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Home My WebLink AboutRevisions (2) i OFFYCE USE ONLY: DATE FILED: PERMIT# REVISION FEE: 15•d 0 RECEIPT# il�ruxleu�tam is I� :a J�4'�" � PLANNING&DEVELOPMENT.SERVICES COUNTY BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772).462-1553 FAX(772)462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION ILL 1. O / ADDRESS: d � C- , Pe, 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: . �yoa- moo - oa5s - dab- 1 w'�� awl aof' 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: i�9 ST.LUCIE COUNTY CERT.#: BUSINESS NAME: r �Ca QUALIFIERS N yjl.l �lf;v Sim i ADDRESS: Po box lao414K CITY: to �-' W --A b STATE: ZIP: 3W L.2 PHONE(DAYTIME): FAX: 4. OVMR/BUILDER INFORMATION NAME: ADDRESS: CITY: STATE: ZIP: PHONE: FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTEVIE): FAX: Revised 07/22/2014 F1Qrida Building Code Online Page 1 of 3 e Professi,onal RequIlationmr Florida Depanmentcf BCIS Home I Log In I User Registration I Hot Topl6 I Submit Surcharge I Stats&Facts I Publications I FBC Staff I SCIS Site Map I Links I 'Search Busines ProfessiProduct Approval USER:Public User Regulation Product Aooroval Menu>Product or Aoolication Search>Aoollcation List>Application Detail FL# FL5419-Rll Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer Simonton Windows Aft vA .7 Address/Phone/Email 1 Cochrane Ave 1�p Pennsboro,WV 264153s-) �7 (800)746-6687 Ext 2329 tiffany.davies@simonton.com 1 b r-z11 Authorized Signature Tiffany Davies tiffany.davies@simonton.com Technical Representative Tiffany Davies Address/Phone/Email PO Box 1646 5300 Briscoe Road Parkersburg,WV 26102 (800)542-9118 Ext 9329 tiffany_davies@simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square SY.LUCIE COUNTY Suite 550 BUILDING DIVIDION Schaumburg,IL 60173 REV14WRD (847)303-5664 FOR CO L OE webmaster@aamanet.org REVIEWED BY DATE Category Windows. PLANS AND PERMrr Subcategory *:: Double-Hung, ' MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 AAMA 506 2006 AAMA 506 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E 1886 2005 ASTM E 1996 2005 ASTM E 1996 2009 Equivalence of Product Standards Certified By hos://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttlJPwMo6eH... 5/26/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 09/12/2014 C1 , �r r-mILE Date Pending FBC Approval Date Approved Date Validated 10/03/2014 10/07/2014 Date Revised 03/19/2015 Summary of Products FL# Model,Number or Name Description 5419.1 07-09/07-10/07-20(Retrofit StormBreaker Plus 300VL,8000,Grand Estates Coastal Installation) Impact Vinyl Double Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5419 R11 C CAC 07-09 DH ann Impact 37x76 R Approved for use outside HVHZ:Yes PG65.1)df Impact Resistant:Yes FL5419 R11 C CAC 07-09 DH ann Impact 37x84 R Design Pressure:N/A PG60.pdf Other.53 x 76(+/-55 PSF),37 x 84(+/-60 PSF),37 x 76 FL5419 R11 C CAC 07-09 DH ann Impact 53x76 R 65 PSF)-Missile Impact Rating: D PG55.pdf FL5419 R11 C CAC 07-10 07-20 waiver to 07-09.pdf Quality Assurance Contract Expiration Date 04/23/2017 Installation Instructions FL5419 R11 II IN0364-R7.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5419 R11 AE EvalReport-IN0364-R7.pdf Created by Independent Third Party:Yes 07 20(Nailing.Fri Installation) a i.;StormBreaker Plus'"300VL;•8000,Grand:Estates Coastal Impact%Vinyl,Double Huny Tw:n Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5419 R11 C CAC 07-20 DH Impact 450 73x74 R50.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/24/2015 Design Pressure:+50/-50 Installation Instructions Other:73 x 74-Missile Impact Rating:D FL5419 R11 II IN0523 SP 07-20 DH Twin 2X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5419.3 42-19 ProFinish Brickmould 600 with SafePoint Storm Vinyl Double Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5419 R11 C CAC 42-19 DH Impact 36x63 R50.pdf Approved for use outside HVHZ:Yes FL5419 R11 C CAC 42-19 DH Impact 36x74 R50.1)df Impact Resistant:Yes FL5419 R11 C CAC 42-19 DH Impact 38x72 R50.odf Design Pressure:+50/-50 Quality Assurance Contract Expiration Date Other:36 x 63,36 x 74 and 38 x 72-Missile Impact 09/14/2016 Rating: C Installation Instructions FL5419 R11 II IN0540-R2.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL5419 R11 AE EvalReport-IN0540-R2.pdf Created by Independent Third Party:Yes 5419.4 42-19 ProFinish Brickmould 600 with SafePoint Storm Vinyl Double Hung Twin Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5419 RI C CAC 42-19 DH Twin Imoact 73x74 R50.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/14/2016 Design Pressure:+50/-50 Installation Instructions Other:73 x 74-Missile Impact Rating: C FL5419 R11 II IN0550 42-19 Impact DH Twin 2X.pdf https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtHJPwMo6eH... 5/26/2015 Flgrida Building Code Online Page 3 of 3 I Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32.399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick JIB-. Product Approval Accepts: ® ®Eg seeurit 1 i..retcs 11 F 'S. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtHJPwMo6eH... 5/26/2015 � Fie PY 4 2 1 1 �' RE419RIS 9Y DATE uDOE1 DEscNAnGH: mnmtm Double Hang S. o7-zD 11.0Impact w do. NO P.E. SEAL REQUIRED R M Imnlu OVER NONIN SIT,,kI up to 75•.74• INSTALLATION SUPPORTED BY AAMA TEST REPORTS OE9fN PRESSLRE RARNG N.g.tie:50.0 0L PSF Negativc 50.0 P3 USABLE CONFIGURATIONS ](X 7(Y 010 X 1 1/4•SCREW GENERAL DESCRIPTION: The head,.ID,and aide jambe ore extruded PVC.The vxo thickneae SRICONE CAAJ*1/4- GH BASEPLATE through rhiW the manor eve.pemetrales Is a mbdmum of 0.0707. GW AT H-MUWON B6 X 1 1/4'MIN. 2X BUCK SCREW PATH 1.00•MIN. o BASEPLATE ANCHORING EMBEDMENT INTO WOOD RA4PL"7E IL SHIN 6083-TB AWI u MUWCN REINFORCEMENT D (VERTICAL ONLY) o INTERIOR muLLIoN EI L-BRACKET RIVETED 2• 8 1/2.O.C. 2• VINYL EXTRUDED TO RACKET �rMAX r—�MAX TVP. MAX'1r H-MULLION _________ _________________- -T HEAD A i 4X SCALE EXTERIOR 1 1 � Y � MUWON DETAIL I I 1 1 v 3 i d 1/4•MAX SHIM ED . BB X 1 1/4•NLN. SCREW WITH 1.00•NIN. 2%BUCK %2 1/U=. 2•WOOD SCREW I s EMBEDMENT INTO WOOD � I 111RW(i1 U-CHANNEL I SILICONE BIO X 1 1/4•SCREW I 1 CAULK THROUGH BASEPLATE INTO I 1 ROOD AT H-MUWDN o I 1 /il SNLL � j � 4X SCALE 3 I p I I A I I 2%BUCK B8 X 1 1/4•TE<SCREW ¢ THROUGH MUWON L �oF t 6rF CONE CAULK 1 BB X 2 1/2•SCREW MAX SHIM s I THROUGH U- CHANNEL I 1 it INTO WOOD Y s BB%1 1/4•MEN. SCREW WITH 1.00•NIL A EMBEDMENT INTO WOOD 21/a•—�� Q " 1 1/2 211/4- SILICONE CAULK SUCONE CAULK 1 1/2• %MUWON 75•MAX OVERALL FRAME WIDTH wwx JAM ALE 4X SCALE mo aoamml m ue Pywry of sma�ta�rmae.a.nm D:nmelmal To-- �SIMON TONS B IN0.5z3 - rebN.v0 proplelmr and otAe dgeb b b.mjrot molts. r n o o v Wx Y: A lhb doavnmt b proved b tlu rvipfml on me aspevea T& Yom 1 Catl.ax:A— TROY. ld 2 1 oxxl'ueo Nat N Ie nal to ae 6 oxel rroro0.oee W— pv..Ex_W V}MIS port,nv used N conNncllvl.Im be /aebre v OesFllae Mglee rtpvY of amda b m e oxt"qan oex"'n Mnea� 9Y. ALE: .ithml Ib cme to lhb r f—u does not fmR b A:.0 retlpk+ntl dQib to uNtra hformo6m omlakiee W ma m i:.01 0' 30 mW. dmvnml Nidi b I.mnll dotaNed bem moble emfe. SM IISATIRlR: .Xq 3.00.5 W-20 MPACT RIM OH �IUlm IE ne wasu zx I%IIX wsrALLAnNW As TFSRO 4 J 2 1 i 4 1 1 PEV. PEN90N4 WIPMED BY DATE R MOOEL OE9LNAthdN- Smonton Doulde Hung Seder 07-20 Y tl Impact wlntlaw NAmmu OKA L,NOMIN a SIM- Ti,up to 74.5 x 74' 0£9(1!PRESALRE RATING P-W-50.0 PSF Negath¢50.0 PSF USABLE CONFlGURATIONS- xX GENERAL DESORIPTION� The heed'all,and side pmhu Joints w,etded PVC,the won thick— through which the anchor screw ponetretes b a mFimum of 0.070. NOTES: s 1.This installation has been evaluated for use in locations adhering to mthe Florida Building Code e and where design pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed herein. 2.All interior and exterior perimeter surfaces of the window must be caulked. 3.Anchors shall be specified and spaced as shown.Anchor embedment into base material shall be beyond wall dressing or stucco and into wood or concrete. 4.Wood bucks(by others)must be engineered and anchored properly to transfer loads to the structure. .5001 GLAZING COUP00ND ,9.The responsibility for selection of Simonton products to meet any applicable local laws,budding (PECORA 898-HIS) codes,ordinonces,or other safety requirements rests solely with the architect,building owner, 1/8'ANNEALED or contract- 6* ontractor.6.Shims are optional.Max.shim stack is 1/4'. 0.090 PVH(SOLURA) 7.Screws should be a minimum of 3/4'from the edge of the wood. — 4LED 8.If 2'x 47 bucks are used,anchor screws may be inserted through the interior track.Anchor screwsused In exterior balance track should be flush with the vinyl. 9.When used in arms requiring impact protection,this product DOES NOT REQUIRE the use of AIR SPACE Impact resistant shutters or other external protection. 10.Quantity of anchors attaching the jamb to the mullion will vary depending on the height of 1/8'TEMPERED the unit Distance between anchors must not exceed 12 inches an center. it.Flashing should be applied using the ASTM E 2112 methodology appropriate for the opening Into which the window is being installed. SPACER 12.Glc3ing shall compliy with ASTM E 1300-04. 1"INSULATED TEMPERED/ANNEALFO IMPACT GLASS WITH 0.090'PVB INTERLAYER A A Arch TSIMONoB INDS3 - Thb dmvnmt b W pWwt�ol Shnmton waae.s rhYA Oimenamd To-- A . nrtsNs prtgrblRy and oM el�b to Ib wmj<t manor. _ mew.iw Som3f Tnb Odaxnnt b wWdst b tlw redphed en Me mpeemt Y! 1 Cwdo�A,�e TII0. ,0 3 1 dtbn Mot it 19 not la be dadedoq,tpeodeed F wxtle em �,261t5 aEa®BT. AlE IwC d F emjmcme w.as ded-memfmhee w apak of,goadt fa on a Mw Mm 9enmten wndoa Dee'mob Mym aEh 9Y:DAIE- Mmt Lb, 1 C.rmblelion dam eat wM Me .x .03 FlT 3 0/1 tlmeiman whlm bto uMlee lee iilke taped le Mia ICN t.m 0' 30 in. woPwtr eltvFed tram ambw eaaee .xxx 1:.005 Q)-ID fNPACr 11E1 ON(N-NLLLID E EnE:w0e30 NanS!QAIDIa OETAtS . 4 3 1 1 Flgrida Building Code Online Page 1 of 3 �i Business; & Professional e 1 01 Hol ida Departmefltd SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FSC Staff I SCIS Site Map I Linin I Search Busines Professi gall Product Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail 1 's_ FL# FL228-R13 L 1Application Type RevisionCode Version 2010 1111 G Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Q Product Manufacturer Simonton Windows Address/Phone/Email 1 Cochrane Ave Pennsboro,WV 26415 (800)746-6687 Ext 2329 tiffany.davies@simonton.com Authorized Signature Tiffany Davies tiffany.davies@simonton.com Technical Representative Tiffany Davies Address/Phone/Email PO Box 1646 5300 Briscoe Road Parkersburg,WV 26102 (800)542-9118 Ext 9329 tiffanyjavies@simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg,IL 60173 (847)303-5664 webmaster@aamanet.org Category `z Windows`ti'•., Subcategory tiFixetlj`- Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year(of Standard) Standard Year AAMA 450 2006 AAMA 506 2008 AAMA 506 2006 AAMA/WDMA/CSA 101/I.S.2 A440 2005 ASTM E 1886 2005 ASTM E 1996 2009 ASTM E 1996 2005 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL228 R13 Eouiv IN0366-R5 Eauivalencv.pdf httn.q-//www.flnridnhniMina.nra/nr/nr ann cltl.acnx?naram=wCirFVXnwtDniiTnninnONal_.. 5/9.6/7015 Flprida Building Code Online _ Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 10/03/2014 ct Date Validated 10/03/2014 t Date Pending FBC Approval Date Approved 10/07/2014 Summary of Products FL# Model,Number or Name Description 228.1 07-09,07-10,07-20(Retrofit StormBreaker Plus 300VL,8000,Grand Estates Coastal Installation) Impact Vinyl Fixed(Picture)Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL228 R13 C CAC 07-09 07-20 PW Impact 74x63 R55 Approved for use outside HVHZ:Yes ext. . df Impact Resistant:Yes FL228 R13 C CAC 07-09 PW Impact 37x84 R50.pdf Design Pressure:N/A FL228 R13 C CAC 07-10 and 07-20 to 07-09 Waiver of Other:37x84(+/-50 PSF),74x63(+/-55 PSF)-Missile Retest.pd Impact Rating: D Quality Assurance Contract Expiration Date 06/23/2016 Installation Instructions FL228 R13 II IN0366-R5.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL228 R13 AE Eva IReport-IN0366-R5.pdf Created by Independent Third Party:Yes 228 2. 2i,, 07 20(Nadmg Fm installation) r StormBreaker Plus 300VL,;8000,Grand Estates Coastal }. Impact;KinylTixed(Picture)Window. L ,; �t. Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL228 R13 C CAC 07-09 07-20 PW Impact 74x63 R55 Approved for use outside HVHZ:Yes ext. . df Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+55/-55 10/01/2016 Other:74x63-Missile Impact Rating: D Installation Instructions FL228-:R,1'3'II IN0517.SP 07.-20-P,yy_2-X:'bdf-,.. Verified-By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 228.3 42-19 ProFinish Brickmould 600 with SafePoint Vinyl Fixed(Picture) Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL228 R13 C CAC 42-19 PW Impact 80x48 R50.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/08/2016 Design Pressure:+50/-50 Installation Instructions Other:80x48-Missile Impact Rating:C FL228 R13 II IN0551-Rl.odf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL228 R13 AE Eva lReoort-IN0551-Rl.odf Created by Independent Third Party:Yes 228.4 42-19 ProFinish Brickmould 600 with SafePoint Vinyl Fixed(Picture) Window Twin Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL228 R13 C CAC 42-19 PW Twin R13 C CAC 42-19 PW Twin Impact 73x74 R50odf73x74 R50.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/06/2016 Design Pressure:+50/-50 Installation Instructions Other:73x74-Missile Impact Rating: C FL228 R13 II IN0552 42-19 Impact PW Twin 2X.pdf Verified By:American Architectural Manufacturers Association Created by Independent Third Party: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquIOOigpONal... 5/26/2015 Florida Building Code Online Page 3 of 3 IEvaluation Reports Created by Independent Third Party: Back Next Contact Us::].940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 Smte of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response boa public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® eC� secunt lkl Rtes' https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquIOOigpONal... 5/26/2015 ♦ i �/I �vU' 1 1 1 �' Rli9afS BY OAIE NO P.E.SEAL REWIRED MODEL DESIGNATION: Simonton Scrim 07-20 Yut11 Impact Fixed Window INSTALLATION SUPPORTED t IW"len Moles Tm 00/[1/11 MAXIMUM OVERALL NOMINAL SIZE Smgle up to 74"x 63' BY AAMA TEST REPORTS t1PMlFD awma oeTAas PER 10Ew tmw TA.o. w/a/1t DESIGN PRESSURE RATING Positive: 55.0 PSF Negative 55.0 PSF USABLE CONFIGURATIONS. 0 GENERAL DESCRIPTION: The head.sill.and side jambs are extruded PVC.The wall thicknM through which the anchor screw penetrates is a minimum of 0.070'. SIUCONE CAULK g6 X 1 1/47 MIN.WOOD 2X BUCK SCREW PATH 1.00'MIN. EMBEDMENT INTO WOW B SILICONE CAULK e MAX. 1 �r MAX(TYP.) NAY. r 1/4'MAX.SHIM I I x I Q I r s HEAD 2%BUCK (1, 4X SCALE SILICONE CAULK v I 3 I 1/4'MAX SHIM � I I I I 1/4'MIN. MINo0-000 CREW �c I EMBEDMENT INTO WOOD I SILICONE CAULK o I I < I I JAMB 4X SCALE o, I I � I I I I 1/4'MAX SHIM I 2 I [i6 X 1 1/4'MIN.WOOD 9UCONE CAULK I I SCREW WITH 1.00'MIN. EMBEDMENT INTO WOOD 2Y BUCK a SUCONE CAULK A 74'MAX OVERALL FRAME WIDTH " SILL 4%SCALE 1nb a000nmt m ua a it-oi s�onta, !T� &IMONTO1VBTINOst7 2 1wwdea—1 b pm, b u.roa'ptt m Me t(.aduww Avm� cxIre 0]AtLn Na It bnettom6ednentt maaLuatl Pcv baqW V 16015art ne uaM b anynclim wan Ina Geatgy mmapdda Mgealam Ma Um Smmlm : AwB BY. IC1. nib nclr 1 ar xX t o5 0' 3o mh. 07-10 ag,l Ra X0011 .100f t.005 nE nic wosn u a1w1 wsrAtunan As nsm a 3 1 t _ l A ] 2 R � IM MODEL DESIGNATION: Simonton Series 07-20 Vint)Impact Fixed Modow I UPOAIED xmis T@a. M/,2/it MAXIMUM OVERALL NOMINAL SIZE: Single up to 74'x 63' 2 MA11D G—G m..e PEA Ntw nsnX DESIGN PRESSURE RATING Positi— 55.0 PSF Negative: 55.0 PSF USABLE CONFIGURATIONS: O GENERAL DESCRIPTION: The head,sill,and side jambs are extruded PVC.The wall thickness through which the anchor screw penetrates is a minimum of 0.070'. e p NOTES 1.This installation has been evaluated far use in locations adhering to the Florida Building Cade 0 rte.GLA55 and where design pressure requirements as determined by ASCE 7 Minimum Design Loads for BITE (SALNG CONFOUND PECORA B96 F115 Buildings and Other Structures do not exceed the design pressure ratings listed herein. ( ) 2 All exterior perimeter surfaces of the window must be coulked.Interior caulking is optional EPDM GASi�T unless noted otherwise. EXTERIOR 1/B'ANNEALED 3.An hors shall be specified and spaced cs shown.Anchor embedment into base material shall be beyond wall dressing or stucco and into wood. 0.105 PVB(SOLUIIA) 4.Wood bucks(by others)must be engineered and anchored properly to transfer loads to the ` 1/8'ANNEALED structure. `AIR SPACE 5.The responsibility for selection of Simonton products to meet any applicable local laws•building codes,ordinances,or other safely requirements ❑ 1/B'TEMPERED rests solely with the architect,building owner,or contractor. 6.Shims are optional.Max.shim stack is 1/4'. a 7.Installation screws must be a minimum of 3/4'from the edge of the wood. B.When used in areas requiring impact protection,this product DOES NOT REQUIRE the use of impact resistant shutters or other external protection. INTERIOR 1'INAILATED TEMPERED/ANNEAL IMPACT 9.Flashing should be applied using the ASTM E 2112 methodology appropriate far the opening RESISTANT ASS AaN.oErAl (O.IOS PVBT Into which the window is being installed. 10. A.erg shall comply with ASTM E 1300-04. A A Tri:eaomhmt:me pew r-o'--tm xvhae...nigh atnme,mal Talmmao SIMON TON' .9. IN0577 z McMn all Pat b ixJ me elder d=G le Ib llnt malts. ria aterw,ae uecified w Y. A m:aaa,nmt @ pmJYU m w mdpime m me eapmmee J ,C.advaAvvme rnn nT , em mal n le nal m ee eWoee0.rwrroaaaee x.cane Lenomme.wv±Aals er. A pmt,rev use N mijmcnm win tie deaiwi,moafactme v Orrinda M"� _ rtpoF of 0aoJe fv m,m mm mm SYnmtm YMeaea a£ ire. ATE "mat fm mmit IATA rvbkdan X ml amt ms JI i.QT ill 2%12 l x Yd b prapm,J oD tram moms Fearce. )0f S.al V 30 mK 07-2a apALT RCTIWE xYdlai XXX i.005 n r. RE WOS1J NalFS @ QAmn aEfAe.S e 1 1 ,