OF BINDING DROPS,LNG ALTERATIONS,ACDIDONS,HICHUGHDNG.OR OTHER SEE GLAZING . SEE GLAZING WRONGS TO THIS DADTEa0UENTARE unON MEO AHD [DETAIL 1 INTERIOR DETAIL SHEET 1 E — ```ottlI I1/JJJ/,, i— / `•NN oeS F. O./1,i : .!--;,,,oft-p.„s :,„ . , .:,..,: ii,,, , „„„, : i...,,,,:_i 1. , , . "CI • *.T'T • B n i1L` fl I13 ; •L•- -' i••WEU�` 1 EXTERIOR !„..t, '........•'G���C 'i `S/ONAL.S�```� D.LO. 1:20 GNdR I9 .E FLORIDA P.C..No 73 O° 398 E.DA8TH BEACH. .VD./338 € MAX.FRAME WIDTH - oANu SLAW,Z SON N ROPE CERT.LN BEHOR. 338 No 7957B iFL#: Sp HORIZONTAL SECTION 4 FL19715 FIXED JAMB DATE: 12.11.17 DWG.BY: CHK.BY: 1 LMS HFN I SCALE: NTS DWG.#: SWD011 SHEET: ---' -— --- 4 —` -- - OF 5 / MIN. 1/4"MAX. SUBSTRATE SHIM SPACE —.-1i~ SUBSTRATE MIN.EMBEDMENT SUBSTRATE Silver Line 4 EDGE DISTANCE BY OTHERS © % BY OTHERS BY OTHERS g'Ant isen .:.• INTERIOR TT / SSCREW IN THE INTERIOR (' A ' / �lJl� MIN. 111111 / MIN. IIIIIi/� EDGE DISTANCE u /�j EMBEDMENT I—I;' '4: F i' ,/ ONES000(20.ILVERUNE DRIVE ' SCREW IN THE EXTERIOR T,z . NORTH BRUNSWICK,NJ IIeBoz I / RN:(8001.2344228 CHANNEL _z,,, l PERIMETER SEALANT "5 1/4"MAX M� g z,, BY OTHERS SHIM SPACE PERIMETER SEALANT E ---- --- I 1/4"MAX. n m 0 ____ _ _ _ I BY OTHERS --__ __ SHIM SPACE __ __u-_7_•�+ < L,,-- a.;a. e EXTERIOR EXTERIOR MIN. vl _,-,= -—0-re' - --- - INTERIOR 'EXTERIOR INTERIOR '' O o ra 3 6 S= EMBEDMENT 3 s z F- p 3 -9 IN0 ¢z Ur mm,ia VERTICAL SECTION HORIZONTAL SECTION o z ;,-..2 z 55- I A g HORIZONTAL SECTION_ OC o z oB z 5.. 1 O THROUGH FRAME(HEAD) O THROUGH FRAME(JAMB) 6 NAIL FIN(HEAD) w LD ¢a o l' 5 .rez 2.D �] o z i 3/m N= N–K 53 1/a"MAX. REINFORCEMENT DETAILS o_ a /a 31-0M SPACE \ SUBSTRATN., °' BY OTHERS �{ 0.34" 1-- )– a 0.83" 0.87" INTERIOR .-tom �� + 0.13" REMARKS BY DATE F— I ��. © �I �1� ��� NTH FB[EDITION LM 06/14/17 0.77" D.ye LI LI I} ' I g -T-n : i'I'i'I t�)�. INTERIOR lJ� 0.06" 0.87"~ 0.46" o ` l EXTERIOR ill •�'� ;1I t 0.45" r I,. O �I O LOCK RAIL TOP O LOCK ALUMINUM MNG RAIL O ALUMINUOM M RAIL&SASH '{NISBOCUMENTUTNE OaOPERttOrBINDING ORO OROS.INC I 1 ALUMINUM vDSN WALNUT BE xEvxoou¢DlxwnDUDa MT EXTERIOR yRITmnTnSS,ABO ONS,IIIONic,m e,OK°OTRJR` MMIBNGS TO MI5 DDNMENO ARE NOF 0ER5ID00 AND INVALIDATE OUR CERTIFICATION. F MIN.EDGE DISTANCE `\41111 I IJJ••,, 1 HORIZONTAL SECTION EVERTICAL SECTION ``,, es F. o.''%,,ED NAIL FIN(JAMB) O MEETING STILE _ _ 2::. •!;100•' cC•':��Q O --1– ....p INSTALLATION NOTES: ANCHOR SCHEDULE 7; _ METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN.EDGE * �r '. I 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. DISTANCE = •U • :T,T : 0: EI WOOD ~ :• fl WOOD:MIN.SO=0.55 PANOOD SCREW 1.fi' 0.75' i •.�/�' 01:-...2_((/�` 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR - T i PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. NAILING FIN 3 THREADS MIN �i��S • G��`� METAL:18 GAU3GKSE Steel, #8 TEESCREW I PENETRMTIIOOANLBEYOND OM" �,i��S/ONA1-E'���`� 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WHIN ATOLERANCE OF±1/2 INCH THE DEPICTED LOCATION& HERI��Wahl Ps SPACING IN THE ANCHOR LAYOUT DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE 410 PAN HEAD INRDWBA P.E.No 73770 i NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. EXTERIOR CHANNEL 1.37 5.75• MILDEW MOPS.NC 3919 0AN1u BE T1..11004 338 WOOD:MIN.SG=0.55 FBPE CERT.CE'AU1HCEUZATION Na 293719 1 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM #10 FLAT HEAD IN THE i STACK TO BE 3/8 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED INTERIOR CHANNEL 1.5' 0.75 FL 8: C OF HIGH DENSITY PLASTIC OR BETTER. C I 19 7 1( C RIO HEAD IN 3THFLEADS MIN rL 1,J 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO, EXTERIORPAN CHANNEL PENETRATION BEYOND 0.50, 12.11.17 FOAM,BRICK VENEER,AND SIDING. THROUGH FRAME METAL:18 GAUGE Steel, METAL DATE: MIN.Fy v 33KSI 3 THREADS MIN 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR 1110FI HEAD IN THE PENETRATION BEYOND 0.50' DWLMS G.BY: I`H(-IFN I HAVE EACORROSION RESISTANT COATING. INTERIORCHANNEL METAL 7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. CONCRETE:Lce3000PSl 3/161 ITW TAPCON 73737 175. SCALE: NTS EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. FLAT HEAD DWG.A: SW D011 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION MASONRY:CMU Per ASTM 3/137 ITN TAPCON 1.25. 1737 SHEET: INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM C90 MIN.2000 PSI FAT HEAD STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. - -- - - - - - _ _ _` ____ ___ 9. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLAT HEAD ANCHORS. _ OF 703(D8 1?6C6I10 MAR 06 /\A BUILDING DROPS eCoU �'fient FL#: FL19715 Date: 12/15/2017 Report No: 4806 A Perfect Solution in Every Drop! Certificate of Authorization.29578 Manufacturer: Silver Line Building Products Lam. �) Product Category: Windows Qn Product Sub-Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: Series 70 Single Hung Window Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Silver Line • Building Products 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 SWD011,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 drawing SWD011 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD011 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page.2 of 4 BUILDING DROPS FL#: FL19715 Date: 12/15/2017 A Perfect Solution in Every Drop! Report No: 4806 Certificate of Authorization:29578 '1 I I Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality. assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization#: QUA2515). Performance Standards: The product described herein has been tested per: • TAS 201-94 it • TAS 202-94 • TAS 203-94 • ASTM E330-02 • ASTM E1886-05 • ASTM E1996-06/09/12 • AAMA/WDMA/CSA 101/I.S.2/A440-08 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories, Inc. (FBC Organization#TST1589) Report: Dated: NCTL 110-16327-1 08/13/2013 NCTL 110-16327-2 11/05/2013 NCTL 110-16327-3 08/13/2013 I 2. Quality Assurance . Window and Door Manufacturers Association (FBC Organization#: QUA2515) 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 • Hermes F. Norero, P.E. Florida No.73778 Page 3 of 4 ' h BUILDING DROPS FL#: FL19715 w 4, Date: 12/15/2017 A Perfect Solution in Every Drop! Report No: 4806 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: A. For two by(2X)wood frame substrate (Min.S.G. =0.55), use#8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate(Min 18 Ga., Fy=33 ksi),use#8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: • A. For two by(2X)wood buck substrate(Min.S.G. =0.55),use#10 PH Wood Screw type ' installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete(Min.f'c=3000 psi)or masonry(Conforms to ASTM C90)substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete(Min.f'c=3000 psi) or masonry(Conforms to ASTM C90)substrate where wood bucking is NOT employed, use 3/16"diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy=33 ksi),use#10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond • steel structure. Refer to Installation Instructions(SWD011)for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions(SWD011)for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No.73778 Page 4 of 4 L