Loading...
HomeMy WebLinkAboutPRODUCT APPROVAL3S�ry 3C6 Home �.� N User de9saa[oo tlo!Too 3UDMk wTna.�e 5[as & =acG "~ SCANNED dk) ^�,T } Product Approval BY M1 tT.E USER: Pubic User St. Lucie County Pa�cci .S0or?vala .}r9tL3tl01 > APPfimtfun Detaa FL # Application Type , Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FLS691-R5 Revision 2017 Approved ++lM >Jblcat"s r3C Reif 3C6 Sk Therma-Tru Corporation 11B Industrial Drive Edgerton, OH 43517 (419) 293-1741) rickw@rwbldgco nsulta nts.com Rick Wright rickw @ rwbldgconsu Ita nts.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Archite Florida Professional Engineer Evaluation Report - Hardcooy Received Lyndon Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2021 Ryan 1. King, P.E. 7. Validation Checklist - Hardcopy Received FL5891 RS COI (a) Certificate of Independence.oc 4 6202019, 10:05 AM R=_`eranced Standa'd and 'fear'^r Standard} Standard ASTM E1386 ASTM E1396 ASTM E330 ASTM E331 TAS 202 Equivalence of Product Standards _ Certified By Sections fmm the Cade Product Approval Method Method 1 Option D Date Submitted 10/17/2017 Date Validated 10/17/2017 Date Pending FBC Approval 10/22/2017 Date Approved 12/12/2017 of Products FL # Model, Number or Name 5B91.1 'a."FiberClassic" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST5691.1 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (For FiberClassic doors, this product approval requires the use of "P' part numbers For i these doors, which have been stained or painted within six ? months of installation.) Description 6'B "Impact" Opaque Fiberglass Single D� Outswing Configuration Installation Instructions F15391 R6 II fa) Inst 5331 L D'F Verified By: Lyndon Schmidt, P.E. 43405 Created by Independent Third Party: Ye: :Evaluation Reports FL5891 R5 AF (a) Eval 5891.1.Ddf Created by Independent Third Party: Ye: 5891.2 - b. "SmoothStar' ; 6'8 "Impact" Opaque Fiberglass Single D- i Outswing Configuration Limits of Use Installation Instructions i Approved for use in HVHZ: No FL5391 RS IL (a) Inst 5391 2 odf Approved for use outride HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 4340C i Impact Resistant: Yes Created by Independent Third Party: Ye: Design Pressure: N/A !Evaluation Reports Other: See INST 5891.2 for Design Pressure Ratings by ' FL5891 R5 AE (a) Eva' 5891.2 odF specific Model and for any other additional use limitations Created by Independent Third Party: Ya and installation instructions. (For SmoothStardoors, this product approval requires the use of 03" part numbers for these doors, which have been stained or painted within six I months of installation.) 5691.3 c. "ClassicCraft" I Limits of Use <: Approved for use in HVHZ: No - i 6'B "Impact" Opaque Fiberglass Single D, Outswing Configuration Installation Instructions I FL5891 R6 II (a) Inst 5891 3 odf 'f 4 6r20;2019, 10:05 AM Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 5B91.3 for Design pressure Ratings by specific Madal and for any other additional use !imitations and installation instructions. 5691.4 - d. "Fibe Classic" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 5891.4 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (For FiberClassic doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 5891.5 . e. "SmoothStar" I Limits of Use I Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other- See INST S891.5 for Design Pressure Ratings by j specific Model and for any other additional use limitations and installation instructions. (For SmoothStar doors, this product approval requires the use of "7" part numbers for these doors, which have been stained or painted within six ' months of installation.) 5891.6 f. "ClassicCraft" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes I Impact Resistant: Yes Design Pressure: N/A Other: See INST 5891.6 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. Verified By' Lyndon Schmidt, P E. 4347)= Created by Independent Tni-d Party If — Evaluation Reports F1 5391 R5 AE 'a) Eva! 53913 adf Created by Independent T:ird Party: ye_ B'0 "Impact' Opaque Fiberglass Single D. Outswing Configuration Installation Instructions FL5891 R5 It ra) Inst 5891.4 odf VenNed By: Lyndon Schmidt, P.E. 43405 Created by Independent Third Party: Ya: Evaluation Reports FLSB91 R5 AE (a) Eval 5891 4 odf Created by Independent Third Party: Y=_: B'0 "Impact" Opaque Fiberglass Single D, Outswing Configuration Installation Instructions FL5891 R6 II (a) Iirst 5891 5 odf Verified By: Lyndon Schmidt, P.E. 43405 Created by Independent Third Party: Ye: Evaluation Reports FL5691 R5 AE 'a) EvaL5391.5.Ddf Created by Independent Third Party: Ye: 8'O "Impact" Opaque Fiberglass Single Du Outswing Configuration Installation Instructions FL5891 RS II (a) Inst 5891.5 odf Verified By: Lyndon Schmidt, P.E. 43405 Created by Independent Third Party: Ye! Evaluation Reports FL5891 R6 AE (a) Eval 5891.E odf Created by Independent Third Party: Ye: Mackl :Next: Contact Us :: 2501 Blau Stone Road. Tallahassee FL 32393 Phone: B50-467-1324 The ;'Fate of Florida is an AA/EEO employer. Copyright 2007-2013 State or Florida :: Pnvacv Stat"--merit :: accesslbddv S[a[emen[ Under F8r[la law, email addre>>-ss era public ne©rites. If you do wt want your a -mad address TIC3�ed'31 R.apO.lie rf 3 J3DrICv _�rd electronic mad to this entry. Instead, contact the office by phone or by taddional mad If you have any questions, please contact 830. Section 455.275(1), Fbrda Sta[uty, effectua October 1, 2012, licenses dcensed under Chapter 455, F.S. must provide the Departne they have one. The emails provided maybe used for official communication with the dcensee. However email addresses am public reco supply a personal address, please provide the Department with an mad address which can be made available to the pubic To detemiine Chapter455, F.S., please click here . Product Approval Accepts: ".1- M 52M� MR if 52020IS. 10:05 ANT ' P4 6120,2013, iD:D5 AM a THERMAITRU 0 THEIRMA TRU DOORS 1 16 INa1-1aTRIA1 r1e., EOAERTMN, ❑H 421517 "FIBER CLASSIC" FIBERGLASS SINGLE DOOR INSWING / OUTSWING "IMPACT' GENERAL NOTFS I This prodief has been evaluated and is In compliance with the 6th Edition (2017) Flsvidn RuJdinp Code IFACI shucfural requirements excluding the "High Velocity Hurricane 70ne' IHVH71. 7 Product anchors shall be as listed and spaced as shown on delnik. Anchor embedment to base material shall be beyond wall dressing or stucco. .1. When used in areas requiring wind home debris protection this product complies will) FeC Sections 1609.1.2 P. R301.2.0 and does not require an Impact resistant covering. Thls product meets missile lavel'TY and excludes Wind 7one A as dented in ASTM FI996 and FAC Sections 1609.1.2.2 A R301.2.1.2. 1. A. For 2x stud framing cnnstrudlon, anchoring of these units shall he the same as that shown for 9x huck mosonry cnnslmatlon. .5 Silo conditinns that deviate from the details of This drawing require further engineering anals'sls by a licensed engineer or registered architect. TAALE.OPCOMEMS miff Y DESCRIPTION Ilypiral abutmns de signpressurnsRgeneralnotes 7 _ nnnr pnnnldelnik--- 3 Hnrioantcl nnss ---- _ d ROCknlc - ross ser.6on� ---- .5 Arknnd tramp anchoiinP,?X bunk mnsanly conslmrtlnn ............. h Fro ma nnchndng. l%bu[k mrlinpry eansiNtllan "' �...__. AiII nlMnlnrldsA Compnnanfs ""--'-"""'-'-'----�- 37.57'MAXO.A. FRAME W614 '- _ AHF1 MAX. J6.TK WIDTH O O - - swlhlG `�r` OVERALL 'FRAME. biA1ENSION :6ESIGN PRESSIIRE:(PS�' - iPOjRIVE NEGg71VE;1 INSWING 37.59" x 82.19" �67.0 •67,0 OUTSWING 37.59"x80.69" N r F7.-SR91.1 T 1 oe 7 0 4 , Av $... . , 51 c°J ~csN51' �1 41j m EXTERIOR 'sr •., £ San .........pi mg C FF 504 N g a 57 NTERIOR_" — 52 54 R' NORIZON! CROSSS CTION ba, - L21• � o Gi a a�EXTERIOR INTERIOR _ 1 j BBm O o0o IANy. S1 Q Q ntfJnirle 1.r.I.5x'.� II —mil a�'a , o-mom VERTICAL CROSS SECTION ___... "gym 12d o �.dMSzE s.1lL� :aue N.T.S. sl 69 D_2Rfi1M.zAR axv. &I - AL m cxK�m+. LFS � sum 2 wL r I-1/J"Mlt FM. 11YF{ E1 nv W_HORIZTAL ONCROSS SECTION 3 IcIAI ntinn--- TERIOR TERIOR INTEF FX_FF a `3JlnvMngcontlglanllnn — I-I/d"MIN. iMB. ITYP.I _ At m, LFS nuS'un.� ' FL 5891.1 1 .7. nv 7 7 OR _ 19 INTERIOR / EXTERIOR 1 VERTICAL CROSSSECTION 4 Inswlnp ranflpumlinn INTERIOR 1:j;4 EXTERIOR S� VERTICAeL CROSS. SECTION q Inswlnp c e " e 50 19 / 07 IM_ERIOR / EXTERIOR _ 2 VERTICAL CROSS SECTION 4 Shawn w/1%sub-buck_._._. _ EXTERIOR INTERIOR E VERTICAL CROSS SECTION, _4}nut.Wnpconngidatlnn 96 rm� O 2 InY limilm♦l 4 2J 08 _ s• N.T.S. _ ` AL n W. LFS li MA u0.: I FI—5891.1 n . a n 4 nr 7 " MASONRY OPENING 9X Bit( I m � _ nl , r ^_ RUCX ANCHORING CONCREiF ANCHOR NOTES: nF I Concrete anchor Innminns at the Boman may he adjusted to moinfaln the min. b polar, dlstanrn to mnrtarpru". 2 Cnncmle nnrhnr lnrnitons noted as"MAX. ON r.FNI'ER" must he ndlustpd to n mointaln the role. Perm rlktonre to matter lnlnk adef flonol eonrrafn anchors may he mpuimd to enmm the "MAX. ON rFNTFR"dlmenslon am not erreeded. d Concrete nnchnr Ohle ANCHOR ANCHOR MIN: MIN: CLEARANCEMIN:'CI:EdRANC TYPE SIZE EMBEDMENT TO. MASONRY TO ADIACENT EDGE ANCHOR ITW TAPCON* 1/4LI/d J q 2 ELCO UITRACONP I/d 1� 1/4 1 d' WOOD SCREW INSTntI ATIONNOTCS_ W r IMainfalnrminlmum.5/9"eA"dgA NlsfnncP,1"Pnddiltonce,&1"o.a.spaclnp $, '._„nf wood screws In arousal fhespliffRip nt wood. i F STRIKEJAMR MASONRY OPENING; FRAM 2%Blic FRAMEANS_NORING._ Masonry 2X buck construction _HINGE DETAIL. �z z z � r z e ILMRFJAMR L1TCH A DEADROLi DEdll. ;o 5 _ _ m rn ,"........",5�nm ri r411 III% zz amj '9 6 d m i p77 �g -a `oa M MASONRYm,°a4 OPENING / / S� ``8� 4 -'lG� % I - FRAME : 27ul x� 'I JAMBS =p p u� IX BACK - �. (� LAT[HA DEADBOLj DETAIL � m T f rc m mU mU LL4 - • • NN 08 O tiRO;EJAMB TRAMEANCHORING ._ HINGE JACONCRETEANNMB Masonry 1%buck cnWA lion roncreeondi.HQRnjjo S, 2R n I AQI:; retC Pnchto mn llnns of Iha nnmeLs mny hn ndjusfed to mnlnfoln thn min. 8 Cope etn o [C to mnrfnr (ninis, J CnncrenLIP mnrinrnlinnsnatedns"MAK.ON f. F.N7ER"nof con rain nnh maintn(n the min. eo'pn distance 'MAXmON CIFLITE "dImensio am rota nnchnrt mny rp n nrha fn Cnmm IheAON ('ENTER"dlmnnslpn are Mf aunnadCd. °)9. Cnnnrefa nnchn, fnhlC: ANCHOR ANCHOR MIN MIN: CLEARANCE 'MIN. CLEARANCE. TYPE SIZE EMBEDMENT TO MASONRY -' 7DADJA6ENT EDGE ANCHOR` Curt: 4 23 Gp ITW TAPCONm 114" 1:1/4" q' 4" .__21 TAPCON' 1/14" 1-1/4" HINGE DETAIL rxu, nr LFS s WOOD$CRF,W INSTAlIAl10N NDTES � ��' ----- PPIINIY NO x 1 Mnininln o minlmnm R/p adge!djsfenre I"anti olsionra. 8 I"an. spnUnq FI -5991.1 n _._, nl wood srmmw<tn Prevnnf lhespllflin0 nl wood. _ _____,. n G _ .*. ....' __ RILL OF MATERIALS 00.' '+QQQ�,,,�L1s m IFEM DESCRIP710N _ _ _ MATERIAL 2�. y A IXMICKSG055 -- �� TX1yQF R RUCKSG> O55 __ __ .WOOD aN *ydil`��m ._. ... WOOD SR %2 _D I/4 --- PFH PI--ORITW CONCRETE SCREW ROOD CONCRSTEEL ----�� E 101 MASONRY PSI MIN CONCRETE CONFORMING TO An ._ L� 4p 1H1 S01 OR HOI IOW ALOCK CONFORMING TO ASTM C90 CONCRETE n m $ C 3/16 X i 1/d PFH IN! T CONCRETE CCRFW - STEEL H I14 0114 PFH ITW CONCRETFSCRFW -STEM. A z _ _ p. - 1/4 X l R/d PFH ITW CONCRETE SCREW tTFfl "♦ ' a `n .. _ ... .... 19 TO HEAD A,$IQE n K RR%11/2 pFH WOOD SCREW (1AN'MIN_. FMRFDMENi) _ STEELlamp az ��- I NIOXZ'PFHWOOD SCREW STEEL 7 SHORi REACH COMPRESSION WFATHFRSTRIP FOAM R LONG REACH COMPRESSION WEATHERSTRIP FOAM ._._...._._____.___.._...___ 9 4"%4"HINGE.097"THK. , - STEEL. 10 410X 3/d" PFH WOOD SCREW ..._._._ ...__.. .._.... _ __ STFEI _ I7 KWIKSFT SIGNATURE SERIES PASSAGE I OCK _ _ � STEEL IB LOW PROFIIPOUTSWINC BUMP FACFTHRES_HOLD _ ALUM/WOOD_ 19 H F AD HU AAMRjPINE SG5=042,1 WOOD 220 70 SIDE IAMRfPINE SG> 042� _ WOOD --� 1. _. .._._ 3g 11 KWIKSET SIGNATURE SERIFS, (7AO)bFADROI.T STFFL _ Lid? 00 27 LATCHSTRIKFPIATF _'- �— _ �— — -----_ STEEL i�/Ge/ _r 1+� �a __ ,.._ STFEI. _ I 4--- .. d.h2" .__—__._- .•-� I 2B DEADROIT PI ATE ____. 32 DOOR ROTTOM SWEEF pvC 6 39 SELF NMI 1STINGINSWING S A DD t E THRESHOLD _ _ AI_UMCOMP. IB l0 OFIIE o0TSW1NO B0MP FACE SO HBERGI ASS DOOR PANEL_FIBFR CI ASSIC _— _ - m m 51 FC DOORSKIN 070 MIN. THK FIRFRGI ASS AY SMC G'G THERMA-TREE WITH YIELD STRENGTH Fy (MIN.( 600 PSI G' 57 iOP RAII. 59 LATCH ST FIF - -. .. ..__. ...._._ COMPOSITE --- -I - — —rR 54 HINGE STILE - -' -- m .5S BOTTOM RAII -__,. _. _. .. _..._ _ _ --WOOD .... __. . .__.— __ _ OMP6 N 5h POLYURETHANE FOAM CORE 191.AC DENSITY ���� FOAM ss a Ti l0_CK ALAI OCK RRFINFO_RCEMENi_ --__ "'--- WOOD-------.5.75" --- - — F NOTE. WOOD/1 v1 COMPONENTS (PINE, SG s=0.49) rid SE F DJBSTjNG LADJT�E, RE HOLD ndm 4 23 OB i scuc: N.T.S_ nwr m At, m rux m: LFS FL.--5A91.1 n ... xearn _ _ 7 nr 7 tl https:/Ii loridabuilding.org/pr/pi_app_dtl.aspx?param=wG EV XQwtDgvzRN Le5g40 V ntd... A �r. p)ra.�s 1'�L�-'k';P2�r 2F�4 iYuf��k�,�Pe �iJu43 I BCIS Home Log In User Registration HOtT '111.,SVbIr!it Surcharge om! BY Product Approval`osere: Pump userSt, LUCle County v"x , t ! e rp. IG p,� F1F y Mt Slats & Facts Publications FBC Staff SCLS Ste Map Links Search Ptocuct Aooroval Menu > Ptg d!lcl,;,gr A,F!RI,I£e t421!.S,egfgh> A2{!!rgtl!ln..1,ItiS > Application Detail FL # Application Type Coje Version Application Status Comments Archived Product Manufacturer Address/Phone/Ernail Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email FL12231-R4 Revision 2017 Approved Style Crest Inc. 600 Hagerty Drive Fremont, OH 43420 (419) 333-5835 Iewis. pope(Pstylecrest. net Lewis Pope lewis.pope@stylecrest.net stylecrest.net Lewis Pope 600 Hagerty Drive Fremont, OH 43420 (419) 333-E835 lewis.pope@stylecrest.net Lewis Pope 600 Hagerty Dr Fremont, OH 43420 lewls.pope@poly-foam.com 1 of 6 3/1?/9nlR e•[d Ann nnps:lltioridabuilding.org/pr/pr_app_dtl.aspx?param=wG E V XQwtDgvzRN Le5g4O Vntd... Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code I Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Panel Walls Siding Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report -.Hardcopy Received Eric J. Tempos P.E PE-63511 Architectural Testing, Inc., an Intertek company 12/31/2020 William R. Heiden III, P.E. Validation Checklist - Hardcopy Received FL12231 R4 COI E]T COI odf Standard ASTM D3679 Year 2011 Florida Licensed Professional Engineer or Architect FL12231 R4 Eauiv STCOG2717.32 Equivalence of Standards 2017-10.O�df Method 1 Option D 10/11/2017 11/21/2017 11/28/2017 02/13/2018 2of6 3i17nnls q•la AM nups;nriondauuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvzRNLe5g4OVntd.. Summary of Products Ff. #1 Model, Number or Name 12231.1 i Fairfield, Alpine Ridge and Ridgevlew Vinyl Siding Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/-59 Other: Design pressure varies based on the installation method. Please refer to the evaluation report for the proper design pressure based on the Installation. 12231.2 Harbour Crest, Spiegel Grove, Addison Heights, and Sawmill Vinyl Siding Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/-74 Other: Design pressure varies based on the Installation method. Please refer to the evaluation report for the proper design pressure based on the installation. ....... ........ i. ._ . _. .............. 12231.3 j Oak Harbor, Bristol Bay and. Town Square j Vinyl Siding Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/-59 Other: Design pressure varies based on the Installation method. Please refer to the evaluation report for the proper design pressure based on the installation. 12231.4 Pro Pride Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/-76 Description D4, DL4, D5 and OILS Configurations Installation Instructions FL12231 R4 II Installation Instructions Attach meat Details 2017-10-06.odf FL12231 R4 II Vinyl-Siding-Insta llatlon-Manual -2017.odf Verified By: NTA, Inc. Created by Independent Third Party: Yes Evaluation Reports FL12231_R4 AE Evaluation Report STC111111-8 2017-10-06.gdf Created by Independent Third Party: Yes ; D4, DL4,.DL4.5, D5, OILS and T3.33 Configurations Installation Instructions FL12231 R4 II Installation Instructions Attachment Details 12017-10-06 odf FL12231 R4 II Vinyl-Siding-Installation-Manual-2017 odf Verified By: NTA, Inc. Created by Independent Third Party: Yes ! Evaluation Reports FLIZ231 R4 AE Evaluation Report STC111111-8 2017_10_06.odf Created by Independent Third Party: Yes D4, DL4, DL4.5, D5, DL5 Configurations Installation Instructions FL12231 R4 II Installation Instructions Attachment Details 2017-10-06 odf FL12231 R4 II Vinyl-Siding-Installation-Manual-2017�df Verified By: NTA, Inc. Created by Independent Third Party: Yes Evaluation Reports FL12231 R4 AE Evaluation Report STC111111-8 2Q37-10-06.odf Created by. Independent Third Party: Yes DL4.5 Configurations Installation Instructions FL12231 R4 II Installation Instructions Attachment DLetaIL 2017-10-06 odf FL12231 R4 II Vigil-Siding-Installation-Manual-2Q17adf Verified By: NTA, Inc. 3 of 6 3/12001R 9-14 AN uups:n uongacuugmg.org/pr/pr_app_dtl.aspx'lparam=wG EV XQwtDgvzRN Le5g4OVntd... . Other: Design pressure varies based on the Installation method. Please refer to the evaluation report for the proper design pressure based on th.e installation. Created by Independent Third Party: Yes Evaluation Reports FL32231 R4 AE Evaluation Report STCIIII11-8 2017-10-06.1)df Created by Independent Third Party: Yes 12231.5 Prospan Premium, Dura Span and Pioneer T4, DS Configurations Vinyl Siding - Limits of Use Installation Instructions Approved for use in HVHZ: No FL12231 R4 II Installation Instructions Attachment _Details Approved for use outside HVHZ: Yes 2017-10-06.odf Impact Resistant: No FL12231 R4 II Vinyl-Siding-Installation-Manual-2017.pdf Design Pressure: +N/A/-37 Verified By: NTA, Inc. Other: Design pressure varies based on the Installation method. Please Created by Independent Third Party: Yes refer to the evaluation report for the proper design pressure based on Evaluation Reports the installation.. FL12231 R4 AE Evaluation Report STC111111-6 2017-10-06.pdf Created by Independent Third Party: Yes 1-2231.6 ; Select Series Beaded Siding and Lexington Beaded 6.5 Configuration Series Beaded Vinyl Siding Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/-74 Other: Design pressure varies based on the Installation method. Please refer to the evaluation report for the proper design pressure based on the installation. Installation Instructions FL12231 R4 II Installation Instructions Attachment Details 2017-10-06.odf FL12231 R4 II Vinyl-Siding-Installation-Manual-2017 odf Verified By: NTA, Inc. Created by Independent Third Party: Yes Evaluation Reports FL12231 R4 AE Evaluation Report STC111111-8 2017-10-06.odf Created by Independent Third Party: Yes 12231.7 Select Series Board and Batten and I Board and Batten Configuration Lexington Series Board and Batten Vinyl Siding Limits of Use Installation Instructions Approved for use in HVHZ: No FL12231 R4 II Installation Instructions Attachment Details Approved for use outside HVHZ: Yes 2017-10-06.odf Impact Resistant: No FL12231 R4 II Vinyl-Sid!no- Instal lation-Ma_rtua 1-2017. odf Design Pressure: +N/A/-50 ! Verified By: NTA, Inc. Other: Design pressure varies based on the Installation method. Please Created by Independent Third Party: Yes refer to the evaluation report for the proper design pressure based on Evaluation Reports the installation. FL12231 R4 AE Evaluation Report STC111111-8 2017_10_06. odf Created by Independent Third Party: Yes 12231.8 Timbermlll D4, S7 Configuration ......, ..._... ....... ........... .. .... ..... _... _. _ ............ _... _....... ........... ........ .. ._ Limits of Use Installation Instructions Approved for use in HVHZ: No FL12231 R4 II Installation Instructions Attachment Details 4 of 3/12/2019. 9:14 AN 1utP3.0 1IU1tudUUIIUI1lg.urgfprfpr_app_au.aspx'!param=wli E V Xt lwtDgvzRN Le5g40 Vntd, Approved for use outside HVHZ: Yes 2017-10-06 odf Impact Resistant: No FL12231 R4 II Vinyl-Siding-Installation-Manual-2017.Ddf Design Pressure: +N/A/-72 Verified By: NTA, Inc. Other: Design pressure varies based on the installation method. Please Created by Independent Third Party: Yes refer to the evaluation report for the proper design pressure based on Evaluation Reports the Installation. I FL12231 R4 AE Evaluation Report STC111111=8 2017-10-06.odf Created by Independent Third Party: Yes 12231.9 Timbermill Log Cabin Panel Siding ........ .. _ Cabin Board (S6 5) Configuration Limits of use ' Installation Instructions Approved for use In HVHZ: No FL12231 R4 II Installation Instructions Attachment Details Approved for use outside HVHZ: Yes 2017-10-06 odf Impact Resistant: No FL12231 R4 II Vinyl-Sidino-Installation-Manual-2017.pdf Design Pressure: +N/A/-100 Verified By: NTA, Inc. Other: Design pressure varies based on the installation method. Please Created by Independent Third Party: Yes refer to the evaluation report for the proper design pressure based on i Evaluation Reports the installation. , FL12231 R4 AE Eval t' R S 12.231.10 Timbermlll Vertical Siding I Limits of Use Approved for use In HVHZ: No I Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/-57 Other: 10" oc Into OSB sheathing ua Ion eoort TC111111-8 2017-10-06 odf Created by Independent Third Party: Yes 1 D5 Configuration Installation Instructions FL12231 R4 II Installation Instructions Attachment Details 2017-10-06.pdf FL12231 R4 II Vinyl-Siding-Installation-Manual-2017.Ddf Verified By: NTA, Inc. Created by Independent Third Party: Yes Evaluation Reports FL12231 R4 AE Evaluation Report STC111111-8 2017-10-06 odf Created by Independent Third Party: Yes LEI (Next] Contact Us :: 2601 Blair $Sane Roed. Tallahassee FL 32399 phone 850-487-1824 The State of Florida is an AA/EEO employer. C I ht 2007.2013 State f FI Id :: Pdvacv Stat [ :: Accesslbllity Statement :: Refund Statemenj Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a publlc-records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 950.467.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees Ilcehsed under Chapter 455, F.S. must provide the Department with an email address I they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. it you do not wish to supply a personal address, please provide the Department with an email address which Can he made available to the public. To determine d you are a licensee under Chapter 455, F.S., please click here . Product Approval Adepts: .,na b eckd.M 5 of 6 3/12/2018. 9:14 AP bttps://tlondabuilding.org/pr/pr__app_dtl.aspx?param=wGE V XQwtDgvzRNLe5g4O V ntd... .SMIll� ,MGTRUGS' 6of6 3/12/2018 9-14AN Installation Instructions: Attachment Details Ta,.ln 1. alln,unb,n 0La Allowable Pressurell (psQ Product Name Additional Product Profile Typical Thickness Nails' Staples' Names (In.) 16"oc 12"oc 8"oc 16rr oc 8"oc Pro Pride "-- 131-4.5 0.038 76 144 �9" 160 O5 49 pat,-12'ac Into OSB DuraSpan Prospao Premium sheathing __ --- (vertical application) Pioneer 0040 37 pat, 12' oc Into OSB T4 sheathing -- _ Alpine Ridge or D4, DL4 120 --- 170 78 -- Fairfield Rldgavlew 0.044 —_ O6, DL6 59 --- 122 59 ... Select Series Lexington Series Beaded 0.044 74 ... Bee etl Siding e,6 --- — --- Select Series Board Lexington Series Board and and Batten Board and Batten Batten g,g48 50 --- "— q5 —" Spiegel Grove or D4, DL4, Harbour Crest Addison Heights or DL4.5, 05, 0.040 74 -- 174 10B Sawmill DL5, T3.00 1655 124, DL4 120 -.- 170 78 --- Oak Harbor Bristol Bay or 0.042 DL D5, Town Square OIL OILS 59 ... 122 59 "' Tlmbannill Log Cabin Cabin Panel "' Board 0,042 100 --- --- — --- (S6.5) D4 _. ... -- ... Timbermill --- 0.042 1721 S7 --- 132 --- -- Timbermlll D5 0,042 57 Pat, 10' oc Into OSB vertical application) ( PP ) sheathing g — -- --••--•••r•--"••.••••,....n��..��,x.,.,�""�n.�..yl�.."Inl �.,ora�u. rweming,y,anawe0ie lest pressures were calculated using the fdlowing equation: Dh = P, /(0.36 x 1.5), where PI Is the averegesasulc teat annotate. ' Allowable pressure applies to the Siding only. The strength of me stmtlurel sheelhing, freming, and the withdrawal strength of the specified mnneeiws In the structural framing must be designed in accordance with accepted engineering practice by a registered design professional. ' Refer to Secgon 5.41or fastener requirements and referenced test reports far additional detalls of installation. 'Second value is for Double Stapled at 16' oc. ``IIIIII111111 (7jt G .......... T��A ` • 10 ES,'••a0//' NITA,Inc., 305 N Oakland M.:(�•• V a,%�1 Nappanee. Indiana 46350 No 63511 Englneerine COA No. 6463 *: ! NN �m r"a o ... w.�.am: e. n.wlvN.�we _ * •sy� sermsyuvex66otWnnlMM r4,us,Nrye•bleirvvlM tl L.:4nPiiei,me nM l. bb�nlrvou�lnlol ... ^M . IS EOn.nnIlaPbp •. lorog I P e� NA L �,�o`� 1. The product illustrated satisfies the requirements for the Florida Building Code Sixth Edition (2017) NOT including HVHZ. 2, The installation drawings depicted are in accordance with the Florida Building Code and the manufacture's installation requirements. 3. The products must be installed over a minimum 7/16" wood structural panel sheathing (Plywood or OSB) with an approved weather resistive barrier placed under the siding 4. Flashing must be installed as necessary at all openings, penetrations or abutments of dissimilar materials as required by the Building Code. 5. Wood framing installations are assumed to be 2X S-P-F (G= 0.42) or denser. For installation into wood framing use 1-1/2" long 11 Gauge roofing nails or 7/16" X 1-1/2" long X 16 gauge staples 6. The fastener must be able to penetrate not less that % inch into the framing or furring. A 1/16 to 1/32-inch space shall be between the fastener head (nail or staple) and the face of the vinyl nailing hem, so as not to restrict movement due to expansion and contraction. 1,O r.l l�0� ., 7. Corrosive resistant fasteners shall be used. Q`•' a Ny AO �ii MA, Inc., ]66N O&kI nd Ave ` (V .' V t". �] ,� Nappanee, Indiana 46666 EnSeeetln9 COA No, 6163 *: No 63511 . �. G .•wn ,dew .e w:o. min.,.a.. .,.wmme•w 000.e kr. n..Mix,na , o,e,e Mnn.iemrvuw�M nniq a,rimmlen�xudm.enwrnpn emr. nwnwu.n n. xan .e.eina n...ee..,a.ean... n..ene......ewwiw.rni.m •'.... S E OF•\j .=ixa, menlm"rrrreni..eem.m.aar. !, 10/09H7 �i. S..'. O R 1 - - Wall Width Wall Height i �— * 1 S E OF �• 10109117 P, //o �ONA1L1e� N C I RIMSIONS - D SPF WOOD FRMIING 16' DO (1W'.) 7/15' SNFATNIND (PEYWODO OR me MOISWRE WRIER WNn MIND EmDNERs (SEE NOTE c Wf ON I SECTION O-8 STYLE CREST. INC. VINYL SIRING t .l kiH iM 5 74 9��{.y� SCIS Home Login User Regstrabon HotTopirs Submit Surcharge Stats&Facts %bkatiom FBC StagBCLS SR Product Approval SCANNED db",P '(w, - USER: oubk User i3V St. Lucie County Product AOemyal M, ne_u > Pmdl,CC or Aool:ation Search > Anv@w ion Ls > AppBoation oend FL # FL239-R25 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be re by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 . druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowskl Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 FILE COPY of4 1/16/2018, 11:49AM Equivalence of Product Standards Certified By Product Approval -Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Method 1 Option A 12/08/2017 12/20/2017 12/25/2017 FL # Model, Number or Name i Description 239.1 SH - 200 (Non -Impact) Aluminum Single Hung Window i Limits of Use Certification AgencyCertificate Approved for use in HVHZ: Yes I FL239 P25 C CAC 17063002.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiratio Impact Resistant: No !. 09/01/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance I FL239 R25 II 17063002.odf (NOA) for product performance information, anchnrage VP.rif ere By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. ' Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 SH - 600 (Non -Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R25 C CAC 17063007.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiratio Impact Resistant: No 01/26/2021 Design Pressure: N/A I Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance I FL239 R25 II 17063007.1)df (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: i 239.3 SH - 700 (Large Missile Impact) ", Aluminum Single Hung Window Limits of Use i Certification Agency Certificate Approved for use in HVHZ: Yes j FL239 R25 C CAC 17063008.odf I Approved for use outside HVHZ: Yes I Quality Assurance Contract Expiratio Impact Resistant: Yes 03/26/2021 Design Pressure: N/A 'Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R25 II 17063008.odF (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER i details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ' 239.4 SH - 800 (Large Missile Impact) • Multi -Story Aluminum Single Hung Windc j Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes ! FL239 R25 C CAC 17063003.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiratio Impact Resistant: Yes - 05/03/2022 of 4 1116/2018, 11:49 AM Design Pressure: N/A i Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R25 II 17063003.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5ISH - BOO (Small Missile Impact) Limits of Use — - Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NDA) for product performance Information, anchorage details, and anchor type, size, and spacing information. 239.6 i SH-5400 (Non -Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) for product performance Information, anchorage i details, and anchor type, size, and spacing information. 239.7 I SH-5500 (Large Missile Impact) i Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A I Other: Please see Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. Multi -Story Aluminum Single Hung Windc rCertification Agency Certificate FL239 R25 C CAC 17063004.odf Quality Assurance Contract Expiratio 05/03/2022 :Installation Instructions FL239 R25 II 17063004.odf j Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: ;Evaluation Reports ! Created by Independent Third Party: Vinyl Single Hung Window Certification Agency Certificate FL239 R25 C CAC 17063006.Ddf Quality Assurance Contract Expiratio 07/30/2020 Installation Instructons FL239 R25 II 17063006.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Vinyl Single Hung Window Certification Agency Certificate FL239 R25 C CAC 17063005.odf Quality Assurance Contract Expiratio 07/30/2020 Installation Instructions FL239 R25 II 17063005.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Bark Nert Contact Us:: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cooynaht 2007-2013 State of Florida.:: Privacy Statement :: Accessbility Statemem Under Florida low, emal addresses are public records. If you do not want your e-mad address released In response to a public -record electmnc mad to this entity. Lstead, contact the office by phone or by traditional maL df you have any questions, please contact 850. Section 455.275(1), Florda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departme they have one. The mails provided may be used for official communication with the licensee. However email addresses are public reco supply a personal address, please pmvide the Department with an email address which can be made available to the public. To detemrine Chapter 455, F.S., please crick here . Product Approval Accepts: ME=tea® oF4 1116/2018, 11:49 AM I IVI1U. --- - SCCllT.Li:�'hIETR1CS`. I, of 4 1/16/2018, 11:49 AM 3i y Wroduct AUPrOVal •' ,— i — ".-- ' o-I "1 r A :: , . IPPlira,..n Dclail Dde Ve:iion Aaai-:3t13.l 3'3-U3 Comments Arzh.yej Product Man'Jf3CtUr2r Address/Phone/Email Autharized Signature T cM1nial Representative °i]dreSS%Phone/-mall SCANNED BY St. Lucie County ZuaLty 4iiur3nce ReDreientatiVe A] ]rase>.!?hone/ Em 3�i Category Subcategary C0313ii3m^.e McCh Dd Florida Engineer or Architct Uame wno developed the Evaluation Rapart Fla;da Licen, Quality Assurance Ertity, Quality .ASiJrance vJntra-.t EKp1:3tIDn Date Validated By Certiric3te Df [ndeDeadeace Referenced Standard and Year (of Standard) Equivalence of P.-Dduct Standards Certified By YCpJni from the _Dtle FL755I•J1 R2VIap•, 2917 ApprJved Elite Aluminum Corporation 4550 Lyons Technology Parkway Coconut Creek, FL 33073 (954) 949-3200 dkadokimengineering. net Do Kim dkadakimenginaenng. n et Bruce Peacock 4550 Lyons Tachnol.igy Parkway Coconut C, eek. FL 33073 !954) 949-3200 aae3CDck ae�ite3lJmmti:m.'Jm Roofing ':Dducts IntrJd� _d 33 a Result>DF Nev Technologv Evaluation Report from a Florida Registered AlChit=_ct o.. a Ucansed Florida Profa_ssional Engineer Evaluation Report - Hardcopy Received Do Kim. P.E. PE-49497 QAI LabDratprlei 12;30.!2022 James L. Buckner, P.E. a CBUCK, Inc. ' Validation Checklist - Hardcopy Received =_755I R4 7jr .+ r rniaD.... ,-e ]j; raS :Wren llaid36uiiding aq�, Dr_3op d1135aKJa3ram=W ;EVXQW[D 72 2aR3y�o-JHgA)ma,,ILE COPY _ gsgJkzK BeuCecN32v�',; !"a .rteCn JJ 2 711I1:1 3 -tar= 93 15/2j17 Dale 03. .5/2J 17 Dace pendng-3_>nnval 33,127/2J:7 Date ADJ-a;-7 1 317 Summary of Products FL # Model, Number or Name Descriotion 7�i..1 _ _ _ Alu,m:nymi 4lumincm-EDmJpsite �ane:i Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure: +30/-30 Other: In HVHZ, not rJ be used in structures considered living areas per FBC Section 1515 unless impazt protection is DrDvided. See Installation drawly for nominal allowaSle design pressures and spans. 3"'M-/5'xD.02a'x CID EDS ZDmpo>ite Pan=i. 3'id f5-93 032x1.o EPS Cnmoosra Panel. 3'/4-i5"x7 024'x21i =93 ZD.IIo JSIte >3nel. 3 Y4'75'k0 330'c21b E.oS CDmaDS;te Ja-lal Installation Instructions FL7351 14 iL 2,317 F3G=!:te Alumuum Corr-I:,3t31[ instruct Ddf Verified By Do Kim, R=-. PE 49497 Cr=_arey by lada3andent Third PattV- Yes Evaluation Reports F17551 44 A= 755(= al t' , R�031-2317 =3C.Ddf Created by Cndep=_ndent Tnird Party: Yes Gn[a¢ds T313a •i +lit -- - S 39>hp - ) il_5:a-a3f7J:ldi:i it AA,/-O am]!0✓ar,:111-41t2)07- 13 Sot, f1 =rt ilviV 'Jute-1111a i3n. a.Tdll i1]'a3iai 3:e >yJli=: ac>rdi. If VpJ J> l'>[ W3lC YCur 2 :T311 3]d,e;5 :alPaiC] 1:1 :ai».lSa :] 3>YCII:-reC>-]i:a>_±i[. JO at ie'd ales:>n:C ndll p Ms en:ln,. 1-11aad. >On.IY_ [a=office by phone •Jf OV ,Jadihonal mail. If you Nave 1l✓ a'Jasr�Jni. 019aie ^ nJ:R 350.4a7.1 391. '> - •t s.$ •]� tl. llY. Ca �(a,orei aRa+l✓a 01102' L, 2012. llmniees izz1aed u/ der Chapyre.- 43 i. =amks i,.vid2 !hC DebaTmen, Wlrh a, a,dj ad•J(ess r " One i1e +ma'> ],obl]ad T V sed hr rtkl ' mev lave J 3 CaTIT IllfTr nn W M na I Can Caa. NO✓/C•C' Ta dd'JSCSa Ir V11 •JJ 10' I'll '] 3j.11 a ]arson3 1]dresar Jlease 1. pvlde r e J •>a2TMr W [h al +-ta'l ad'J ^xs w,ICM1 Cal Je made ava.aala J C > 3bC. T> jera,imeIf V'JL a. a r ..>_- 1.11_ Znalt*r 45i, L- ]aia :ll-k game .a.. Prpdutt Approval A.du: CM LE 01 Safe tbs !wuav ODndar)ulding xgra,-D: aOD Jt!asox>>3ram=wGEVXQwtDgsg3kZX723euCacN32v:;2�)RBY.�,1osOHaAImoll,3d 2:2 ELITE PANEL SPAN TABLES '3' x U.U24 x I - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARIS) NEI MAX, ALLOWABLE SPAN U IS ALLOWABLE LOAD (FSF)I L/UU L/120 L/16U L/24V 6 IeZ2 _20 _ 13,11 13. I3.N 1222 Taal w.%b Y.11 _IV.3Y TRU 10 YYe y22 AW C.tlS_ _ 50 6V - ]0 b.e, ISI - __bu 'i:7o 2n9 - 4' x 0.024 n l - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHANIS) NEI ALLOWABLE WAD (YS/)1 MAX. ALLOWABLE SPAN 0 1) L/UU L/120 L/iBU L/240 IY NYIS. 11.11 IO.YJ _ ¢Y ISJII 1501 1].VI I'J,Y9 _ ]Y .V.Y/ IC.SY I II.JV IV "1 IU.97 lu.Y%,17 b.MV ]U Y.Ya Y.11 bY¢ 6Y __ _ ...13 1,13 '1.61 _ ]p tl.SE LL]2 a, S ].]b I.YJ BO LoadtlA2 261 6' x U.U24 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARIS) ME] ALLOWABLE LUAU (PSt)1 MAX. ALLOWABLE SPAN (t I) L/uu L/120 L/IBU L/29V IV CJYV ¢12+ 11.17 Ism zV Inu4 oil Inuit Ina ]V ul'J nu Ixu lala _ IV IS:J1 151+ _ LJ.a1 _ la.Y+ ]U Ib 1Y Luis 1L.IY IV.YI 60 11.1/ II.0 ILI? _ IIAJ -__ Al IOd1 lYe1 wsV 9U Y.tl7 Y,B9 Its _9vs 'JA% Net ullowuble lauds are permitted lu be multiplied by 1.67 to derive ultimate luude (pst). 3' x U.U3'L' x I - LB LPS PANELS (ALLOWABLE CLEAR SPAN CHARIS) NEI ALLOWABLE LOAD (PSf )1 10 _ MAX.,ALLUWABLE SPAN U D L/B0 11.50 L/!LV L/ItlU 16.91 L/24V - 15.91: 2V 3U 166+ I5,1) _1).SV 1596 11.V6 _ 14YE 1121 Rlfi _ _ IY � 13 b9 le.lh _B.36 +56 _ _b.3fi 6U __ IV.JS b.'Jb ell C.bb tlY Jy0 (.56 4' x 0.UJ2 x 1 - LB LPS PANELS (ALLLIWABLE CLEAR SPAN CHARIS) NEI ALLOWABLE LUAU (PStP MAX. ALLOWABLE SPAN 01) LIEU L/121) L/ItlU L/240 IY 1672 0 ION _U 4- _-_ SY I52b ,IYY Ys2 3.23 _w JY IL+Y Iu.IY i.3b eu NSY nal l.ib _-_ _ 6' x O.UJe x 1 - LB LPS PANLLS (ALLUWABLE CLEAR SPAN CHARIS) NLI ALLOWABLE LUAU (VSNI MAX, ALLOWABLE SPAN (tU L/BU L/1'2U L/tlU L/29U ,aI,,. a+.Liu a+!r eu e3a+ e'J.YI me epee etb'! 'Ives v.ez +Y eV.a, Yall ".a, IJ tl2 Y� IYb2 IAY 11bb wb2 60 Ib.30 16,47 lee A2 Y __ YY IJ.14 IS TU Y.Ue -4 U_ J' A U,Ue4 x 2 - iLB LPS PANELS (ALLOWABLE C_EAR SPAN CHARTS) NEI MAX. ALLUWAULI. SPAN (FD ALLOWABLE _ LOAD (FSF)I LTV L/ILO L/ItlU L/24U IAII �tlYYIb91 I.66 1]A4 ....1 b.aL I].p6 11.0 I1.11 IG.Ib 1119 ISV6 _LAb Ytlb 10.a1 ]26 _ 6Y I IL16 _ tl5/ 1b R u.a) e3e Qm tlY IpP4 Y.pb 18/ 4' x U.Uel x 2 - LB LPS PANELS (ALLOWABLE C_ILAk SPAN L'HARTS) NLI MAX. ALLOWABLE SPAN (FT) ALLOWABLE LUAU (PS/)' _ _ _ L/3U L_/ILO L%180 L/240 el+//_- [I.Y] IU 10 "I V.]4 IN.JE I'.Sr 19]1 -'Sr 12.1a _V 1159 13.99 Y.91 5.51 6' x U.U24 x 2 - LB EPS PANELS (ALLUWA_BLE_C=EAR SPAN CHARTS) NLr MAX. ALLOWABLE SPAN (FT) ALLOWABLE LUAU (PS1 J1 L/8U L/ILO L/ItlU L/290 IS eria zass Qaetl eaAv _ zu zabu JPu e3.uJ ea]6 YV 2112 YLU2 wee IYA/ _ YV.CY _CU.+Y e IYA1 !.- Lew ITse OENHKAL Na I Es I. CwnpliShe panels shall be Ca.Irticled 119i0g Type 3003.11154 Alun.inuln BWiugs, 1 w-'_ I'C}'AS'I A C'.)711 catpaaa broad LPS adhvw W uluilunau. Inviny9 wiut Ashland Cl a ilvtd 2020D ISO yip. ptlbriwhwi tU Is, Uy Blllu pnncl IaI%Bwb ally in aycordw¢v Whla q paved pnbricutial ulishWds. 2. ElLcmuCiNnothuwituuiuul1L 1713(iup dass'B"lvxt)Wliug w]d um NIi1L5VL uPplwyd. 3. 7Lb binsiRcuual Iwa InY;n .kslylal WJJ sbull be Ibbri rtea in ucwNulnv wbh Ihv le4uhanaus of OIL• flaidu Building CW e 6"' 6dViun U7)U. wnlpvahe plate, comply with C6 tiat, 7 5mlun 720, C'huplet tl Sealru 1:0. Clem A lilwaf , linisb, aN C'hupls, 16 Sativa 26U3. All IVc11L building Lvdv u.aendwenlN shill be adhe d a by quit ad. 4. 'ILW du.+iguer shald.I.I.e by acevpu9 YngiliaL'riug pwluit, Ow ulWrclbiv holds for she Simile load wndiliLals(owhidiog had cvinbhulivns) wing the dvla lien, da, allunubly lauds tublvs and slra.s b, life Lipp,vral. 5. DvOcad..)linub mild alkiwable, sp4n.Y have bum. listed lU list[ HIC'hwhnllnB tIW IIVII/.. lotIV HZ, This prnfiltulmll by Bud 1n sit LNNINa "na w be oat.idrrcd MBE, unas" pw Sccllan 1610 U'LI s,appal mL imuoav IV nt,vwn ISW W Ihb IIV I IZ I'eLlII lore 11 are lost. It Salvo) lath Vf 2.0 has linen used w dewlap nIII.wble lauds nail spans llin,twill, in a4va0ana: w BICLiVidelhles l'w AbuniuU Lt blfl,xinvo Vito I and lintri niSIv filet HC Chapkt 16 had 20. 1 1w(hly WILL 6 Il. vanditated1V AcvLathawv 19 ASIM172-US Slsa,Bdi l'vnl of Pound, forllulldWg Ql; Itl Lunn X ILCTL]4ILV hrM IN,V115:RETI-05-I91iB,HIAI-IJU1IVy IU,1 A620(t IRA 1 V6 _I US, HHU-01067,H ll-0-I01)2, HVI'I. 00-'11U/ 1111 L-05I987111 L1U(2U6Y.l all Lit SII7U. Hill U6 U71, IHE L146,1)'J9111a LAM 1JJ1 Ilk11-06.2t1'71. HUL1 UI 0.1 Hit) 1-U6 1Y74 Itl'I 1-US INJ6 IlwlI U5-I989Ilk, bpi -I YJa Ill. IIIIy Ives uB11 US 11Y5. 11F. rl.u5 1990, IIL11 US 1 J97, 111 1105 UJ7. LII 110Y ltl J Illi I I U9 U39, IIUl 1.03030 11411-V9 _WI Uhl l US•1V4B. IIBJ'B 00-1UA IfULI-032031 III II. US B3B,1111.I952B63 I'ILLI(*2WU, IILLI415-2042. 9. Liuvw In1Llpvlwlml shall he ullmrcd fill hbulo xOha Lit, IublcS $Toilet, 10. panels With Be. beau." 9mll by consla¢red yqulwlvnuu slwllw pawl, Wkhoaa fail heal.. DYslyn plul'aslonab LILLY lVuhldY 9' x U,U3U x il. - L.tl LPS PHNLLS (ALLOWABLE' LLLAK SHAIN CHARIS) _. . NEI ALLOWABL[' MAX. ALLUWNBLI. SPEW U IJ LOAD (YSI')l_...- L/tlV L/ICU L/ItlU L/B4 U__ _ __IV __ 2V.11 QVY] IYA2 IB.BI 2U � IY.V2 ' Ib.tll 1%.Sb 16.]] 51 _IE.J3 __ IJbY IIAI Is La IIA1 _X all OS! /V _ 1].]5 IL.E4 tlJG 1.YL __ b4 IC14 IL�:J- n5e LLV 9' x U,U3U x 2 - LB LPS PgNLLS (ALLOWABLE LLEAN SPAN CHAkIS) ME MAX. ALLOWABLE SYAIV U U ALLOWABLE' _ _LUAU (YS!)l _L/VV L/12U L)INU _V [9 V_ ee.3 Q�Ihhi _G'JAI' "YJ II YU _ QL.>/ Li.>%_ IV 23i1 Clil CV'JY '1CY1 eu zvTs --is '-'in.bn Seal' hY _ IY.JY IY,JY ll.J> 1� /1- /U Itl.3J IbJf l].tlb _ _Ie.YY ' BU 1)2E 1/$b Ii.JS _IY.iY _. 6' x UA3U x 2 LB LPS PANEL`.' (ALLOWABLE CLEAR SPAN CHARIS) NLI ALLOWABLE MAX ALLUWABLF ]PAN of 1)_ LUAU (Y_S!)I L/tlV L/ILO L/ItlU L/@4U It eluu e1tlY e9.vu na- ev ¢1.69 eab3" eu-i1 Qetl1 ]U _ L;.91 CC Y+ _Ce YY QI.tlY 4V h-V'YLIY IY.BL11.4 _ bU __ Yp.be- YY.CL CV Jb IbUI _ St. .ww1 vnN CUNI NALUS CAULKING -I O OOU 000000; 0 0 0 0 O O O O 0 O Ir M fl BLIMI XaAaa L.a. eLS�. BPINI. .Ilia UA NilLPY )1_WY I M' ALI MLl K 11 VIYIN INILKLInKINU -If I rho ILUPL' P3 JVVnVV V VVG Ij.n 'Qs(1•2Ty CYS rIMC tl JUY IL Be Y V 4 U CLtl V U r, aw Ibuh Ill. 1 xLUnlxup AtIN'S V' UVV LLLnN SPAN ill total III InSWr------.- .0 -yn. r VyV LNLIn[LN IIP Ill lot MKYVILR Vy INN Nllla L'VNNLtlus,$ SVYYLp111Mi SIMA:IIML ULIflIL b] All IXIL'NNIS] nl WALL file IWAL yVV Jb N INYNI L [], UI YN Ms . b SILL) Ias IN qnr aIMN LN4116LK. YANLL )YAP V V LIC' MA Al1.NSI EPS ROOF PANELI SPAN DESCRIPI"ION DO KIM .n bV LLI L%UNtlLI1-'1110 EI'R WL'1'UHAL ENLJINEER9 IY1 WWnlwJY I u,w.tL JJbry Iµ lelU E)rnfS V) J W WV 1cN z S aZw 4 `9 wwa 1- `rawn Nf� G Y19 it 0 VOy Uj4 Etw u�w w E U o=a 'ISg u? a1 V QJF "S wLL�3 w Vl a at q LL UV]CYN...YS f1A NLG NUMYCN IW Y, uUNYL sWSI tllt 1-1. Il"Ll. U,am'V Nu-FL-1UU1 SB[b I u l