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HomeMy WebLinkAboutProduct Approval-FL14911-R10 4 i Silver Line • SILVER LINE BUILDING PRODUCTS CORP. k �ii am V1 SERIES/70 SERIES SINGLE HUNG WINDOW (2127) NORTH SII UI DRIVE IOD90T (1 MPA C T RATED)(HVHZ) RN%(8001230-0126 ZWF LI 0 F-, vil i. K O OZi 0. �s v,z �' zpfol GENERAL NOTES: - g Lo J MAX OVERALL SIZE TABLE OF CONTENTS N= "m 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND CONTIG. DESIGN MISSILE '"' <Ci MANUFACTURED TO COMPLY WITH THE CURRENT EDITION WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION > QFLORIDA BUILDING CODE(TBC),INCLUDING HVHZ AND HAS c BEEN EVALUATED ACCORDING TO THE FOLLOWING: - . A. • TAS 201-94 52" 73" O/% +55/-60 PSF LMI/SMI .1 GENERAL NOTES&GLAZING DETAIL s • TAS 202-94 2 - ELEVATION&ANCHOR LAYOUTS a • TAS 203-94 REMARKS BY DATE • ASTM E330-02 3 - VERTICAL SECTIONS • ASTM E18B6-05q - HORIZONTAL SECTIONS I • ASTM 11996-06/09/12 • AAMA/WDMA/CSA 101/I.S.2/A440.085 HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES& REINFORCEMENT DETAILS 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING DAR DOELKN+a THE PRO,LIM D<5Wm•.G EA,.NC AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF AND SIIAa Not or R(PDOOOCEOINWIIOIE OR PMT AND WAITHTN CONSENT OF RUM1OINO DAMMING WITHSTANDING AND TRANSFERRING APPLIED PRODUCT WITHOAVERAIUT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE MMCINOSIDIHIS DOCUMENT ARE NCO PERMUTED AHD TOMS TARE NCOP R ENGINEER ARCHITECT OF RECORD FOR THE PROJECT OF - •7IglEalty slgng,4•RFFel4E66/j2JJJDrero,P.E. f INSTALLATION. 43/64"O.A.I.G.LAMINATED GLASS eason�pr�E ••A.•� ..I:I-dello ent CONSISTING OF: ale:`• f eV/-0 3. 1X AND 2%BUCKS(WHEN USED)SHALL BE DESIGNED AND 1/8"ANNEALED GLASS %% •• ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE .... • �P I.y 7/32"STEEL SPACER ,. p +e STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE �• RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF �— 3/32"ANNEALED GLASS Ne RECORD FOR THE PROTECT OF INSTALLATION. 0.090"SAFLEX PVR INTERLAYER BY a'* • EASTMAN CHEMICAL COMPANY '0 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 3/32"ANNEALED GLASS s'73 S 0:111:12;:: F 'G; r GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR _ i/ �f r dA\\.44 IDP -• -Z. t A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION / % IPS \ !fir S G\- 1 .TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,, / /i/ . .,�. L�\J N. A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE EXTERIOR / Ips INTERIOR 2%_ `tiV SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN . /REr(4fd i�Gpi1E�?P.E.\ & NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT I 01s0 I e0w00 DA ''S INC APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR I ,_,� %S% III ase c DAMN 00001 mow.r ase AHJ. O i DM0N soar,n.3,300 !� FAVE CTAT.OR AUTHORIZATION No.20578 STEEL SPACER `\ t%zrr�l';1�� FL N: r. 5. ON THIS PRODUCT IN AREAS REQUIRING IMPAECTIVE SYSTEM IS CT T III/ MIN,GLASS 1/8"OR 3/32" BITE 7/16" F L14911 "$ RESISTANCE. SETTING BLOCK 6. WINDOW FRAME MATERIAL:PVC DOW 995 SEALANT DATE: 01.23.18 DWG.BY: CHIC BY: Y 7. IN COMPONDANCEENTS WITALLHTHECURRENT ESERVANFBC,WOOD GLAZING DETAIL 1 Q COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED FN ij OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SCALE: NTS 8 CHAPTER 23. NOTE: 3 ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.9: SWD050 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD • RESISTANCE. SHEET: OF 5 J c Silver Line '..\ B byAnda'ai i • •a ONE SILVERLINE DRIVE N 0 R T H.,8 tRUI NI SIW,i,,IC K.uN,/(:),0189 OZ. .... PH.MOT 344228 C.:1 g z MAX.OA FRAME WIDTH 52" FA 2 )g MAX.0.1.0. ----WIDTH 47.69" ku 0 u gln.-a 3"MAX. _.... ....____6"MAX. 6.2V MAX. c. tn 0 z 400 FROM CORNERS -V.— D.C. FROM —0- 1-.- I CORNERS z 4 m w 2 .gilk,li .1 < ...i._-._ NOTE: ALL FASTENERS ABOVE THE MEETING RAIL IN 1 THE INTERIOR JAMB P .. V MAX.i "0" TRACK MUST BE FLAT HEAD "0" MAX.D.L.O. "0" D.C. REMARKS BY DATE HEIGHT 33.50" i MAX.0.A FRAME i 12.5(r MAX. 0.C. ....----- HEIGHT 73" I 11 '“:AN:D05:i.N.,110OVO:r:IXTO:Rtill'Q,C'ET.IN.N111:0:100:0,R?WilHI:C MitRATIONS,ADDRIONS,HIGIOGiftiMOROMER MMOUNG5 TO MR DOCUMENIARENOT POIMITTEOPNO INVALIDAU MR CERTIFVOION MAX.D.L.O. g "x" 3"MAX. "X" 6,25"MAX. 4 HEIGHT 33.50" FROM FROM CORNERS--1 CORNERS -1 ‘%1.108 . 1,,,, I Ammidirallolmim...46. / . .. ,..T- I ...,4, 0. .8 '• ',A 1. 4, , : N• 7 : %. z = "0 S A OF :re 74 1 ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT S130 4 .:.:: ; ... ,„,. ..,0,.. ,,,.„, ... i SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW /,i 0 L.S .• - ' ‘-‘ iiA1Eet BAIN&PROCS.4 "'Urte.kaBlre3Z1 33$ POPE CERT.OF AUTHORIZATION No 29578 i FL 4: 4 n FL14911 t DATE: 01,23.18 DWG.BY: CHIC BY: HR HFN SCALE: NTS OWG.#: SWD050 SHEET: t 2 \. OF 5} i . . . - zi Silliveral.in: ..\ IvAn&Wri I. , . • ONE SILVERLINE DRIVE —........—•—.,. 11 l H BRUNSWICK,NJ 0(1.902 , IIII , [Uil ' 'H' l NORTH POI:(8001.234,4228 1— 7 lioloNDNH Z i I illit \ 1 ,,,,T • \ III / \ / .4„\\__ m— 0 g 3, 5 ccidel'it 11 ..,.....• ... cloiglil• SEE GLAZING SEE GLAZING )11 C) In Z it Clt DETAIL,SHEET 1 - DETAIL SHEET 1 t.§ 5 LI a 2 id ,D _ II: rc z ... D RI ci ..1 -. vl x 03 ci ,E: > ..9 illP a.tt III REMARKS BY DATE III riol-.. al . WIKtillilL al .WI!4.11.1 l' EXTERIOR I Vill iii I " INTERIOR 1 EXTERIOR At ___, INTERIOR g1. 1.41K.X......1 IS T.10404,EAVY ili W...OW36,MGU. 1i ill , 1, ANoTHALLNDTBERTOODOUCEDINVATOLICOORITT wItHour WRIRIN CONSENT OF IIVILDIRD MOOR INC. iiiALITAATIOM,ADDITIONS,MOIILIGHTING.00.0tKa 2 , iIl'll 2 ' KNIXINGSTOTNISDOCUMENTAA£NOTInAMMED AND INVoLoonTE ROD CR RTINDATION. .1. ill ItT11,1Ti.riii. § 3 , ...,:. • • •••••••• . ,,, s IIi ::.4.. 00 41E • •11,.. ill-I ...) ci .i: :::* :. ;, • •1.* E. 1 1 ,,,,: SEE GLAZING SEE GLAZING i-0- S A .OF :te t: DETAIL SHEET 1 DETAIL SHEET 1 i ''' %\it. '•10‘, 40 Z: 1 1 • n+ , Ii 11: k i/ Y i , A 1 ;** 411 riI:1/ FLORIDA NO 71718 WORM DROPS,RID 1:1±111 3O8£DANIA BEACH IV 338 DANIA BEACH,EL it I : I g ,....12ia 1 FERE CERT.OF AUTMEOZADON No.2937ti g 111111 Ail imillill FL#, i , , • -a.----.......72.' .7._Z..1.— c=:)... .- FL14911 .o" • . DATE: 01.23.18 i DWG.BY: CHK.BY: 1 HR HFN ICSCALE: NTS VERTICAL SECTION (D VERTICAL SECTION DwGJt Soso 1 ) NAIL FIN THRU FRAME I SHEET: v i 3 \._ . OF 5 .1 S r Silver Line Ew bym4: gs g 1* ONE SILVERLINE DRIVE NORTH M000WICO,PH 08902 PH:18001234.4228 SECTION FOR INTERIOR SECTION FOR Z H z ' i BLOCK&TACKLE SEE GLAZING SEE GLAZING CONSTANT FORCE y N O 41 n T DETAIL SHEET 1 BALANCERS w d BALANCERS \ DETAIL SHEET 1 , } w O . 056.1=6 s ..— ._- Ino ,-I,_ wimao> iI_l.fi ! o F.16li fid ` m I EXTERIOR w a <1€ w D.L.O. F w REMARKS BY DATE MAX.FRAME WIDTH - C HORIZONTAL SECTION 4 UPPER SASH fRISOOCUMENi 6itiEMW'ERRTOt PluDiN MOPS,Nit AND SHALL NOTOE REP000VCEOIN WHGSC 011 PMT WIIIIOU1 MOTES CONSIST 04 INALMN6 COOPS.INC ALTERATIONS,0000)085,INGHUGH0LNG,OR DOOR SEE GLAZINGSEE GLAZING MARKINGStOTHi5000SNTS,MESON MOTTO AND INVAHUATE cog MIMIC/MON, /DETAIL SHEET 1 INTERIOR DETAIL SHEET 1 ,``�jt'112Ttti,ii X r-^ _ ti/ A O I's �f 1 �3I 6. 111E I tEXTERIOR , D.I.O. 1101 i9 4ocriE0.e FLORIDNRDW0 CROP%INC 398 E.DMA BEACH DLt9. 338 MAX.FRAME WIDTH DAMA BEACH,Z a0N MC CE10 OF LEACH,0.334 N0.28378 FL#: FL14911 4) HORIZONTAL SECTION LOWER SASH DATE: 01.23.18 DWG.BR cHKIIFN SCALE: NTS N 1 DWG.#: SWD050 1 SHEET: 1 "it' OF 5J , Ii r SUBSTRATE 1/4"MAX. MIN.EMBEDMENT SUBSTRATE Silver Line MIN, SHIM SPACE —1„ I— SUBSTRATE 3 EDGE DISTANCE BY OTHERS Q r BY OTHERS �I BY OTHERS br'ndgR a INTERIOR '� SCREW IN THE INTERIOR 1=11C CHANNEL 1111 '� 111111 MIN, �IIIIII EDGE DISTANCE Lu u I ONE SILVERLINE DRIVE EMBEDMENT I II}TLr.. SCREW IN THE EXTERIOR w Z NORTH BOUNSWICR,NICNTTE iI� CHANNEL i G I� � / PH:180013344328 � �//////_�////// f f a __–'�' Z 1/4"MAX. f�ll� u PERIMETER SEALANT --1 I PERIMETER SEALANT •SIJ Z BY OTHERS SHIM SPACE BY OTHERS 1/4"MAX. Z N G 0 D vit. " �Lf SHIM SPACE u'1N !�8 a¢iq° o i EXTERIOR MIN. EXTERIOR lI INTERIOR 3 g Z° 0 m &c T. EXTERIOR INTERIOR f_ EMBEDMENT 52 5 o 5 S. ci) VERTICAL SECTION R HORIZONTAL SECTION HORIZONTAL SECTION 3 s oa a is THROUGH FRAME(HEAD) 6 THROUGH FRAME(JAMB) (-) NAIL FIN(HEAD) z Zi IR'Eg z m$ ; tix CZE m 1/4"MAX. qREINFORCEMENT DETAILS > ,,_,x .0 iFHM SPACE 1111 -. _SUBSTRATNIIWBY OTHERS I –.I 0.34" F 0.( 0.87" I 0.83" I� INTERIOR ;� © -I + ` frrrat 4- 0.13" REMARKS BY DATE �j;I 0.77" JL 0.9" f I�0.46" W ` ` I( EXTERIOR � I vt r''�`� INTERIOR 1 � 0.45"}5 0.06" 0.87" % ��\__I-� LmI i I' © SII 'll O LOCK RAIL TOP O LOCK MEETING RAIL O BOTTOM LIFT RAIL&SASH 5 lig 1 Z ALUMINUM ALUMINUM ,„„,„,,,,,„,„1,„,,,,,,„„,c„,„,„„,,„0„,„ANSLURESCMEWING OPART EXTERIOR ALUMINUM AITERATIONT,A0DRIONS,OIGlNIRD1 OR OTHER WIDIOUT MITTEN CONSENT OF MUDDING DROPS,MG MARONGTTO THIS DOCUMENT ARE NOT PERMTCO AND MIN,EDGE INVALIDATE OUR CIRINICATION. VERTICAL SECTION ��IJIll/TJJ cp HORIZONTAL SECTION O ANCHOR SCHEDULE \\\�.Y� F • METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN.EDGE ,\ /R N // NAIL FIN(JAMB) MEETING STILE DISTANCE `, ,E o.'n i,,' F, R8 WOOD SCREW A' PA WOOD:MIN,50=0.65 PAN MEAD I.S• 0.16• = .N \L O m 5 INSTALLATION NOTES: aft..''' N� 7 NAILING FIN 3 THREADS MIN `: : 1 i METAL 18 GAUGE SIOG, pO TEE SCREW PENETRATION BEYOND 0.50' A rf R 5 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. MIN.Fy=33Ks1 METAL '7j" 1. 2, THE NUMBER OF INSTALLATION ANCHORS DEPICTED 15 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THES A OF J,/ F.,-4::,p10 PAN MEADN 1.5• 5.75' o10''.**'..4, 1 MAXIMUM SIZE LISTED. EXTERIOR CHANNEL �``Q ;i 3. INTALLINDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OFt1/2 INCH THE DEPICTED LOCATION&SPACING INTHE ANCHOR LAYOUT WOOD:MIN,SO=0.35 10'1,‘S‘0 * GP. \ 910 FLAT HEAD IN THE 1.5' 0.76' / ,0... .i. •,.N\ DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. INTERIOR CHANNEL ku ppRL9J!a.% I'L DA�.E ND 73778 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH,SHIM 3 THREADS FAIN BMDMG DROPS,INC RID PAN HEAD IN 39B E.DANA REACH BLVD. 338 i WHERE SPACE OF 1/16 INCH OR GREATER OCCURS,SHIMS)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. EXTERIOR CHANNEL PENETRATION BEYOND DSO' DANA BEACH,FL 3300 51 METAL:MI.Fy 8330 SIDDI. METAL FM CERT.Or AUTHORIZATION 250 No.29!78 MM.FT a GAUGE 5. FOR MASONRY OR CONCRETE OPENINGS,1X WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE PIO FLAT HEAD IN THE PENETRAEADS MIN TION ON BEYOND o.50• FL": F L149�.1 DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE 83 ON SHEET 1 FOR MORE INTERIOR CHANNEL METAL S INFORMATION. THROUGH FRAME 3116'RW TAPCON p J! 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND FLAT HEAD IN INTERIOR 1.26• 1.15• DATE: 01.23.10 iCONCRETE:I'T3D00PSI CHANNEL SIDING. 3/10•ITW TAPCON DWG.BY: CHK.BY: i 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT HEX HECHANEEL N EXTERIOR 1.26' 1,75' H R F��•�' H F N COATING. SCALE: IV 1 S "ii 3118•RW TAPCON 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED FLAT HEAD IN INTERIOR 1.25' 1.75• S W D050 / FROM FREE EDGE OF BLOCK OR EDGE OF MORTARJOINT INTO FACE SHELL OF BLOCK. MASONRY:CMU POT ASTM CHANNEL DWG.q: 090 MIN.2000 P51 3H8'RW TAPCON SHEET: 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS HEX HEAD IN EXTERIOR 1.25' 1.76• 5 SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. CHANNEL 10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLAT HEAD ANCHORS. OF 5.1 ; ^ ^? es ." a d ' Attrichrk.mom='fF - r '' 1,Business & Professio al Regulation r off ttoMs Aaour d>tps►k o., at�tlAtatl earfr4CTDaP Log i.. g. ,. p e g I I Map BCIS Home In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Links I Search I Florida d --� 'i Product Approval s --- USER:Public User G4)':c142ri a:Cei°d.Yt� Product Approval Menu>Product or Application Search>Application List>Application Detail / ,, FL# FL14911-R10 d' r ,a-x C- F0 1t OFTHiz7 4. ( C "'I', X Application Type Revision "Str 4-- .,, t# y.. Code Version 2017 'i; - / Application Status Approved OCT01 X218 ;.' Comments public comment.05/18/18 St L g 0 Archived l UCIe e2� r rtr,,_ tit Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive li North Brunswick,NJ 08902 (732)435-1000 it jonberrian@slbp.com l it Authorized Signature Jon Berrian jonberrian@slbp.com it Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick,NJ 08902 (732)435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email i ' Category Windows l Subcategory Single Hung i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ID Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F.Norero,P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Locke Bowden P.E. 'k� Validation Checklist-Hardcopy Received Certificate of Independence FL14911 R10 COI COI Silverline SS 2017-06-14.pdf Referenced Standard and Year(of Standard) Standard ',Year AAMA/W D MA/CSA/101/I.S.2/A440 2008 AAMA/WDMA/CSA/101/I.S.2/A440 '2011 ASTM E1886 12005 ASTM E1996 II 2006 1 ASTM E1996 2009 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TAS 202 �1 1994 TAS 2031994 Equivalence of Product Standards Certified By Sections from the Code 1i it it Product Approval Method Method 1 Option D it Date Submitted 04/20/2018 Date Validated 04/20/2018 Date Pending FBC Approval 05/01/2018 Date Approved 06/12/2018 Date Revised 08/17/2018 Summary of Products FL# Model,Number or Name Description 14911.1 V1 Series/50 Series(2000) Single-Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No • FL14911 R10 II SWD017 SS 2017-10-20.pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.Florida P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911 R10 AE PER5140 SS 2017-10-20.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. ii 14911.2 V1 Series/50 Series(2111) Single-Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911_R10_II_SWD018 SS 2017-10-27.pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.Florida P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes 11 Design Pressure:N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911 R10 AE PER5141 SS 2017-10-20.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. 11 14911.3 V1 Series/50 Series(2200/2300) Single-Hung Window • Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911_R10_II_SWD019 SS 2017-10-27.pdf. Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.Florida RE.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911_R10_AE_PER5142 SS 2017-10-20.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. 14911.4 V1 Series/70 Series(2127) Single-Hung Window I� Limits of Use Installation Instructions • Approved for use in HVHZ:Yes FL14911_R10_II_SWD049 SS 2018-04-20.pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.Florida RE.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911 R10 AE PER5485 SS 2018-02-14.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. • 14911.5 V1 Series/70 Series(2127) Single-Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14911_R10_II_SWD050 SS 2018-04-20.pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.Florida P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911_R10_AE_PER5486 SS 2018-04-19.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. 14911.6 V1 Series/70 Series.(2907/4907) Single-Hung Window Limits of Use Installation Instructions • Approved for use in HVHZ:No FL14911_R10_II_SWD020 SS 2017-10-27.pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.Florida P.E.73778'I, Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911_R10_AE_PER5143 SS 2017-10-27.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. 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