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HomeMy WebLinkAbout5617 13th StI i rE, is Ain, ox— TIM — —.1. 2014 Apr'.- . ..... el 'e".. "Re'v— R, o' 11 —1 C — A-- rof in—in- (Nl)-0100 -22318 "e- f07 ­Wny Wk.—, FEE —S 21140 rif-11 Ax. .1— Ad,1--R,/1—' C,f — 11—, S.-t—Y -.e.o A—.1 E-h— — —11-1 1- - A- '� C-..,—, in, _t. a, it unc" R, --- — - —.1 — AA 2.1. A— 1 2"' 2.11 E-- .1 — —1 a, — I Coo. A -11121 =0C A­1 ,t 1- FRU 131143 Impact Performance Certification Authorization Re--rt �eei PROBI-03 CAR & P,.d..(:D Number: 190 -,275 ss"m Date: 07120 3 Revision Dam- larl'120 13 Expiration Date: 5/23/2017 Company Code: 190 This Candicabon Authocu,atim Report (CAR� is issued by Keystone, Certifications, Inc. (KCI) after full validefi- review Of the Product qualificabon decurrients for the product named below. This report is Orly valid when signed by an officer of KCI. and indicates the Product as —factiffed by the company nomed balm has been tested and rhoev, 0. requke ants of the referenced standard and is eligible for the application of Keystone Ceriffication Program ceffific�irion labels. Ticensee stipulates in affising certification labels to products, that those oroducts am Representative of the :Pacema evaluated and docurwriled for certification authodulion Only products bearing such a cerfification label haft be considered owiffied The information in this mpon car, be verrified at —1mysillonecerts.com, Licensee Information: Product Informalliton: PGT Industries Model: FD555 PVC Impact Sdeffits 1070 Technology Dr. PO Box 1529 Olastatot' Type: SET Nokorms FL 34274 Config: Wide harms, GS-7116' Am Lami IG Max Width: 40 MaxH"ht III Corresponding structural CARs: 190-1 OG7.0 Referenced Standard: I Product Rating: ASTM E 1886-051E 1998-Ml 2 1 Miti Level 0, Wind Zorm 4. DP=+1-70. 40xI 11 Qualifying Test Information: Test Report hlo� Test Report Expiration: FTL-7402 St2Y2017 Authorized signature: Keystone Certifications, Inc. ofE ell 564 Old York Road, StAte S ren= R' Etim. Pennsylvania 17319 Phone: 717-932-8500 Nle .1111.07 1 21SS�. Oflie ---c', Far. 717-932-8501 I'll I'll, v"' "­h — ik ",J". — L.... . use A— cener— App—=.— .— I. — ..-: - 'I, -ft, we -RE— P,-- D.. 1­t Resu— owshm -- WA Emitellual .e. By A, LYRR M.11W RE 5s— lRd-- I R— h. -- 1. Impact Performance 1 -- Fluff fil Certification Re Rix,u—y PROBl-03 CAR& Product:DNUmber: 190 - 276 ssuat Date: IM12013 Revision Date: 1002013 Expiration Date: 512IM17 Company Code: 190 This Certification Authoruration Report (CAR) is issued by Keysuche Certifications, Inc, (KCI) after ka vabilarecri Review o lid when signed try o r 0: the product qualification documents for the product named belov,. This report is only ve an t5ce KCI. end indr—firs the Product as manufactured by the company named below has been tested — reets the Requirements of the referenced standard and m eligible for the application, of Keystare, Cifulffication Program certification labels. Licansee stipulates in affixing certification briefs to products. first lb— products ans Representative of the specimen eval Bled and documented for certification authorinfichn. only products bearing such a cerlification latift shag be considered mmliec. The information, fin this mport can be verified at —keystrenecamt— Liceriales, Information: Product Information: PGT Induathes, Model: FD555 Ourtswing Initiact French Door 1070 Technology Dr. PO Box 1529 OperalorType: SHD Nokomis FL 34274 Config: AD, GS-5MG* Ann L.. IG M- Width: 76 Max Height 96 C-hrespo-ding St—hrral CARa: 190-10D9.0 Referenced Standard: Product Paling: ASTM E1886-05/E119W00/12 Missile Level D. Word Zothe 4, DP--+/-70, 76x96 XX Qualifying Test Informatilon: Test Report No Test Report Etipinstio.: I FTL-7396 5/2112017 Authorized Signature: olgi.ity ,,n.d by — Hill Keystone Certifications, Inc. 564 Old York Road, Suite 5 Ettem, Pennsylvania 17319 Phone: 717-932-850,0 fxu,� 2013 i0A 16:5,151 -NW Fax: 717-932-8501 Mill W43 3 1— 1 1 1 Impact Performance Certification Autho PRO81-03 CAR & Produot:D Number: 190 - 274 asue Date* 10,712013 Revision DaW 1011012013 Expiration Date: 512312017 Company Cocle. 190 This Cerhficati.ri Authori-lion Report (CAR) is issued by Keystorv, Certifications, the, (KCA) after full validation review o Inf, product qualification documents for the product named below This report is only valid when signed by an officer o; KCI, and indicates the product as manufactured by the company named bolow has been tested and meet. the requirements of the roleenced standard and is eligible for the application of Keystone Certification Program certification labels Licanume stipulates in affixing cartificalion labels to products. that these products are representative of the specene evaluated and documented for cerfificallor, authandraflon, Only pfoducts bearing such a certification label sholl be considered ceirified. The information in this Report can be visiffied at —mystorecorts— Licensee Infidernatilipin: Product Information: PGT Ind-thries Model: F0555 PVC Inniparl Trarmom 1070 Technology Dr. PO Box 1529 Operator Type: TR Nokomis FIL 34274 C—fig; WKIe harms, GSJ/16" Arm Lanni IG Max Width: Ill Maxl-lelgW 40 Conisweriding Structural CAR.: 190-1006.0 Referenced Standard: Product Rating; I ASTM E1886-05/121996-09112 Missile Level D. Wind Zone 4. DP-1-70. I I lx4o i Qualifying Test information: Test Report No: Test Report Expiration: FTL-7402 W3aOl 7 Authorized Signature: Keystone Certifications, Inc. M — HilL Johitene W Old York Road, Suite 5 cwf= h- Etlers, Pennsylvania 17319 Phone: 717-932-MO dee. 2013 lol—,El In -W Fax: 717-932-8501 Impact Performance FRIs Eli-43 Certification Authorization Report ii--oV PR..1-01 CAR & Product ID Number: 190 - 277 Issue Date: 10/8/2013 Revision out.: 1101812013 Expiration Date: 512112017 Corriparry Code, 190 This Cenificattin Aumexboation Report (CAR]l is issued by Keystione Ceffificallems, Inc. (KCI) after full validation r"fav, o; the product quillikation documents for the product named below. This report is only valid when signed by an officer . KCI, and indicates ft product as menufarhoed by the wFrkp-y named below has been tested arid mems the requiremi,rds of me referenced standard and is eligible for it* application of Keyslore Certification Program camficalon labels. L,cereme stipulates in affixing comficatim Labels to products. Rot these products am repres-tative of the specimen evaluated and deournented for certification authorization, only products hearing such . certification label The information in thishepoit can be varffied at—keysterecens.crim, Licensele Information: Product Information: PGT Industries Model: FD555 Outirwing Impact French Door 1070 Technology Dr. PO Box 1529 Operator Type: SHD Nokomis FL 34274 C-lig: All, GS-5/1(r Ann Lanni IG MaxWidth: 76 Max Height 96 Corresponding Structufal CARs: 190 1009.0 Referenced StWK[wd: I Product Rating: ASTM E188"5/Fl 996-W12 1 Missile Level 0. Wind Zone 4s DP=-1-50, 76x% XX Qualifying Test Information: Test Report No: Te ispro, r V R zxpirabimi: FTL-7396 512112017 Authorized Signature: EXquAly Isned by Jon HOI Keystone Certifications, Inc. 1,K"11-1 564 Old York Road. Suite 5 C.01cnoni, �� - Etters, Pennsylvania 17319 __LA Phone: 717-932-8500 Fax: 717-932-Mi PAVA 61 (ill!] I" Imm"Mm "M mm�� mm�� mm�� wm�� mm�� IM �W U v -5 Us C is is ch E is E c, of 1Z 7�5 Z5 ELLU 0 wo 0 —j Z > Er 0 U) t-- Uj F-1 Z < F- 0 0 0 0 CL 0 X — X: a. E� () < Z m LLI eq LL 0 ce) j -.1 ILL. U- JOB NO. DATE IFFIC 2014 DRAWN BY MANUFACTURE SHEET NO. PGT - 1 Flat 81-43 Impact Performance Certification Authorization Report r �ul` PROBI-M CAR & Product :D Number: 190 - 278 , Date: 1018/2013 Revision Date. I Ol8120 1 3 experation Delt.: 5121/2017 Company Code: 190 This Certification AuthortimliOn Report (CAR),s-ued by Keystone Cerldiciffiom, Im, (KCI) after full validation review of 0% product qualffics an docurrients for the product named beive, This report is only Wiled when wgrad by an officer of KCI� arid indicates Z product as Manufactured by Me company named below has been tested and Meets the requirsescrus of ft referenced standard and is eligible for the application of Keystare, Camficiffian Program certification Likes. Licenses sfibunnals in affixel cestifficalion labels to products that those products she representat" of me specimen evaluated am docomemsel for cemkirtion authorization. Only products bearing such a carfificallon labal shall be comadered certified, The inlormamn , this report con be whiled at —keyStorescods— Licensee Information: Product Information: PGT Industries Model: FD555 Impact Door/Sidalfte Mullion 1070 Technology Or. PO Box 1529 Operator Type. Mull Nokohnis FL 34274 C-figi Mull Max Width: 124 Max Height 96 lConespondingStructuralCARs: IW1010.0 I Product Rating: I AAMA 450-10 1 Mi"il.Le�e[D.Wi.dZ-4,DP=-i.70.124�96Wdth=41 I Qualifying Test Informalhon: Test Report -' Pon Expiration: I FTL-1403 5/21/2017 Authorized Signature: piqla, uu_ by len .�tt Keystone Certifications, Inc. Me 564 Old York Road, Suite 5 Etters, PermsyNaniat 17319 Phone 717-932-8500 Fax: 717-932-8501 tructural Performance FIRM 81-02 6 Certification Authorization Report R=14ABV PROBI-03 CAR & Product ;D Niurolos'. 190 - ID09.0 "i Date IOIWD13 Revision Data 101812013 Expiration Date 5/21/2017 Company Code: 190 This Certification A,""nostan Report (CAR) is —ued by Keystone CefificationSL loc (KCI) after full validation hnesw of the product qualification docxurmols far the product named below Ties report is only valid When W"d by a, officer of KCI, and indicates Me product as manufactured by the company named below has been assued and meets it. netummosehis of the referencedl standard arid is eligible for the application of Keystone Certftation Voignarn C.K-tk. labels Licansee stipulates in affixeng certification Wools to proo,cle, met hosa product. am representative of the specimen evaluated and documented for certification authorimbon Only products bearing such a cerfif—tion label shah be considered certled The information in this report can be verified at —keystonecens.corn. Licumsee Information: Product Information: PGT Industries Model: FD555 OS Impent Firehich Door XX 1070 Technology Dr. PO Box 1529 OperalorType: SHD N.k— FL 34274 C..Ag: All, GS-5/16'Ahnl-ruri Max Width: 76 Max Height: 96 Referenced Standard: I Product Rating: I AAMANVDkWCSA 110111S 2JA440-08 I Claw R-PG70 1930x24138 (76x9i SHD I Qualifying Test Inforrymbon: Test Report T Report Expur= ] FTL -7404 51 21/2017 Authorized Signature: Dlrallyighei by Mill Keystone Certifications, Inc. M:—Jor"1:1—Key om 564 Old York R�oacl, Suite 5 C.tifl Ethel Periml 17319 Phone: 717-932-8500 Fax D.re: 2013.10D816:5316-W00' ; 717-932-8501 I ave. FM 81-02 Structural P,erf?rmance b i - Certification Authorization Report Rsevewe, PROBI�03 CAR & Product 10 Number. 190 - lW6,0 Issus Date: 101312013 Revision Date: 1 0/312013 Expiration Date: W312017 Company Code: 190 This Cerklicalion Aultionubon purport (CAR) is Issued by Keystone Certifications, Im. (KCI) after full validation review of The product qualification documents for the product named below, This hapart is only valld When signed by an officer of KC4, and indicates The product as manufactured try Me company named below has been issued and Meets the requirements of the referenced standard and is eligible for she application of ""ame Certification Program onfiftartion labels, Licemme slipuiates, in staining certification label. lo products, gas Viose products aw, representative of the specimen evaluated and dmumemed far certification authomation Only products bearing such a cerfilicirtion label shall be considered cartilled, The information in this report can be vembed at —kaysionslownscom. Licensee Information; Product Inforrmadart: PGT Industries Model: FD555 Impact Transom 1070 Technology Dr. PC Box 1529 Operator Type: TR Nokomis FIL 34274 Config; Wide Fromm. GS-7116" Ann Larod IG Max Width: 111 Max Height 40 Reflammucled Stanclord: Product Rating: : : AAMAWDMAtCSA 101/i.S.2/A440-W CtmR-PG702819xlOI6(lllx �.ITY�PaTR auslifying Test information: Tl,tRlpor[ No:, I FTL-7393 Test Report Expiration 5/230017 Authorized Signatuna: t.1 Keystone Certifications, Inc. o"! ' si . he . by I ­ Mill 164 Old York Road, Soil" 5 Etters. Pennsylvania 17319 Phone; 717-932-8500 -US Fax: 717-932-8501 D—.2073.10.0311:25:27-Ox'00 Structural Performance FRM 8142 Certification r Authorization Report llxvr�lsv PROBl-03 CAR & Phoducl:D Number 190 - 1010io .us Date: 101WO13 Revision Date* 10/8120, 3 Expiration Date: 612V2017 Company Code ': 1 90 The Certification Authorastion Report (CAR) is issued by Keystone Certifications, Im. (KCI) after full validation mview o the product qualification document far the product named below, This report is only vabd when signed by an officer KCI. am indicates he product - rimmulaclived by the company marri below I- been tested am Meets the oxi,inaments of me referenced standand and is eligible for The applimlion of "one Certification Program cemlicaltion labels lummem snputones, in affixing certiftabon labels to products. their flexile products M repleseellathes of the specrom evaluated and doci.eyeriled for certification auftmation. Only products bashing such a cerfifilAtiol label shelf be comaderel cartified. The Information in this report .1 be verified at — Mystonexads corn. Lictendlee Information: Product lrvfomatim: PGT Industries Model: FD45WD555 Door/Sidelit. Mullion 1070 Technology Or, PO Box 1529 Operator Type Mull N.k..i. FL 34274 Ctmfigl: Mull Max Width: 124 Max Height 96 Referenced Standard: Product Rating: I AAMA 450-10 DP +1-70, Max Size=124x96 Pamel width-41" I Qualifying Test Information: Test Report No: Test Report Expiration: FTL-7416 5/21/2017 Authorized Signature: Keystone Certifications, Inc. DN:.=J—HdL-K".- 564 Old York Road, Suite 5 cenw.ti—xe. — Ethers, Pestrai 17319 ehuV-ffidWkeysl-W—.— Phone: 717-932-8500 -Us Fax: 717-932-8601 D—N11.10.08 1714.12 �00' Structural Performance FRU El-OL Certification L—j Authorization Report PROBI-03 CAR & Product ID Number 190 - 1007.0 ISS- Date' 111`312013 Revision Data: 1 013/201 3 Expiration D.W 5/23120, 7 Company Code: 190 Tot Certification Authodubon Report lCAR) is Issued by Feyst,he Certifications, Inc. (KCI) after ksh valuation review of 1�; product Qualification documents far the product named below, Thes report is only valid when signed by an officer of KC4, and indicates the product as manufactured by The company nomad below has been tested and Meets the requirements of the referenced standard and is eligible for Its application of Keystone Cartircation Progarn Certification labels. Uothame stipulates M still certification Labels a products, that those products she lepossentalhot of the speemuen weallefled and doculavenlad fair certification authorization Only products bashing such a cartficaton label shad beconspilenadcartfied The information m this reponcanbe venfied at—keysionecents— Licadmistaf, Information: Product Informartion: PGT Industries, Modet F0555 Impact Siderte 1070 T-lormlogy Dr. PC Box 1529 OperatorType: SLT Noloorms FL 34274 Cuni Wide Frame, GS-7/16" Ann Larm IG Max Walsh: 40 M.Height: 111 Referenced Standard: Product Rating: AAMAWDUIA/CSA 101/l.S.2/A440-08 Cie. R-PG70 1016X2819 14(Yxl Qutalifying Test Information: Test Report No: Test Report Expicatiori I FTL-7393 5/23/2017 Authorized Signature: Keystone Certifications, Inc. �qit,riyug�,dbyJ-Hlfi Uft cn=Jon Hill. ­Imysi— 664 Old York Road, Suite 6 l— Etters, Pennsylvania 17319 Phone: 717-932-8500 -us Fax: 717-932-8501 D-2013.10,03 ll:M:23 -OxW REVISIONS NO DATE DESCRIPTION c V se 's _5 i t i g ;"a .5 6 se Z Ce E 0 of 'cl Z5 P F- 'Fa 4) 72 E .2 2 c, 75 LU 0 as Z > Lr- 0- IL F- < Z Z F- 0 0 0 0 0-0 X — 3: CL 0 Z c,) LU ,-: x cv) LL 0 M -.1 -j LL u- 108 NO. DATE FOC 2014 DRAWN BY MANUFACTURE SHEET NO. PGT - 2 GENERAL NOTES SERIES 555 LARGE 8 SMALL MISSILE, IMPACT-RESISTANT,VINYL, REINFORCED OUTSWING FRENCH DOOR & SIDELITERRANSOM (SLTiTR) I; MIS PRODUCT NAS BEEN OESCNEO b TESTED TO COIpLv WITH THE REOINMIAPITS OF THE FLORCA.wl.AOCWE. 2) SHUTTERS ARE NOT REOLRMO WHEN US TO IN MADJI W OURS RUNINS. 3) MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASI M OTD CONCRETE MASONRY UNITS AND CONCRETE WITH NI N. KSI PER ANCHOR TYPE. 4) MASONRY ANCHORS MAYBE USE. INTO WOW AS PER TAB E ,.THIS SHEET ALL W000 AREILS LESS TIIAIA UNIT I TNK)L ME TOM COHAO SkJ O 1X TE KLOO BLCI I%WOOD BUCKS ARE OPTIONALKRIS WSTNIEDDRECTLY TO SUBSTRATE YAWBUtlLS DEPILYEO AS I% ARE r17 TIRCM OR GREATER. 1%AND TX B TI.II IwHEN USEOt SHALL BE DESK>IEO TO PROPERLY TRAISFER LOADS TO THE STRUCTURE. WOOD OESK]i AND NSTKLATION G THE RESPONSROITv OF THE ENGINEER OR ARCHWECT REC R RECARD. 510 SILL IS TIGHT TO SUBSTRATE. GROUT IS NOT REWIRET. E USED. NOMSIRIW, NON-WTALLIC GROUT, 34W PSI MIN RDONE BY OTHEWS)IMAX IN" SHIM SPACE FOR GROLM MUST FULLY SUPPORT THE ENRRE LENGTH OF TIE SAL THAT 6 NOT TI GNTTOTNE SUBSTRATE, AND TRANSFER SHEARLOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD. TXI FELT PAPER OR MASTIC i6 REOURE BETWEEN THE GROUT ANO WOW SlRSTRATE.ORi A$ APPROVE08Y THE MITNOIBTY HAWING (txBSDICT10N. COLRYWO WttH THE FBG. E) ANCHOR ELM 0- TO BASE WTERIAL SHALL BE BEYOND WALL DRESSING OR STKCO. USE ANCHORS OF SUFFICIENT LENG!N TO ACHIEVE THE EAWOIAENT SHON ON TARE I. THK SHEET. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS 6 THE FRAME, EMERgR INSTAL.I - ANCHORS SHO­ BE SEALED. OVERALL EEKNGFLASNNG STRATEGY F'CR WATER RESISTANCE O<MSTALLA110N SMALL BE DONE BY OTHER$ AND 68EYOND THE SCOPE OF THESE INSTRLX'TKKY. 7)SHI41SAREREOVIR ATE iANCHORLODTX WHERETIEPRODUCT6NOTFLUSHTO TIE SI S. MST B USE SHAE CAPABLE OF ED TO RERRwL ADS AI OMDO. WGODBI y TH D OTHERS. MUST E SUFFICIENTLY AIK.FCRED TO RESIST LOADS NURSED dN TlEM By THE DOOR, SR3ELRE OR TRANSOM A DENEGAGA PRESSURES' A I WE DESIGN LOADS BASED ON SrRucnRK TEST RFS$URE, FRAME MNLv56 AND GLASS PER ASTMFIW IN LO B. PDS MNE A-ms AN D GLASS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE. FRAME ANAIYyS AND OL/SSPER ASTM E131M1 ' BI THE ANCHORADE METHWS SHOWN NAVE BEEN DESIGNED TO RESIST TIE -DADS CORRESPONIN4D TO THE REOLNREC DESGN PRESSURE. THE 31j STRESS INCREASE HAS NOT BEEN USED W THE DESIGN OF THIS PRODUCT. THE t 6 LOAT DIJNATCk FACTOR WAS USEO FOR THE E IA ANCHORS INTO WOOD. ANCHORS TUT COME INTO CONTACT WRH OTHER CIVILM NATERIALS 9NKL MT HgE0MM50TE Fm&ALOG WFO CORROSION RESISTANCE 91 ALL RCIO AND CELLULAR P WWUFACTURED By' S E TRUSQNS. LTD. HAS BEEN TESTED TO C.OWLY WITH THE FLORIDA BEDWG CODE FOR PLASTICS I0)SIZES MUSTSEVERIFIEDFORCOMPLIANCEWITHEGRESSREOLINF, WSPERTHERORCA BUHDINGfADE I TI REFERENCES TEST gFFORiS Rl-]393. 13A6. 1d01. T403. 14M E Td18 PnplKt Ste oPI :en --It MWIm %` •I -RI Nt 276 DOM 3631r, %'QO IT.96' X( i1-10 W1 MITI, TT, MITI, 1009 SidMlen 47, I11• N'ro 19M Troroan • , 4r pi 1006. 1007 DOOR GLAZING DETAILS I Y1r NOM GLASS STACK Y18' LAMn4ATED GLASS STACK I,T ANNEALED GLASS I Ir16'AIRSI, CE oeP DUI T • - BUTACITE PVB IIA' TEMPERED GLASS B-A-FOGYASS 14 - I 3 E XTER w 42 i11 GLASS TYPE 1 TY1e•NOM GLASS STACK ` SIr NANO GLASS STACK Ur ANNEA,E.G SS SB"AIRSPACE • ­DUPONT SLITACREPVB 1 ANNE.. GIABS Y t6'TEMFEREDGLASB • ( I 14 \ \ / wnss,;TE 3EXTERIOR � 1 3U:IO.I :42 41 I GLASS TYPE 2 OE&ON PRESSURE, MNNG MPACT RATING VARES. RATED FOR IARRE 6 SMN.L SFF SHEETSabs ) MU^51 EIMPACT RESISTANCE G-W Anow SMOl.% Min. Edp Gl6rtde I'eWMORIK mnI A WIT Ek. U lt- LA muNd CMU (ASTM C-W 1' 1-1/4• CMU. STAR C4q 2-1? 1-1/r S W0S C10 H0 SMSS.S. $MS 40 M101845.5. SMS P.T. S.Ahem Pole (SG•0.55) 1? 1-y6" AIIe*-6063-TS' &IV 0.071T(14 Ge) SWI,AT SIN' O.OW STaM StW, A863 (y 3T b/t6' O.OSY (18 E3e3 WIT ECo UR- P.T. So~ PM (SG•0.55) 1? 1-318' GPAA d CCU, NSTM C-00) 2.1? - 2.1w Carrels Im. 285 xel 1" i.3T 1/4* Elm LMrtm b CMU,(ASTM C 10) bt? /-1W IH2 S1eei EMS (G5) 91241O S.S. SMS 812,64 S S- SUS P.T. SotbllMn Piro (SEi•0.65) *IT 1.3ir • 608347 yT Mir (M G.) II"I A3V SIT 0.06C SleeIi %4 A653 Gr. 3T 3i6 0.066' JIG C 1/4' Elm Ut- P T. SOMtwn Pine (SG-0.56) 1' I-3JC Gm led CMU. (AM 040) 2.1? 1.3fe COIIDIeM (Mn. 265 xei) 11 1-31T 1 W Ek0410 S.S. CnO.Fl.. Cb nete (mIR. 3.35 b) LkVmtW pAU. ASTM 2-1? t•1N- Ur Ek I" S.S. AOW-G" P.T. Sather Pine (SG•0.55) Calaele (-. 3.27 AM) 1-i? 1JIC CMU. (ASTM COO) r 1-lfr D 1/1' EkD unaem CvlaMe (mN. 2. e5 L41) 1M' l7aWt0 S.S. CNM4FieL Cm 3.35 kC TWe W.Aplan h.. 1 1-yW1-.IGIIW T-MIT Air -t,r AP-.OBP PVB-1/6'An 2 '-WITLftr KI rXIT T- SITAR-i/T An-.09V PVS - VC An D­ 3 1.Y1G Lale.IG(IWT-WITAir-3fjVAn-.OBO'SO-y18'An SMBMeb 1 5 1.YIT L4,nI IG YIT T-1?AN-y/6'M-.�0'SG- IT, 'WIT Lari.G 1/6-T-W16'AX-y18'AA- OBO'PVS-y18'A Tnrlean e 1-YITLAm-IG(3HTT-Irt" ^A-.OET -yi6'Ap (StT/1R) SIDELITE & TRANSOM GLAZING DETAILS G,..ASS STALK � 7n6' UMINAPFO GLASS STACK 11t1 ANNEALEDGLA55 &1r AIRSPACE DUPONT SG uA'TEMPERED GIASO - Y1r PNNEAREO GLASS 14 3 EXTERIOR jL� 39'40 42 GLASS TYPE 3 3'16-NON. _ -BE I,_ ••. �.. GLASS IT- ­AN ALEDG,XSs 9nr ARBPACE DSPDUPUNT . - OUT— KE IAr iEMPEWE0 C1A55 • • VWANNEALEOGLASS \ A96 ME 3 { FXTERCR 39.40 GLASS TYPE 5 SG = WPONT SE O YOLA',XD OITERLAYER BY E I OUPONT DENEWXYRS b CO.. KRC GUIDE TO SHEETS. GENERA, NOTES .......... 1 ELEVATIONS 2 GLAZING OETMLS .. DESIGN PRESSURES.. -5 SIOEUTE/TRAA, ANCH I - W STA,LATION..... 68 E%TRVSION PROFIT ES......... 9 CORNERDE IX I... ... ID HARDWARE DETNLS................ 11 LUYt6' ROM. 5$ST... ' TIIIi'LAMIwTED GLASS STACK NIB- ANNEALED GLASS 112 MRSPACE pp'DUPONi SG • 3116 TEMPERED GLASS Y 6 ANNEALED GLASS 14' I t 3 G,OR39 ia0 :1 41 GLASS TYPE 4 YtNOM G,A55 STACK _ ]I16' WYMTED ' GLABO STACK 3r18• ANNEALED OAISS UYAIRSP- • 0A0'OUPONT • BUTACITE PAR 3'1l TEMPERED GLASS • Y1. ANNEA,ED iAAss 14 • ( ..LANs°ertE 3 i EN RKR .\ 42 41 I GLASS TYPE 6 3T-Y16' MAX. SLAB WIDTH / -IT Wx SLAB HEIGHT I_ 1 TYP. DOOR SLAB A > M Tr UA%. TIP OIxw (IRCE STILES AND WTC RAILS SHOWN ON SCELITESl EXAMPLE CONFIGURATIONS 41 �� ]6Y! 36Y! MAX T6'MAx. KI(T'P. MAX TIP ' X . , XX A : OIX (SHOWN) OR XIO DINO 40' MA%. GLASS 40" M4x. GlA55 IYADE STNSS Asi r ME) As SNOwN ON 51DEl1TE5J AILS OW STXEN NID HIDE RAILS SMOwN ON SOiEu1E5) TYPE,OLAE MAX.G iYPE5381. �,. 36'PE.-C _ 3 3N" TYPES bE TTPES Sbe, HORIZONTAL MxL- i 1 LENGTH B6JR' 10H1,'1r 40' _ TIP _r TYP . MAX. MAx. 1-MULL d.0 EO MAX. 1 HEIGHT E HEIGHT 1 MALL r'., tf 9 OR WRDTH OR WIDTH '... VERTICAL N . LENGTH ENG L - rtrt 1 1 T SINGLE O SINGLE O ONO (ADDITIONAL MULLED (VADE STILES KJD YnOE I -STILES AND NARROW LITES ALLOWED) RNLS SINOWNON SIDELITES) RMLB SRK1NN Ci�SIOELITESi (WIDESTNES-NARCAN O/O WITH DIX WITH RMiS SHOn ON siDgiiTES) HORIZONTAL HORIZONTAL MULLION MULLION (WIDE STILES AMD INARROW STILES NOTES 1) SINGLE DOORS NAY BE LEFT OR R%'HTNMUEO. WIDE RA655HOYnV ANOSHoINN 2f M'LCNS SHOWN ARE STANDARD t"FRENCH DOOR MALIGNS PER THIS NOA. ON SIDELREb RMTRANO )GIN 31 LULLED CONFIGURATIONS NOT SHOYM WY BE POSBRLE USING WT FUL4JO' TYPES. BEE SEPARATE NW. RRMl50Mj RANSOM) 41 FRENCH DOOR MILLION! IS LN IMO TO IT IN VERTICAL APPLICATIONS AND W N HORIZONTAL <PPLCATa45 E1 NARROW OR WIDE STILES AND RAILS NAY BE MXED WITHIN THE SAME SLT:TR OR MILLED ASSENE LY. 6)A0DI1IONAL. CONFIGURATIONS USING THE I•FRENCH DOOR MI- ARE POSSIBLE. BE THE ABOVE --I AS A REFERENCE FOR SIM UM TAHONS. SINGLE DOOR DOUBLE DOOR SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR _INSTALLATION INSTALLATION MULLION INSTALLATION MULLION INSTALLATION ux Lx-x1 G G MIN O{ 10 OL ETC.) (XIO, OIX XIX, OjX O( , XIOIX• OIXXIO, ETC] SEE TABLE 4, SEE MULLCN CLUSTER SEE W.Ct4 CLUSTER 4'MA%. .•- -• 4'Mp%. >. "•.. ASTRAGAL _. THIS SHEET, FOR OUANTIT, OETAILBEL.OW DETAIL BELOW 1 I CLUSTER BEE TABLE 1,If ATTACHILICDOORS.wp D4tAX TYPE SHUTI FORjS,oEuM SIDELITESTOTHE ff 1 _ MAY. ! CENTERED ... ME INST AB PER `TINSTRUCTION TERE CSETINUb '/ ! • .BETWEEN AIJCHORS / ' : OFTNE RBIVIOIJAL DOOR OR SIOELRE BETWEEN CENTERED HINGES SEE BETWEEN I HINGES SEE TABLE 5- - MULLION I NOTEI CENTERED tYOf. NOTE I MAX CErvTEREO YMM'AL AIVWON OFSNCF PAE68UIE LENGTHIN VERTCAL APPLICATIONS BETTWEEN BETWEEN 1 SE'E _ T0.0 PSF HFKES HINGES ; NOTE 1 \ ( TEMO CEI-. '-( t 90EMTE' DOOR ANCIOEN MACANCHORS - I ANCHORREWIMMENTS/ I ANCHOR REOUOENIENTS ANCHORREWRENENTS SAME AS HEAD ANCHORREOUIg -NTS SAIAEASHEAD SAME AS HEAD SAME AS HEAD% X XX (USING ASTRAGAL) - 1'MUILHON 6• ULLIW TABLE 3 DDaR ixawN PrEeslJnE •RmeP�eF TIIrf GI6F TYR 7 xx aPN: A.eal aarr AMlgn R,RNBEd A II,NbbM Odor WAIN IRA) as � n T6 W a 4 5 s d 4 MAX MAN. i'OC MN ' � r � - -4'O C. AM4 a'OG a 4'OC. MN. t T 1 i ME TABLE I t i l --- SETABLE 8, EET S SH. - INSHUT B _-SIDE-) FOR ODOIR. MANO SIDE- UTE f' UM I� TTTy.SEE ;ABLE T SHEET OA TYPE SIDE. M --lln� ; AEE • SHEET IYPC TRANSOM -TO -DOOR (X/O OR TRANSOM-TO-SIDELITE (0/0) MULLION ATTACHMENT& INSTALLATION ATTACH DOORS, SMI.TES. TRANSI TO THE MULLIONASRER THE INBTMI ON MULiION OF THE INOMDUK TRMNSON E' HORVa:TK PROIXKT �. } WLLMX1 (APPLICATIONS KW ARE NAXTABLE I DOOR DR "AANCHANcHORS {TYPE A�DI AT EACH 11ONSNf a MlAL1oN SDEUTE j WLLION EnO. DEWfN PIEewRE 1 PBf WLLCN LENGTH W HORIZONTAL -CATIONS TARS++an'MAA &v AND BIMRAR T° 32 M COMAmWG H.Mrt Pa {al�o �e�oo YN�o ego o %x.oDeLEDa o ar �ALFc E FRAKE &TmI t to A WIDTH OF T US­ Dw T DOUBLE D WHEN THS TABLE WSTRUClCNS ALL XPPR N TANCHO RS FOLA O HTS SIX ANO S BE MST BE INSTAL ED ANCHORS. SEE TINSEL SHEET E FOR A,L MPROVED ANCHORS. FOUR OF THE SIX ANCHORS NUSi BE INSTALLED THRW GII THE HINGES ONE AT EACH HINGE A-EDIUNT, TE-.e10FLATHODSMSORYI r FLATHEADULTRACOIN FOR EACH RIMETN FR1. 21 FOR A MJLLED UNR, DETERMNE'ME DESNPN PRESSLIRF Of EADR COMPOFEM W THAT COHFKKIRATON FOR EXAMPLE. pR IW'NO' COwIGW/.11BN THE OP FORT THE OWIt. TIRE MULICNAW THE SCEIrtE MUST EACH BE DETERLMED THE LOWEST W APPLIED TOT& EIOmE ASSEMBLY. WrES SINGLE DOORt WY HE LEFT ND RDH .NC. 21-LIED C SHOWN ARE STANDARD C FRENCH DOOR MULLIONS. 31E LLLEO COTERYNR NTNS NOT BE HMAv BE POSSIBLE UBWGOTHER A%)LIgN LVPES. SEE SEPARATENW. THE LOWEST COWONENi DP IS TO BE THE OVERALL ABSEA43Lv DP 4) FRENCH DOOR OE STILE IS UMTFOS "Y rN VERTICAL WITHIN THE IONS AND q' W HORIZONTAL APPLIDTIONS B) NARROW OR WIDE STILES AND RAILS MAYBE MXED WRHN THE GAME SMELItENW WSOM OR NULLED ASSEMBLY FORXIMINO­ IN— REVISIONS NO DATE DESCRIPTION O S V e I ''�•` E c C aD -a E W E L z E Y � L S C G R G e C T� O m.5 U (6 O n u� m m L L N m O m a m m w E� m ov �- 0 N N C j � O C d W O ta6 L dL� � 3U J J Z LL. LLI J OZ F�y U z L Q A0y a 0 LL r. Q C.) c ) LU Q� w M LL LL J LJL )OB NO. DATE FBC 2014 DRAWN BY MANUFACTURE SHEET NO. PGT-3 SIDELITEJTRANSOM INSTALLATION (0) 2.' 0 L MAX. IF SHORT SIDE* lIR' O.C. NMx. IF SHORT SIDE IS O.OR LESS OVER W 21Y O.0 MA%. SEE TABLE TO SHEET 6 FOR IF LONG SIDE IS 10'OR LESS � WSEE EET , TABLE LE 1, T SHEET fORANCHOR ', TYPPE ,IT GC.MAX. IFLOW SIDE 5 NER W' I 1T MA%ILONG SIDE) ISHORr SIDE IYWWE S SHpLMOANtlJ RAKE IAN 1 .i SIDELRESI 23. O.0 MAX. F SNORT SIDE IS 2112.0E Mq%- IF SHORT SIDE IS P OR LESS DYER w 2Y O C. AMX.. IS IF LONG SIDE SEE TABLE 10. SHEET 6 FOR ANCHOR IIYORLESS WMTET i - 'ABLE 1.. SHEET , FOR ANCHOR TYPE. 2b iY1O C. MAX F LONG SIDE IS OVER PY ( 1T MAX (LONG SIDE, 6•MAX - ISHORTSIDEI (NARROW sT-S AND NARROW RAKE SNORN ON SIGELITESI NpTEs, I NARROW 00. WIDE STRE$ AND MKS MAY BE MIxEO WITHIN THE SAME S4MUTERRAN30M ON NULLED ASSEMBLY, 21 SIDELREIfRAISONA-1 BE A s-E. STAND ONE UNR. 31 FOR S12ES NOT SHORN. ROUND ILP. TO THE NE%T AVAILABLE SNORT OR LONG DRAENSION. ®©p©a�o� umoo ©OE7© © ��io©o©o©olio©o©�_000©o©_o©o o©o©©oo�i� • 0 m000©o©ogoa000000©e©�©mmmum000�a TYP, AFOHOR TYPE, INSTALLATION EMBEDMENT AND EDGE OPTION 4 v4 18. DISTANCE PER RATE, INSTALAI'ON ANCHORS MA% 10 SEE TABLE 1E 1 SHEET 1, SHM1 -------------- .Rk GILT INTO META '- \ EDGE t6 - PER HINGE TOBE 1 iNBWGH SUBSTRATE. KtlN. \/ IT'(��j"� I I .111-E ANCHOR / .11I N 3TR LATHt .. ~•:: .L•I .... M THREADS DOOR LJ 6J `I METAL SUBSTRATE ` NP ANCHOR .- HSEIE LOHI 29 `MOT LDLO TYPE.EIEEDMEM 13 7,: 5 I J ANSIEDGE .STANCE PER SUBS-TE.S EE MERKB I•',tl_IpV(I' 52 T2. .1 1•FRENCHDGORN,ULLION - - TO CJ 4T .2. 28 DETAIL D 1a //��..�� REPROVED MULLONISEE j `-TT UNRERATEAPPROVAL.I. \ � J_ ALIOR STEEL STEEL ERRAND DETAIL E BSSTEEL STUD. s. SUBSTRATE PROPERTIES. INSTALLATION OPTION 3 -. DOOR FRAME -T. TABLE .THIS SHEET NS%AL 1"ANCNORs I-- BLOKSTRK INTO NAS 1 EMBED NT TYP. ANCHORTYPE. I 1r4• EMBEONENTAND MAX. EDGE DISTANCE PER SHIM 13 SUBSTMTE. iSE ' EDGE ABLE 1, SHEET DISTANCE 1 ( P. A ryHOR PE. I 29 EM -NT 3 33' 41 ANOEDGE Y .STANCE PER - ••�.••.• -- _.._...-.-. SEE TABLE I. - C._.... SHEET t. CONCRET -L, I - 3S. EXTERIOR PEP `— REN REWIREMENT %W000 DETAILF' BUC tSTRIP, - SEENOTE2. � _ SUS SHEET SOELITERRANSOLI FRMIE—H - -- INSTALLA—OTES DETAIL G 1I USE ONLY WEISIRATE-APFRGFRU,IE —UPS 'IS" ON TABLE I. SHEET I FOLLOW EMBEDMENT AND EDGE UISTANCE LIMITS ANY INSTALATNJN OPDON SHOWN NAY BE USED ON AM SIDE OF THE DOOR. SIOELITE OR IRAHSON 2) WCOD BUCKS DEPICTED ON THIS SHEET AS •, %- ME DUCKS YAOSE TOTAL THCKNESS IS LESS THAN I -. i%YYWU BUCKS ME OPTIONAL IF UNOCAL BE INSTALLED OEECTL, TO MA90NRr.I O00 BULKS DEPICTED AS -ARE 1 IR' THOU( OR GREATER INSTALLATION TO THE SUBSTRATE OF UGDv BUCAS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AGTHIOATr HAVNG wRlsox:T,oN 3" FOR ATTACHMAENT TO METAL- THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR. SIDELITF OR TgANFAM AIIF APPICMIE.HONEST pESIGN PRESSUPRE:RON DOOR SBELRE. TRANSOMORMULLIONA ESTO'HEWHOLESYSTEM 0 5 1 i•.� �1{ 35 EXTj'RIORRjIOR. CJ ML m N zLL m 4 ULWj XN o c mo 4 F 0. �,z az h r z o a z ¢O p s 2 p f 2 U Z o W K ID z d G6 I Is A YK1ER,PE PEAMfp3 ENBEDMEM -� �: iN' I sHw EDGE D STANCE TW. ANCHOR TYPE ENBEDMIENT AND EDGE DISTANCE PER - I SUBSTRATE SEE TABLE 1. SHEE L • ' ANCHIOR PER INCf TOATE WGH I - E SUBSTRX0 FI SIASI. SEE S E HE ABLE T SHEET I TABLE 1 2%WXXID BUCKSTRIP OR FIIANING, SEE NOTE 2, THIS SHEET INSTALLATION 23'. OPTION 1 INST ANION ANCHORS t8. INTO 2%I OOD. I 3 L1 J, i3 .I. - t2- S xE TENOR . \ l V J0: DETAIL A ALSO SEE BELOW .1 1 2. 9' EXTF7 — __��'"' {3 DETAIL R INSTALLATION ' s'HMY4 23' OPTION 2 EDGE .. - IS wSA_LAT,GN ANGERS DISTANCE / .RECTLY INTO MASONRY iY'P. ANCHOR TYPE•::. ENBEDMIENT AND 29 3 EDGE ..T EPER - SUBSIRATE SEE TABLE 1 THEE 1 ANCHl.i PER HINGE : ! 1\] TO BE THROUGH I ♦.. , ... SUBSTRABSTMTE. MIN. ULTRACON. SEE _ 26. 5 EXTERIOR '11 15 TARLF 1. SHEET I. -' - DETAIL A ALSO SEE ABOVE NSTALLATIONNOTES EMBEDMENT INSTALLATION IAAX. OPTION 2 SHW _ 23 - NSTALLATON ANENORS EDGE DIRECTLY IMO MASONRY pSTANGE I - t TS3 TYP. ANCHOR 1 45 TYPE. EAANGEM - ANDEDER DISTANCE PER TUBSTRAH SEE -_ ABLE 1, SHEET . 1 CONCREtEX]AU I . 1 ENTERN)R PER ANCHOR I-L REWIREMEM DETAIL C USE ONLY SUBSTRATE PPPROPRUTE ANCHIORS LISTED ON TABLE 1. SHEET I. FOLLOW EMBEDMENT ANII EDGE.ST-t UNITS ANY NSIALLATION OPTION SHORI4 MAY BE USEDON ANY S.DE OF THE DOOR, SIDELITE OR TRANSOM 2+ WOOO BUCX.S DEPICTED ON THIS SHEET AS •, X'. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1.7, 1X IIOOD I LI ARE OPTTUI- IF UNIT CAN BE BSTALLED OEEMLY 10 ALASONRY. WOOD BUCKS DEPICTED AS •2X• ME 1 -THICK OR GREATER. INSTALATON TO THE SUBSTRATE OF WOOD BUCKS TO BE. ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING ABISO CTION i; FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER s L BE OF A SIZE TO PNOWDE FULL SUPPORT TO THE FRAME OF THE DOOR. SIOELITE OR TRANSOM. 1, IF APPLICABLE. LOWEST DESIGN FRESSURE FROM DOOR. SIDELRTE, TRANSGNAOR MULLION APPLES TO THE WHOLE SYSTEM. 4 ♦, L 1 ✓ To Is E%TERtpI .. 33 CS ii DETAIL.H LAST—TION -'Es II USE ONLY SUBSTRATE APPROPRIATE ANCHORS ISTEAON 'ABLE I. SHEET I FOLLOW EMBE.MEM AND EDGE.3TAHCE LAMTS. ANY INSTALLATION OPTION SHORN MAY OF USED ON ANY SIDE OF THE DOOR. SIDEL TE OR TRANSUAL. .,WOODBL MIHCTEDONTHISSHEETAS•I%•,ME BUCRS WHOSE TOTAL THCKNFSS IS LESS THAN 1 t? 1X Y,000 BUCKS ARE OPTIONAL IF UMJT CM BE ..STALED DIECTLYTO1aSONRY WOO. BIK.KSOEPOTED AS R%•ARE 11r ICI- OR OREATEP NST LLATIONTOTHESU6STFUTE OF WOOD BUCKS TO BE ENGNNEEREO EI OTHERS OR AS APPROVED BY TIIE AUTHORITY HAVING ABIS.CTION. I FOR ATTACHLENT 10 METAL- THE STRUCIIBAL MEAEER SHALL BE OF A SIZE TO PROM FULL SUPPORT TO THE FAME OF THE DOOR. s DELRE M TRMRSG" l IF APPLICABLE. LOWEST DESIGN PRESSLRRE FROM DOOR. sIDEUTE. TRANSOM OA MULLION APP! ES TD THE WHOLE srsTEu. INSTALLATION OPTION 3 1. .-- AN—S iHRO,,GH % BUCKSTRIP INTO MASONRY, CONEREYEI PER ANCHOR REQUIRE-T x— BUCILSTTRP.SEE - NOTE 2 THIS SHEET n ♦ TYP. ANOHOR TYPE, ENSEDMIENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE I SHEET I EXTERIOR a V' J INSTALLATION OPTION 3 INSIA.LAIION ANCMIJRS THROUGH EDGE X SUCKSTR1PtMO MA50NHY. EEC£ .STANCE x WOOD _ � DISTAKE I Bucrcsmw OR FRANBO. _ ( EN%EDMENT SE£NOTE 2. H EMBEDMENT I t TAPS SHEET r I 1%5Y000 BUCKSTR'F. SEE MA%SHPA /� NOTE 2. THIS SHEET in `MA%SHM 7 ✓_-A�_J� TYP. NOHOR 1TTP. AR;NDR TYPE.E EDMENT PE. CMBEOMENi ANDEDGE ANDEDGE 29 D S ANGE PF \ D STANIGE PER SUBSTRATE, SEE „ SUBSTRATE, SEE 6 DETAIL I 1 DOOR HEIGHT LIGHT HEIGHT (DLO; U 33 : DETAIL J TABLE 1, SHEET,. TABLE I. SHEET I. 3 6 DETAIL K - I, / sIDELrcE� t '. 14 t8 , TRANSOM WNOOW FAME NSELE LIGHT HEIGHT EIGHT LOLot 41 HE IOHT EXTERIOR : II a, a DETAIL L - INSTALLATION I. ANC - OPTION 2 PE. EMBED9ENT ANDEDGE INSTALLATION NSTiILLATIGN .STANCE PER OPTION 3 -22 AN(:IfORS "FAY -, 29 SUBSTRATE SEE INSI—ON ANCHORS - / TYP ANCHOR MBEOMEM O MASONKiv 3 ABLE I. SHEET I INTO 2%W000 / 21 T: - ANIDTYP AND EDGE I. I II 1 .� I L '"I^� SI SWMOR 3. KSI NON SHRINK ♦ 2 / SISTUBSTRATE SUBSTMTE. SEE TABLE I, SHEET I- (. NONMETALO GROUT - UU, FULL LENGTH Ill' w%. SHR 2x WOOD BUGCSTFIIP C EMBEDMENT CONCRET£PER i.. EMBEDMENT OR FRAMING. SEE NOTE 2. Tq5 SHEE1 I ANCHOR REOURENENI - t EDGE OIStNOE � � EDGE.STANCE -� W m Y 1 � p uC O OY ID v a 2LL y WZ mo k o; O F �z D:z HN z O a K UU z O 2 � Q N u Z T~Ti O -> z A. LYNN WALER. PE FF- REVISIONS NO Da': P. DISCRIYTION M V R O_ 9 c :, r C � c •� E B E C G m ✓ 9 ED C Tan E_ o U l6 O D LL N N t L N � O N y C Gov B) M .- Egpx � m oov � U O DIDN C � O 'O � O L L iD U v c 0 v J ,J( } Q Z_ N > LL �O CL Q = Z Z U Z w i9 O O ao Q Z Q M W of M LL O LL LL )L)K II ) JA-U FBC 2014 DRAWN BY MANUFACTURE SHEET NO. PGT-4 d56,' OFRAME HFAD d JAMB J(�f 2 FRAME $111 I #20000, Ce➢Wb PVC #20001. Rgld PVC + 1— r 1 oww� 3.SeA- 1 r. ,oiT $ HINGE STILE J REINFORCEMENT #20013,606-T6 5Y wr 1 INACTIVE 13 ASTRAGALCOVER #20004, Rgld PVC 'ice 493Y r G � 1 3t3' t.iSP C�1 `✓ PANEL RAIL d STILE r #20002. CeIWWr PVC r tez• 1 + J<BO' — tOaT j�(7 I 2]r l_ Iw- 4,w,- J 3#t8' OTOP 8 BOTTOM RAIL O PANEL STILE O ACTIVE r� INACTIVE T� 1' FRENCH 6 REINFORCEMENT REINFORCEMENT 8 ASTRAGAL 9 ASTRAGAL DOOR MULLION #M14. 6063-T6 #20016,6063T6 M20016, 6063-T6 '0017.9M6 T6 #2W22.6063-T6 Tfb- r. trap �. r t158' + Zit• . l�� 3'1' � ~��+�—� '.. Il n 'p 3,5"�� i]Y � rtl+ OEY BEVELED OGEE FRAMESCREW ADO -ON t'M11LL10N 1 ACTIVE i4 BEAD 1$ BE �6) COVER i7 FIFUFLA& �8 CAV 19 ASTRAGAL COVER #2W05. Rigid PVC #200M. Rigid PVC #20W7, Rigid PVC #20008, Rigid PVC 20W9, Rigid PVC #20011, Rigid PVC tAsr 1 e]-�Lr 1 OSIDE— ADAPTER #20003, Rigid PVC j �- WWW 000 j II S 1 l/ wT' 1 }9D' 1 OSP SINGLE DOOR ANCHOR THRESHOLD HINGETRIM '�ASTRAGPL COVER 22 $Ill CAP 23 PLATE 2Q CAP 25 pi1P CAP Co"'12DO23. #20012. Rigid PVC #19009. Rigid PVC #19031. 6063-T6 #ZW20. 8063•T6 #2I 21. fi06.11, Rigid PVC 0 O n a w'I, UU XN o 6o a O oz ni z 8a O _ z Z N z w � V 0 z > w A vNN MxtER,PE 5B]p5 HARDWARE DETAILS & LOCATIONS ---- 52. 55 53. M ' 47d9 � 82. W - w 64 eB ]a]3 0-49 I FOtIMLY- � II SPIED Or I EOWLLY71F I • —� SPACED I j 1 a w 0C p O ww SPALEp 1��l� O r h RI 1 zLL R' a 1 t I(,'•T�,jj CC1l AMX L---_--� ° c. W02 T613 m O $ F 1 1 RFi3 -X- CONFIGURATION 'XX' CONFIGURATION 61, z n z o w a mJ O TABLE 12: ¢ !a- w .... H!NGE OETNL: j N P 3-PT ` a OO 7 w ) N d Z G 7 O @ OD Col G —_J T + a I �G7pis ]0 A vNN ULLER.Pf E a 1a,M # PGT Pan# 0aacnp#on --_ -WYrMI 1 m L#ck (� Y 6%¢4]02 P3W03PT Pli lttkl bTl --- aB T1032%iFPf% RINp Lack Scrw 1032 X t' PIN. FH 52 20027 A�ual>dle Strike PIMe Assemdy $IMMess $t#b 57 20028 CeMb SV1ka PWe Aafemby _ $taiMna Bteel Sa 7S/01X Me PIbo 517wv, (gWOXI'Phd. FH 00 S. 55 7m(1D F/U% Stnl.e PIa1e 5<new, DW N X lt2' Phil. FH 41D $.S. fi0 )SB/702 FNMBoIt(xlq et 7803T15 FBMh Ba11 Rod UO9 62 am¢M Fbuh BMl CAlidu DOO —_ _ fi0 1802%12FPIIP FNM Soh Scrtw. tL37 X t/r PNI. FH -- w IBo3Na calla Pet xq e5 FWsh B� Sldke PWe Ixg S11Mafa Stets 86 )612X1 XP fNa6 BaB SWe PMN SF4aw. (Xq: #e z 3/P Ph#. FH - a10 S.S. e) .aea Hanua##w '- 1sa ties D'naar 1ibtllp/Ll,F ro zoozs em r. SlbMesa sla<I )t 7103210FPFX , $Mp Scnfvx H032 % 1' PMI FH SSrNos Slab 7 ]S101X __ _ , Fome $crab. M10 % 1' PB9. FH $tMMaas $taN ABEw DOOR HEAD -'�3. DOOR PANEL HEAD ;1 1 a � 3 5 DOOR � 3 P JAMB � I 6) flqd °! DOOR PANEL ]o. HINGE STILE I DOOR PANEL 0 6 LOCK STILE 3 0� z LL n LL UU Xy an o �z g k 2i u °z � o o s �° INTERIOR ;�" � � < '•: N 33 W DOOR � 22' JAMB p d onruie ovErervG (uo)slzFs,.. VMfN USfNGPMTa J'.IWICE RAxS CR SiILEeI 2 [ %D[%Mi FRAME HExefil2. =DL011EIpHT X oopR FRAME W,DiH - 123 • Ixo W,piH SIDELIElTRANSOM , s/ 1%%f1DOR FRAME HefOHrl-2,. oLO HEK;H.r � JAMB W/NARROW IX%DOOR FRAk1E W1DMfI1 t1.5>0.0 W1D]H SLTRR iMME HEfGHt121 = OLO MEKMT ( l FRAME SLi11R FRAME OTH-13,-DLO W,piH WHEN UBINO PART a/wgRRpW RNLSMSTILE51 A DOOR 8 / 5LTRR FrtAME «E GHTa.a= ao HEICHr I SILL gLtRR FRAME WIDTH - 4 9: Ol0 WIDTH - A � a A SIDELITElTRANSOM mmmmm _>o.. � ♦. SILL WlWIDE FRAME - 1 BEAD SIMILAR) A ' LYPE a51i05 PF # Pt'TPM# wsnWaa-- YaYn1N _ 7 � 21101+1 Oau Fibm Sa PVC ]; lOOM PbW 9iae6 RY Cbhw PVC a' 300N SNbas A61(Ab PVC 5 mw3 61N Rawl ctarwt AYs, EOBbA 8 mDl - ' Xp15 DbM Ral fpbbc�ra _ anal �Ae Reabcanws Aiae.6p6116 Alen, 60Eale e mole _ AIX AatfaBb 1pp# Pvc 10' Mll2 1"frmfgt Lbar MNllon Alm,li0fi17A ,3 mow kvne�cprb � vvc 1/ i0fxfi ts� Z0006 1-In6'Bwel flaa0 _ t-Nt6 Bud PVC PVC ,e mppT _ Suave Cab PVC n mooBmo7e Aeam F:vf vvc 18 2000E 1'MuNmW 19, mDlt Acpr psiry "{•_� PVC m mw2 n aOob A>�Caw PVC 2Z1 Z(DIB 23- gDSt Si Scrwf dfbPW Aisn.9�i16 __ iH' 2]@0 rNa#sld Cobr Man.. fiOBTTh 25 �1 #n Cap 'PVC 28' illpi3 !N aTmrCwb _... � PVC ?8 F�Wabhablrp --_ T T\/£PUtlaO^1 Frbna,oWtle 3lW Scww #1dX11?Pw FH $takYss Stab 32]5101% Y! 1ax,FPT#Ip FrbnetpTYgw SlapSww#10%1 PM. FM Reaahfcmflba&far Ee%1 PN FN Staakua Steal 81rWS Bwe1 3d' 71mpFPA% FmmeA,'sempy Suew-atOxr PM. FH $1eirYsa un m 4FP 3B )5,01% Wws nd xevrv- Wf AafanN_� M H NN Slip Screw. MO X ' PNI fN st.bl.aaw $taMas SNeI 3 Tt42fUCt. iS KW Sine Asabn Straw #r4 %Dtl#' Phi FH SbmWs Stab 3s Dw,sm sfae.' at )YIOQG Sm BtkA. Ouo+85 •/�SI E Q I Bat paa-fi5 b GE -TRIO Sdcbe_ p f Gas Ib Mall �6HL5,40 .>3 sae IWtlabs EOM, Tads 9. SMY f2 Sb 20P33 41ac1ne Acbb 91 2m35 A<1ka 7w Acal# 9 )UB NO. L)Ai( FBC 2010 UFAWN 13Y MANUFACTURE SHEF7 NO. PGT-5 ti"II N'. f xlsnmw imPN r�rand�arrwn xx roars mmw.swrhwla vmmfxa wlArarwrw rx star xu.w waP uwu seam rH^'P'�r`ay`s a .._ .. .:AMka1sn Drrl Ft a FL6267 R9 Appicarupn Type CoOe vernm nevrsmn M14 APP11- SOaDK comrnems Approved ArcNvai PrNva wada[nver 4G6resNRrore{FinaR eAi x Campus dive Panmwm xl moss (973}aR-4421 INemRh49omaysrd.[wn A,Nwlzed Slarptixe seer tac5wlm 'Nish hon-Awrd.[an Tttdx,kr R,Pre nm anw, BUh NcSodm I-) Addreas(Dhone/Fmr mpuv dive Darsppam. wl m054 (04i1i 6]29a21 nroorlevppaYcwn QviaN Anwarca Rel>re4anrk+, Add.esy 'n Fmwi CaI[OwY SUDratepory Roo" Rodm9 Aaesswips tar are an IMegrr Part d the RooAn9 Sysem Comp -v Nettroa Evahralipn Peeort noon a FbNa Re9mered ANrReR a a Lsenun Honda D fvannF'sinnalfigrwer dm Repot - HadmpY Pernvq -ra[n9inearw Prclvcect Name inn -ix Report FQuinn Ucense -,an -the Raxrt HNmium i66 AssrPwne Ent. iX. < Q.aXy Qua4w As.ww,re CRrrtrat E.Walion Dace 01/27/2016 VandateO m bin w, g,cezevYn, vE a aalpn ChedtlKt - IIa.Mopy Xtte,ed Cad- d Indapamd- Rerwar[ed sca,aadern rwr ew suMa,a) Ya,a G155 2005 ASTM iA5 !to(a} 1995 TAS Ito 20p0 CerMretl By r Peod,xs 5[eaWus RpoFm6 CorPorarr EVA4 - 1, SrdPt: Prpdug Calgary: Raofirg coapil no, nuonnt At-ri,nesthat aremurtegrb,P , clef se System Ca,RPDa,of Sl noIdIt:Cod" Coeethnnnh Prodrnts, as pr.-by GAD,havedemonir& C.-Rance wnn the 1.de sec[rau r tin uXeme fws-it Code,ns, / Ch testing in x set fir with tin hrRowag StandarM. Conrpiarce u wlgttt to de lmnaauon Re Wuernents an6l.inau6w,s / (nrW4inrss It- set form herein. L SrANOAsos: xw 523.45.i. t3 WN Jaen Ran ',is tONN 3995 23b5.S.13.1 Nv-Prma6es Issito Np0 63..z aanarnmam, sea Gus mps 3 REwIENas: Uft gat. IRT t l Plnsna Woperpes iJ9036of l/ml- AnImSSSN WN tfwen 9u.m m/aL2•tr nnsT-'s) vmN omenRm 11Is 10107fAXIS AnlrsT issaI PnvskPl optt,m viii isw I s, 31 /16/2W5 Ai IIZT L55N - Ran aFaDa 10618 IV - An 0111558) Ndim Rain ]50.01-1tA-19 OU.M11 DN psi SNA) eaher9,neta NramD103 OWOW- PaITSrSb]R Nry:Ka Dropenier rl6Pu1p2e2g1 OW05- PNp .ono WN.Mm Ron oio2m IV02/2a0 PIII(T'-) wNdnm Ran em.o:i 0_Ol 12/31(Nm -MT581a) D6yial hRpenins fiRr-02N¢O1 m%ii(HX% PN pzr11 --) svvre 1Drope.lks wF.i36ozue o]/m/1W] PN(m sgia) orwm GaF-13aozoI azro9aw2 ciC sort) Gual71. to ovw- 11 labs RSl i) PAY,vrnepa!ies [ Ieli000 OVTWNm laMm . i PT sial RopM.in o3- td. 0119/apt c ue, mr24lti Nrrwa nPDPn.a> icon ]10-19lslo oa1n/mo2 kRaml-wh icER i5931 vwaam amn spas <rnmt ire ire (aws6zsd th,xnv ¢arts vmmnRmwt, aaso]z oz/n/zou 4. PaolmROaauntoN: 4.I fnba• FNwr6 vain - low aofile at rose vein of mesh trwtion nor - snirgk root sya The pw- res LOVincn wide ppned in ..it W ft song ras rid srpplctl win WI.4 ninKI,r 2 Sonar[ will'". 41 Cobra• Reid vein; plasc, bw.pr fie am, nuts vent r n mist, roof systems with 12-I ion wild rkge daps. The Prodct measures t3-13VI6 inch vIdI I.PPlied in 48-Rah beg sections, and h -pplkn wnn 3Inch ring shanknaik. 4.3 Cabo• Rod VeM V is a pail¢, low-adlle sm, Moe wm for use in samgk rnIf systems wm, lo-inch widen nd, ops. The prouuct measures IlYrinch wide supplied in 4atirch beg vecunrs, Intl is suppled win 3-inch ring shank raps. 4.4 Cab,. Snow Cranary ' is a Plastic, low -profile attic ridge win v Yh fitted fur, iris in sningb roof w.- ins pmand measures 13-13/1s- r wide suppaed r 484nch inns emom 4.5 Caba•SinwCnuntry AdWMN"is a Plastic. bvsnofik atticridge win wnn fine, for use m•Nntk roof sya-mN 12 1, wbth edge caps. The Product meawres L3-13/I6 I- wire suppled in 48-krdh bon -I-, and is 1upplie0 wrth 3 inch mg shank roils 4.1 cowne sew cuu." Advanced" - r N a Pisstk, low w fact attic rage win wnh fate[ for use in shingle turf syslems wnn 1Dimh,wdth muse caps. the pmduR measures vfs-'mcn w;ae suPMiea m aS-Ircn b,g sectiom, Ina s suPphed sadth 3-inch rt:g short Nth. 4.1 Cab," Riapm Raer• is a I*'.pNans ow plests, l1411, attic rift, wan for use iI shingle rod systems. the product measures It" unn wire suppled in 2oh long rogz, aid is suplrked win I%* [oiI mih. DWrbraaerrhwr oa,ir, ire waraNa afar piso6. - re,rkrrr4aNwa.am.sr suz6].a9 se.Niar 9.r/B Pre- xrs Dam ,nomiies puInW20is Dam Vaaaataf • M(.412015 Dan Psn." W Aoaoval 04/i L201s Date Approved O6/13/3015 Smmmary d - -IN. a Nod k Nwnher m llama paaolpDon 12-1 GAD Pad VaMNFion DraduGs Low promk roof Mm' veins IAppin d fur IMrAallaa Ierruolbna Appni wea for rgp m NVNL: Np ,. APPrmraa Ipr rat "I" -ataa rMVNZ: Tea - y Poba[ Nrema,m PE-591fi6 u'... narm Rea3rpty N/A Crem, irdeparnR TnN Piny: Yes Darers Maaarer N/A Mlaaapa Aaaprtt Ga 4a Oy IMenaulerR lnkd Party: yes slw sirs¢ d rbrm H m ubcso ampPvw. (LYvvOhlZG9Lzar+mow" a r}em. . PNattSuwrmd .: r3tcmlaW.str®t:. 9abNv5oNrmm mw:aa.®,er as .an m. a vw m �wt wain row emaa apace. r.«ww m rewd�>e m a waam�.ae „vnew. M Dnara w in o-rawrw mau. it yin saw ww oa+,rww, pear mruars d50.4Br.I395 mNu w;u+a Fr v� �a. � K or`ioe.. ri zorpz, xa.,a.x a.wa waa,�rwm�e�au r�� � en. rm nePan,,.r. wnn a� �+ w �.ai:.Y row aw. may ov lad as nai,wrwwrwaren wx woman arts Waw.awd.vw,pm mu err. n wNuy a pwwrw warns, Dkese prmxk linen wmr� ..0 an man aunesn wrwn rn ne mace a+aw,ok m tro:wwr. o Memune rear r flrapna 455, r5, pary ran Dsfr, Pmarl APnwrr Amps: [��ICJ❑ Is TndWO Ridge vent is a plastic. low- nofik aid ridge vein iw vie In T-1- roof systems. Tne aodId measrrraa 1 ta_inch wine supplieIm U-inch long sectpm. 5. iwii""Do e, 5.i This is a buRdng code mahranon. Memel T-yIERD no,NO-,Robert Nle, D.E. are n IN way, tiro N19mr of RecoM fa IN pmrt W lawitch this EvIWIoiwr Report, in g inus wrsiom Maent, W-1 uses fur, pernktikg w design, gui6arce uMess rHakwd ipttihcaXy fw mat pnfR'ss. 5.2 This Evaluation airport n nm fI, useinthe HVH7. 5.3 Maumurn slopes act as follow,: Mklnwm ghee -I.- Ednvn Van I.0 Cobs' Reid vein 3" 3.12 Cobra• RigW Vent 3--9' 311, CObra' snow CouMryw 3.12 Cobra• Srow country 4darcea" 112 Cobra• Snow Coumry 4tivaned" 9" 3:12 Cobra' Find, a..-"3.12 Tl.%,.• Ridge vent 1,12 5 4 Tire rN.urwm -n roof Ireghl for Colua• Olin t vein, Cobra• Rgq VeM 3. Cobra• Rod VeM T r, Cobs' Srow CoumrY'" Cob.• Snow -- Advanced Cob Snow CwMry Advert d" 9", Cobra• -as Rwnsr• aid TruSlate•Rrdge Ventsha1 be33h. 5.1 mw0alnn dwn -ft n, minimum net free Yon oar w,in-meets set Path in FK S Ions 1203.2, when more tin- lave) pi -Ind,, ewmn user a single atn space, use nose veins only .1. nigh ridge. 6. iNFTAWnON: 6.1 GAF Roof Ventilation Prradnm dull or bstaned In x aifte with GAF pubnand rmt Rim- "min-'wd w me Iimi a-1 xt forth in $idiom 5 hwein and d,e spe[Ifks noted below. FrruaM aspens OlS0tA2.0ea! fi616)b aaWbn l:rpl/mis Drr3ds REVISIONS NO DATE I DESCRIPTION ERTERM RESEARCH 6 DESIGN, LLC, cM*1my PtA mu`mtiwr a9503 353 CHRISTIAN STREET, UNIT413 OXFORD, CT 06478 PHONE (2031262-924S FAX:(2031262 9243 EVAtUATIMa REPORT GAF _-ErNtlallon Report 01506.02.064M 1 Campus Drive F162674t9 Paidlppany. NI 07054 Dale d bsuanse: 02/28/2006 Revision 9: o4/0z/m15 ROPE: This Evaluation Report is Issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,re P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The u" e products described herein have been evaluated for compliance with the Sa Edition (2014) Florida Building Code sections referenced herein, y N C C Desauarlon: GAF Roof VeisWation Products LWuNO: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agerxy noted herein. CoNrmuto CIMMLNIKg: This Evaluation Report is valid until such time as the named productlsl charges, the referenced O w a Quality Assurance documentation changes, or provisions of the Cade that relateproduct change. to the produchange. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. a the product m x c G charges or the referenced Quality Assurable documentation changes. Trinityl ERO requires a complete review of this m r E Evaluation Report relative to updated Code requirements with each Code Cycle. '� E AovtPrat6 T: The Evaluation Report number preceded by the words "Trinityl ERD Evaluated" may be displayed in Gr e advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done m its entirety. s$ Nasailotow: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer o 'a its distributors and shag be available fur inspection at the job site at the request of the Building Official. _ $ i This Evaluation Report comists of pages 1 through B. A ! s Prepared by: Robert 3.M. Nkmblan, P.E. Fbrido Re9im .No. 59366,-nif,OCA ANE2933 Gmaurpxa YrmsaNu: 1. TrinitylfRD does rid nave, nor does a inlets to xo." a will a xqulre, a f4grrzlal interest in am romps, mamvlMuring a sistribning proMclx it¢valences. 1. TrinmHROnrot P.E on operated or mnimnea byam compam nuwia[tuIN or ahlN nuinulroducts., d trtea. 3. Pobert Niemi:Nn, P.E. ages not haws rror w14 aryuve, a Rnarcnl ime,est in am company mariufaclurmg or detabvtint aoaucn lOr >- whnn lid evalualnn reµvts are bait' iawgd. 4. POhem Nkmlrwn. P.E. roes eni Nw, rpr well xquire, a frwxal interest to am goner enlM imoNed in the rpavai paess of dirt p prNrxt. U l0 5. Tnis h > DrnildRg dose.Inini lPll. Iiefha Tr -vet rnr thine f. /.a, , P.E. are, m any wan. ,u Designer d a 0 li am 0 is project on whim tits Evalentmn Deport, Or pevnus wrvons thereof, is/was r,ed for permitting w rlesgn gvdance unless r,tainM slaeciNcalh Dorthrt Wrpose. mLL 6Q) m L sF,v_ �$m d � O m M N � � D cW m N W p o nU U t W 4 U 2 I- 3 ODD 6.2 [Ora• Ioa,a t Val: 6.2.1 Chalk a coigne 1-irch off exh wi,i Of the note Ina cut a slot along the ape. d Ion roof measuring 2- (for buss dmmn-) or 3% 4nh Ifs ridge pole [Onnm[tion). ens sin shodd tanwnte 6-inches from exh eat aid t21n[Mi from nipiMerse[ n,a Ui ,, Cut onh tlw sneathing; du rotcut nu-,ng-1 6. 2.2 Vnrdl she vent along Vse ¢mire kagih d the riot¢, <arenrg urcut 6-in[A sheathing area on both eats. Shorter krsms clanbpirred by Capki,gan6 bullhgihe eats. Fgure B. J � 6.2.3 AP* a Dead of miyuretlune rrsi xatsm to the undv,ide d the entire perimeter or the vent and na1 with min, 2Y,- Z rrch gakrned roofing nth at exh caner aid 10'inch I., co, not use excessive roof cement, as a may -it in � W snrrgk Nistering. > 6.2A W" a head d we polyrove rod uI - In the shape of a •C' in th, unden- Of Ina entire perimeter inO 1. taP 0 shingles, and tit ap shingles drenly-1i,e g5mwl Na.-orl%-incnc brads lsuppiea wah lhewMW). W LU DiWre C. no ncerswe rod emem, as'n mar it sn'm¢le bh mng. a V __.. _ _... .-. 0 e r r ! 14 F- u "! U Oil i 61.5 Cobra- 17A-n VeM (M1aM nag version) an6 cobra• E.hw,l VeM (nod gun version) have a 4+rcfi a 5/8ircn no. -I Q mckress, respe ivIl,. to iaan Inn ventilation. Grit slwll De taken rot to crush o, compx'11he prod- during nstallatnn. Fgure o. 0 J - _ _.._-... _.._ _ _-.._, J LL p - o L Flrrawxvwvr wacan vaamn JOB NO. DATE FBC 2014 DRAWN BY MANUFACTURE Dmrdw arudram ousn. r1c tmdpn rmnessa azn6fe «rwkmN,rnwa.aamrma Fuzm4n SHEET NO- RPMskn9:s1/P1/2R15 hr4de GAF -1 6.3 CprA°toen Van3^.tlmle'em3^-9',SApar C,wnAv^.Sgow Carrly Aoraxao•'asn SRowt'axwrn Aoawcm'•-Y: 6.3.1 a ttll, f aM tut the ibt olwnmg as follows, enwring that the ells d the of l g uop at lean Ii-bith "I ally end drab end at kasf 12-tech from Inp all Mile l,,t ectksm or thimrwys. ffo fikge go.d:C"a]/Binch opearlgmexh side tithe rNge {Figure Aj. NSNIr i8dg! glaN: Cut a 1-5/eiMn openingon each Ode dill Mge (figure e). No Ridge Board ,5 p;rye Board 6.32 SeabM:Apph' a bead d u4icn rIWkbgIt, roof cement W tneuMersrde d the outs kefM abng bah edges allot exposed ells, e—,,Ag the outside edges where the vent streets the shingles are seated-1, IhecaWk. fiI,NM emem- 633 Ville rrerrl: SUMNatp ,ul0 the sbt pkce, m ,Mwnbrm the Cobra•r%ideent over due dim wd[h the vent fkmry Ap—the roof -fie- ­imtite ­ I— past the be a east 6-loth. 6.3,4 FMtmeM: faCobra'Rgid VeM 3'".Coba•Rigid Vem 3'•-9", Caaa°Srow Cnumry Advanmd'•aM Cobra'Smw pNw Country Advanced^-9'only, use the 3'ring shank roils {iegWdedg. Fa Cobra°Snow Country usenailsatkartlX- eth a tiW, Nails mustnv aays pane CMough desks «at leas[ ai iMh into wood planks. NQTF: Gal «emends 3' mh rin8stuia nods f«i-,eased upldt 'tame, 6 3.5 Spacing: AOxh hweem fectbn though the pe mottled nailkig h looted It 3 11, 24, 36 a W 45-1, from the tart aexh 48 well vent Piece 63.5 blrhs: Apply the wbsemem Cobra• rigid vent settims aver the length of Nw ridge usingtne oveMp/undxkp tabs. 63.1 Ridge SMngee Install ridge sh gk wth stif le marrrdatzurer's puaisned inibiktbn in lA,t— usingnabsdetailed n6.34. A,IA I ells hncribed on top oft"" Cob.• 10d vans to serve. a guide. Emtn Rna.msr parin. uc s.g4aeywerswue.aMm EveN+f air uPnrt auw.e6n Fwfae9 sr.wrswi Pyleasdf 7. Bumt, N pm. REQIIIRE.ERiS: As 1-111d by the Budding s32hc'wl or Aut""rhy tt—I, Wrisdlttbn a order tp «opMy evaluate the installation d tha prudutt. A. MANUFACTURraR P.— COMatt the ruwn fa 11r or the nanwd QA I" r« id« n m plants coverts wider Ruk 61GN-3 (1A requkemems. 9. QWlaty AtHMA1KF EMm: Ut. U.C.--QUA9615, (M) 664-3281 - ENO Of EVALUATION REfrORT- ErdaMr Roe W r ant pYP. rtC. sn ryA-we y AwMvanaa afNa Eerwe4n Report mso6auwn Flbtfl-R9 ReNdan9:MAlT/ipu PogeB off ;� P 6.4 0.04Ip6t Rumn• 6.4.1 —ibt per 63. 1. 6.4,2 Tew a 1 foot datum to tie rssed as a template far krel, the der, o" (figure EL) AM teller the Tempi b(ator over the fel, — shingles at the beglmfng d tM eem W. Nae the KKatbn M the tui (Mgure N). wee wre to tlo Mb atbiti, of the ineaNntbn. ♦! ''� . 3'a. 6A "%fir .Si i Me,e(F the distam¢tram theedgedtM ro Ws 1M1-1, bgk (U�. Estaaishathek llti Ib one sided the ufte If�prre I). I. the vent all use the is— 1 3/4 mtui k — (11 m 1).K rwib e1.d etxn the f t side of the nt vrBh I. ee[erlor a the bafge al' rwd who Me rhalY Nrre F" , Proceed wan us the 1 ridge ve t M (8 re 1g mg 1 intend Easytex'• system to custom site Uw vem to the ap«opiate length, if the EasYTear^system tan rot be WigzM, use a Wiley knde W site the etuet. Nail evn taryet ¢m""sled on the part as a guide for Wmp attKhin8 eem m N,e rod Tiw veut shoo.Ili, I erwd m 6-m h mrs (Fiepl ). / f I r (i Iii When fens tlw dent all rap st`ir ifs be sure that ilw 1m6ted 1 3/4 amh tal rwb comp—tv g enet.k plywood «proved¢ at east 3/4- 1, peAeu n into lewd panks. In the ode they W not, ym rmwt ode alternate naib the provide the required perwwat' N, P ; be i, t anadiirp the t Ie fde , tiw tut, Iwymi tt to lea down file aW sNe, do NOt begin at tlw ell: begin between the f'rs[ and second ar�eloot sections all then room m ksmn the rim raw-rpa s«+brs. This win aunty f« aocer ra. Emsw warm wr pei44 tu. ta.gkvr• a/AwawiwlsnlMm ewrwrkn rpwtmsofsus, it626] R9 gwihlmr- Poa/p:/mil g <'�., 6.I.s Install rqe Mui .s in a4ordance with mingle nu11~urell f ubg -.11iatlon insuisRbM, uvsrg the rwil-r m tW,f the ridge vem For proper lapping. 6.5 11M"n• gu4[ IRgry 6.5A WNOT usem hips. 6.5.1 Imall T.Skte• Ridge VeM before rmklnng the fkld slates. 653 ANM de ,, iwig Niel tn.l englh of Tm te• Ridge Vent required (fIe pep ee eiNtkm). determine the tixessary sM opening, .ahoff aM cut M sbt opening N the ells .11. opening eop az km 6 h fmm arty ell waasaM It kart l2 let hom hip Midge rme - or tHmrwys. 6.5.3.1 gods left""" a iegge board C ]/8aeh opMdrp lose the ritlpp m earls side ffrgtee A). 6.5.3.! Rods _ha r to bard' C" a i 5/8 erctr open'ae abry the rkge m each lid! iFig"e 8). No Rage Board 6.54 InNall an lg-ieh w r¢ 1 a AST. MM self -adhering leak tlI—{MHlirk9fbtida St efI Product A_MtO or AWl, W m a Laal easbl from Me edge of the ridge sbt e4eMirig ibwn towards the roof desk m both skk d the slat. 6 S.5 Mace Now Tw W- Ridge Vem ouer the ridge sbt, 'peaked- aW demand over the ,dr sbt, all attach using m 3 ieh fmg rkig shank dolls through the Ixe molded nail Mks on the vern, tooted 34rsch from the ells aM 9-inch os, Fanellen shah penetrate through Plywood skesb W embed mimm,m % Nsch iron wont pknk dxks. 6.5 6 Con over the ed e d the ridge, Wda6y the male/(amok coMsxtors W connect oohs. Ensure the Nn sMd ends rMWd¢ t"" pre rooked end caps Cover aN exposed nod heads on rM rem who sgcorce raWk. ImaM1 a bead of eaten« grade We— se Ill. at Me downibpe leading edges a the ridge vem, at the I— of tM katling eqe and the leek Mrrler i 1i el fi S T Install the top [purse of Tw lt- field skies Untler8la:k'• W & Mo' .,,.r ir,d T ,Slate• Ili. l, t«daee with GAF published inskllabon imt trans I"el T Set ciao ull th 1Oleh eaMp 1 using 1111MIM 1 5/94Mh long deck screws M mgh jet,4 IN V Iwles, fM ghtM ridpeett to eWp the wood 1 Eakrix Rehm rid tiesp4 uf. banarv/AoraarmeseNm deck (wluwbn Raonrt oisaf msls#9 Ftf1iT49 feMkn9 f4/f3/ID13 nf!]a• REVISIONS NO DATE DESCRIPTION _€ - -g A r pp a r0 A 9 21 q a EE U . :2 Asa role rn e m � O N j K C xo 9i] W N� m `m sQU « U J � Z O w > a W Q LL U Q 0 0 � O 17 Q N NQ (D N^ lL O J LL )OB NO. DATE FBC 2014 DRAWN BY MANUFACTURE SHEET NO. GAF - 2 LngD` SFE1RtNl1 ft� 0)N M IRT 1)4a ASTM D3164 m156. 03461 lOCA nA 03/3V3011 M. IrsT1]4a MD3161no o3a6x tax2/mlt ie(,s "t n5iM D3161D)15e. o3%x 11G41919 t1Pol(mlt M (r5i Sl4o1 a51,A D3161 D]Isa D3462 11CA4M06 11/o8/m,l UL fTStI T ATTM 0316t. w158. D3%2 IICMa]25 12/Da,'mll LLC.I1ST91SN ASTM D3a63 1Z[A3fBet Ia1UM12 LLC. nSr 362N ASTM D3161. w15e"" 1AA59351 0 Irlo11 UL UC. nllss,a) As1M D116\ 11U380M 01/16R0Is ULUc. IT-) AStM 03161 13U3213x 06/19/]0,3 uc. (I:, 962N ASTM mt61 13cAin3. IN,vz/mt? UL tw-(QUA-) Owain-A. ta,Pewon Rgwrt R3L Mpolr. At WWA)A uL ue 14UA%251 -.1 cswud smpecson aywn. R]A, Myento"m, PA (sz/ow201s uL ucC.IWA%x51 gvJey CPMm1 tnspAtipe Repave ui.iMMbma,M 01Im/2015 \-:QUA%251 gu4Mfwml arrge�M„Report, a",-4. Cry. IN a/]9/To15 to ltt_IQUA 961SI DwMY Cannrd in,pectAw gepwt R2t. shahe1" Om/Als Ut(IL.IQIA_j OutMv<mbd sPet'Uan Report R3l, sot mnah,W UV23/1015 VLUC.10UA96ss1 ouNYfwArd Fnyntkn Rrppn. R3l. Mwnrnpok. MN 01/1-is UA,t1e. I0UA%351 qua y-nd my-rnm�Repw,, RZ,. kh. vemw,N (TV1aTo11 UL UC.IDW %z51 (MNnV cwnra hAwsn,m Pepwt. R2L Bttmwe, Mp a111/m15 Ul uC.Ig1A 56zs1 own, CAmro1 InsPenkrl Report R31, Txnpe n A, /lay uc"Al", Q..''m��a hnPwikn Repgn, R:l oa 1rx a/n/m15 UL I1e.(QDA 9625) Dually cunlml n,pxtwul Report a". loon, rx evoo o1T Ul.. uc.IEIIA%ssl DuaAn-A , Nsp _Report R2'f AAu 03/02/Als 4. P-.-D.Xw : d.l Mdah Sn'ndes; 0.1.1 MMWis°Weather Max", RoyalS ,,,nand SentineN are a Fiberglass reinlorced 3-lUA,,V1eh roof Owglvs. 0.1.E Camelot', Camelot• 11, !gantry Manskn• 11, Grand Unyon•, Grand SCM,01a•, Grand Seq,nia• IR, Mumco•, Sienna•, Timberlrre A-, Ha TvAtedirw• AnovshktV"' 11, TnnEe,hn,' NA-1 Shadgw•, Timbuto, NO", Iin,ber Apr rod Serks, TATI di Ultra ND• and Woouf, H are ffb"Isss reinfaned, ism ow,ed uphau roof shingles. 4.1.3 SW Bleat• H a IN,erglasi lears-Al S-Toro asplan rod s w p.. 4.1 Nig&rtdu ShvMks. e.2A Seel AAitlge• Ridy Up SMng4-s, Sea,-AAW e- IR Impact Res5 Rage Up Wreho and LimbMex• Premium Ridge Up Shkgks are 6begoi ok4U,eLhip end.iUy a,pIMR root singles 4.3 . 0.3.1 I --ton• SMrter Strip Shingles and WealherBlgcker"' Premium Lave/Wke Starter Strip are sine, stem so, A Ivift roof shirigks. S. IAMATpNf 53 TMs n A -re code evahaton. Neither Twisty l can rot, Rotten ..no -A, P L are, M .1 way, 1. -1- of Rwpd for are project on whkh d,a Evaluator Report, or pre- versom thueo(, oywas uud for p•rmltins - design P"hin"e unless reM1red specihcaRy for that Wrpou. 5.2 "nFvalWtion Report 11 nt 11 use in the NVNL 5.3 Fite ch"& non is Tot Port of In. Evaluator Report; refer to wine., A--d Uoh' Ma o.1, Oneclary for ore ratings of thin podu,t. sot windCMssFcatron: SA 1 The Wr a eUift ahirgles anted 1n Section 4.111 cb ui ed in oco vdane, with FBC Tables 1507.23.1 and R9o5.2.6-1 to AST. D3161, Class F aria. ASTM D1158, Class H, iMhating the snAgks are acceptable for us In ore wind tones up to „ '=150 mph (V,r � I% mpA1. Refer w Section b1p imesikton requirements to motet tNs wind rating. 5.4.2 The GAF hip Is r.dy shingles noted in Sect'1on 4.2 are C.-tied o -dance with FBC Tabk, 1507.2.7.1 and X905.2.6.1 to ASTM D3161, a- F, ind,o %the shkgks ue acceptable for n in all wind -ones up to V„ = 150 mph (v.a • 1% mph). RNer to Sedan fi ter instMktnn requkementsto melt this .'Ad rating. EXTERIOR RESEARCH & DESIGN, U.C. CertQr[ala ofAwANrx _e9503 - II 353 CHNSTAN STREET, UNR t33 PHONE: (113) 2629245 FAX: (A3) 262-9243 EVALUATION REPORT GAF Evaluation Report 01506ALO"17 I Campus Drive FLIG124-M Parsippany, NJ 07054 Date of Ussionce: 01/0312009 R."iss 1T-. 03/3VM35 SCOPE: This Evaluation Report Is issued under Rule 61G20-3 and the applicable rules and regulations goveming the use of onstmction materials in the State of Florida. The documentation submitted has been revlewed by Robert Niernmen, P.E. for use of the product under the Florida Ouilding Code and Florida Building Code, Re sdentud Volume. The products described herein have been evaluated for compliance with the 5'h Edition (2014) Florida Building Code sections noted herein. Descent- GAF Asphak Roof Shingles Ltunumq: Labeling shall be in accordance with the requirements the Accredited Quagty, Assurance Agency noted CoNtNup CowA UANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product charge. Acceptance of this Evaluation Report by the named client constitutes, agreement to notify Robert Nieminen, P.E. if the product charges w the referenced Quality Assurance documentation charges. Triniryl ERO requires a complete review of this Evaluation Report relative to updated Code requirements with each Cade Cycle. AwERrgEMENr: The Evaluation Report number preceded by the w(Nds "Trinity)ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPERpN: Upon request, a copy of this emire Evaluation Report shag be provided to the user by the manufacturer or As distributors and shag be available for inspection at the job site at the request of the SmIding Official. This Evaluation Report consists of pages 1 through S. Prepared by,. ' F8. - T•.,s`^ Robert 1.M. Nlemmen, P.E. condo RNisnaran No. 591661 Florida 0`5AANE1983 """ Tow. Co,ncA,xwoYMeLkOfaCi: rv,vm hro".Aaa..m.,,w.amw w..d.km 1. Trkhyl"T' dries riff have, - apes it intent ro -pave err wW tt acgvne, a financed) -ren in any company manufxwring or aistnhun"' peoNats h evaluates. 1. T.'A ERD o,nt owm:d, olxvat a er or will tl byarry company iter-, air, o anributing wed-n p rdnothu 3. Rotert' ewlen, P.E. Roes red nave nor will acquire, a flrancMl imemi in am company manufacturing or MsboMkg products for wnvA the -yawatlon relXpt3 are being H,M,a. 0. Robert Nkmkan, P.E. does �w[ Dare, Tor wW acWire, a fmaAbl imerest in arty olhw entity imdved In the appmvN process of the prod a[. 5. iM1is iz a balding code evaMation. Nertinr TrIN1VIERD nOr Robert Nkminen, PE. are, In arty way. Uw Desgrkr of ReCoetl for aery poled ty, whkhn o EvakNtion Report, a p,evnus versions thereol, Wwas uud for wmlllo�g or design guidon- uNess retained spxifeaW for that plrpo,e. 64.2 1.,aNatioo of H,nbertea Premium Ridge Up Shingles shah comply wan the m Ufattumis ' w rent publshed with a minimum two (2) nosh, miamum 3/841h head nameter, per sNrgk aM heads ofrSonneborn NPi GunGrade Polyurethane S,o0am or N-Me1 PL Raring and Fidling, Sealant. ( 64.3 Fan,mn -hall tie in accordance with the mod--'s published requirements, but tat less torn F. 1507.2,6 or R9(T5.2.5. Staples are not wrov"ed. 7. LaNeNO: 7.1 UM1ehng slaty be At a aordarlre wRh ti-egaremems the Accredited QuAty Assurance Ayres Anted herein. 7.2 Mphall shi,gk wrappers shah indicate -Awtiance with one of tM r,uved W.dkations d-dod in FBC Tank 150),2.7.1 / g905.2.6.1, a. st toNB pEaam RlglMgagHrs: As required by tine BuM., tafi sal or Authored Hawg luredktkn in order to poperly evaluau -,".A of,. product. 9. NI -YANG PI.gM (ar 1 Ire named a entity for kfomatno on wftich pknn prod-.- poducn covered in Florida We 62 3 CA requirements. 10. Q-AsslwAN¢E-. UL LLC-OUA%25: (84)166--328x END Of EV-110r1 BEPDRT- FAMaw hrewU en0 p,ian, \lC fvYualipn aerort NSa4a].pEn] F.M.larnuMrrA and 4,pin, MD EwNvm a'-ecie"o-, -A-0-wises R14124a/5 fartlpMrrafAMAwgarbnaD3oT _s gaviYon l): sufWain Re.Hbn-fa mu hp3Ws '_- REVISIONS NO DATE IDESCRIFTION RpOparg StsTUAS EVAUMTaMp L ScarE: haduc[Gee, Rnohrg &O-Cate{aY Mphaq%totis, C.'s- MNemne: GAF mphah Rnrd Llinglez, as produced by GAL, have AerAAAA. vA compaAe Wth CM folkwlrg seniors of U1e. Florida Isuikmg Code and Fiords Bonding Cade, amidem l Voome M.ough unMg in anw4ance with Me Wllu" Sb,Mwd]. ComplNAe is wgen to llw l,ntagatfon Requirements oral Limaatiom / UMninnx d llu set bnh herein. L STAnMADt: 1201eE Get 119,11,101 Tort, t50I.2.5. A9o5iA PRr-tihapwrio AsTMD3%1 a1P1 150].3.].1. RSp5.1.41 Wmd Resinanre -."I 1009 ISw.2].1, g9p5.26.1 Wkd ResisGnre -D Is. 2008 15o21.] 1. RaoT 1.A,1 W W Rninwnr iqs lw 19D5 Q 3. Renate mlElt us"Is .0 k$rSPN bass C .1 IPDM 1915) lNla pl EmuH.knrY Sed4A t.. Rnpan Rewtam Ia 01AI"ou - PMIRT58]N ASTM DA62 GAF,059o1-01 09/ wool PallrSt Sg]el ASTM 0suO GAFLNDad1I Os/TW- 41 pN ITSRIN prima apron pain .1-inOVSVm13 DD M ITST ]lint ATTM DA63 93,m61% IVm/1593 ■y C MI15t 12401 ASTM0 1 99MI43836 (Auasso Ul psT 1 oswsasx71 rAS Ind 90NN9tii2 m/29/moo q w Tor vocal sTM o1.62 o:rou2ro1 i r,' C e UI IT III �sTM D3lfil.i ttw olws3M OS/ll/2m1 rrr Y;s M IT ]]ml ATTM D3l61 aNa?)Lz3 a/la/1oo1 a e O^ ulitsr llml As- 1V1 ]ss2 a/Tool M ITT, I]aDl ATTM D3161,'Asm, 0-t19No o4/ID/2o02 •• MIT 17W Asnum fi TAstor, ozM3oaIE o9/oafioo2 S u 9 E F M HST 174o, 1M D3161 o3CA5%> o3/1,/ATI ut(rn 1,4o) 03%2 03Nax6E44 1a17/20m ot ut(1r1 1 As_ UM6z - o4ro]/mot ! MRSi 174a ASiM 03161 M13850 I1w1372oor G .� MIT5T 11.1 ASnA D3161 DwiNr3o544 m/talons � q MirsT,,.N ATTMD3%2 wNazzm? os/ wm� M p5T= ATTM1 I wm220D9 OS/09/1� u Us' l]4a ATTM D3443 us -1 a/la11106 Q N M f,5r 1>x0) ASTM p3161 05NA219N 02111/Too. UtIRT 1)401 AS1M D3161, D3462 O6CAlm)1 �/2004 ULInT1MD1 ASTMD3Ibl. D3462 0sCA18D)4 06/14/ MRST 1"o) AT un..ma62 _n I.A.- UAM-740, A11M 2 06CA;1603 Woll- UlIT5T1]401 ASTM03161,d316z 06CMIm5 IViI/]0% M (m 1]4o1 AST403161 irlwaa228 W./too'Ul11TT l)R01 ASTM ml61 WG316I1 04/Ot/AO] Miss, l]4ol AS, -1t, ii6cwr: u4W-' vl(T5T-1 .1 D3tti,, 034fi2 O1CA33)02 nifiv 1] UL IT t)do) MY-Iti1,p 2 O3462 eocMs- 43/1r/- Ut (TST 1140) ASIMDIl61, 0346E o7CAnnvp OW2 Too Ut ITST I]aol D3Iti1. OM62 arAo o3/Iw1m, M IT 1]401 bN62 o9Gp6956 a5A 5/tow UA"'T 17d01 ASIMD3161,.111a,ON6E o9U 7.1 w/Ul/tar M IT 1740I AT1M D3t61, w1Ta,0M62 03CA2R81 oa/I7/1009 T M ITTT-) ASTNo3t4I, Dnsao3t62 I0cussM ol-M E UE nSi I)4p1 ASTM U3161, 0]ISq D3462 IOCAll6a6 -11inns E W (1STTTNI ASTM o3461 IMApnM OSR7/into s TT_ AfTM Ds',u wA11853 tam/m10 OO Ut IT I_, ATIMD316t,wt5a.03a62 -..I Cato/m10 "" O M IT 1740) ASTM D316L D]Isa 0346E Ipmrlm]0 IIPoE/Am M IT 11" MIMOT161,DTIsam-1 oermlm o1/»/mw d to m ExMrkr gearMr3,wM owyr, ttG EMwwkw rDwnelTOketalHLL1 .� F V QNfmtr4Aiml•M/mNm 115p3 i110114a1S �1 0 m easMMn l): el/ll/ml6 q P,yxas `- O N M N 908 O «Vy W O N In In pd ... N O nU v t T U � v �3m 5.4.3 ClasstRauon by ASTM D)158 applies to exposure raCegory B a C and a blNding height d 60 lend o• less. UkulMions by qualdied design professknal are required for moddiurn outside thou Nmnations. Conlon the shingle msnufacruner fo, d-a WI& Lo each shingle. 55 AN prod -its o the roof a,umay uvol haze quoted as .- and t to aawda- wnh the Ito- Building Code and J F.A.C. auk fi1Gm-3. 6. INTIU-Tnotl: J 6.l Undedaymenb O Q 6.I.] M,derbyment "I he arneptabk Co Wf and shah hold wrrent flprida Natewde Product Appeal, p he I-^ n d Approved per Ruk 61620-3, per Fec secupu 1507.23, 1507L4 or g905.2.3. LL 6.2 stnt«saw les: ^ LL Q 6.2.1 mtaNalion of pep -kart SWno, Strp shioj. and WeuherBbcker Pron4Um lave/Rake SAA-1 Strrp snail I -Ph wAh the < LL U) rot-f--r's o-ot puN heoionustb C. Q lL 6.3 Aspluh Shkgks: r Ur 6.3.1 InsMNation of asp tft ,hingkr shall comply wrth the-ofaawers current published imtwniom, uw% minimum four V V 141 nails pet ihio k in -c.... with FBC Sectoo, 10).2 or RS05.2, with the folowdnge ,XA ns: D � Z r Uneot "ou"'I 11, GFand Unyon, Grant Sequda. Grand Sequaa A, and Woodland require morn.. live (5) Q naNi per sMngk. O U? U) -• 5lattllne requires mkkwm ux (61 nails per wlrgk. X 5.3.2 Fasterwrs snail be At azw,danre with ,roof -Mrs publisned reoWlements, but not less than FBC 1507,2.6 ar f� CV fe p_2.5. Staples arc not peliAmId. 0- 1.3.3 W Here CM1r rod skgr exceeds 21 units verlkal 0 12 unitT nonxomal, specMi melhotls of fastening are requited. CUrAAd < the shingle mandMure, to, details. 0 6.4 Hip& Nklge Shinto: 6.4.1 Insaltv"'A of Seal -A fudge tidy Up Shingles and seal -A ,op IR Impact -Row Ridge Up shin8les shall w 'h whh LL the manufactw % Cunent published wenunons wind a minimum two 121-1r, --cat 3/9 itch head dameter, per O shingle and oo o-I0.15-itch diameter beans of -el Rsrctne PI sm Roof & fkshlrlg Seaiant'. _J LL 1 I -- _ )OB NO. DATE FBC 2014 DRAWN BY MANUFACTURE a.MwdrwM oeayn,ue I.wn+w, anMtoxse4m.o4u] SHEET NO. CwaltPM pf Arrgwamtbn /DID- NmiLa1T geWbn x]:03J31/IDIS Ny4d6 GAF - 1 YIS wore tp In um Aepurerbn awn 9rtrna Andirge —a rxls Fboi+zrwrra Fec wart BCIs ate Hell tn.b Yn , r f ,. ,3! ..a � �rw=•a il.e Appsrarb.0— Fit3192-Ra ADp1lrAharl Type tt-- Coo Version ApoaY— Stabs 203A Apmwea rnmmne rarwaM hWuan MmaAncturer larr,es Harare BrrMarp lipau.fs, Inc Amresarwwae/E+rw+ zs3oo to Alves stt. zso NKtimr G 92a91 (909)-292) 3a9 9. plrgslrnq_Elw®Jameshartie.mm artnmpea srpreepre 2]W gn9snerg neMrmq.aHv�l+aneshaFSe.mm TxAnIW Repreaer,Glh'e NnpLerg ZMr Atldres/MonUEmap oaol Ekn are. fptaw, G 923]7 (909)3a9-2922 piyshery. zlwaoiamesamrAe. com QpMM Aswrarce Rempxntanve Rrgsherg Zhu •eu.av/Pnone/Emax to9o1 Eun eve. foMarra, U 9 9- (909)3a2927 plryshen9.arvpwmeanarNe.mm Caegory Panty wane Suprahgory sdin Gfmpkance Nempa Evaluation R<prxk hem a Fbntla Regiattretl ArWtat ur a LleprreM GbrMa Evakbtbn ReppFl - Ha+dcopY Reoeivad Florida Erglrbm or AIh Ct Name wM rbvebp M the P d 1. Op— Q. .1 Assurance Entlry 4RMe4 Tesdg Servkes N0.1rc.. - FTL/Warnak Henry QVNRY Assumrce Cmlrxt Eapretipn Da4 ol/Oln— Va1Ma,ed M ]phn SoutAarE, PE. VaNda[bn OwdreY - HANcopy RtttivN ReferencM SbMartl sM Year (d stanaara) g� yyp ASTM CIlB6 a. ASTM E]30 2002 ERw.aleHFx a Praeuct starMaas eenmea �' eaua LAeasee Praexipna rn9ber or acnaea _ .. Saatro:s fmm Nre Cab Oraduct Apmpval alerhop Mearpd !Option D Date Su —d o6/ITnOta OMe VNbatM oe/26n015 Dab —,i FBC Approval 09/07/20t5 Dore Approved l0/I6/2015 Summary M Prpdaeb R S ffadN. Nrnr,ly N Mwwa 13192.1 emPbnk tap SWa tte---PNarr Nberun:ene IaD along lArdb a loss APP 1 fore a aaW Ifafll: a,wbflabpa TFwtnm 2mpacf Sea . N/A SaatSn rr..e.r« WA qNw: for me M MVNS install rn attmdance with N IS 0122.. vt"f-BY —o 1. 09 2 131 Crl•3 ea M labile Meat TAfN PwIY 1". Created by lntleperMent tMrtl party. Yes Florida Product Approval Cemplank® Lap Siding a For use inside HVHZ: c Cemplank tap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.D4. Consult the Cemplank product installation instructions on the follow pages for all other installation requirements. a For use outside of HVHZ, Cemplank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2553-15 or RIO-2557-15. Consult the Cemplank product installation instructions on the follow pages for all other installation requirements. CEDAR BEADED CEDAR BEADED SMOOTH L6vemd „1c '1 IaAM d 1 t sa 0 res r - j sCa 4 rCg ,. , .. afar'7m,ro } a. 0ao d a I du ula P - 1 r :. tPt kos =1 It rf o--wa m Ae 1-11, 11 Tn -1 r 1, r r1 >� s.s 1i ra rw I oeww S,�e w,y ah - s�r,1a Flgrwel ."s•4 .cc .,,.r ,• e.nx,. icnl, REVISIONS NO DATP. DESCRIPTION rompp k:c'i 1 - v2en Cer-ho Baas es rvsn a ^a ed fr- ,bJ1a. adza,E Fqure] h aa,c "' li Flyur P . 3 2b M Ep th_ •...T., iigrnea .` Mr( '" Fgure6 ,1.t N,-: S 3 3 F ��.3 a dm x snc a � Cc AbofR IV,.T.e f a0 e o a Fgm 9 Kicked Flasfiug 2+ar at k rC Ertl r+,fie ,a! hlers'ecli0 ..A a ti J(N 015E er x .1Y L C !h. 1r ..^.e rOGr �, " y sb+nd 0 w nOd Blind Nailing is the preferred method of installation for all F va,ae:awu ayaweawr.•ewke ro+wname„p,: w,e a.m ane< •- E �°+ CWVIMk' lap siding products rhea w,pannn,m arm w.rdNHNy E °' -a BLIND NAILING FACE NAIDNG 0 V c S E MIS Wood F -n9 NO, Wood It v •Srd d m;C,9.;ha kv,.. 22 HOz2'h,,p -C i-1<3 _ ank 26 HI), 2.1any' L • I 19.•o0!q na110121 lha,lkz9.',%1 rl(1 1.5'F-n •S ,' 59 VaVk Y 0. 221HC,. 1"3 Screw Steel Framing Screws Steel Flam.0 C s R tb ]V I" Grharrt Nc -tlY 11Xlory •hhro;ag -,.eatl eGti e k6 3' .1, 3 If ears ,. -IM h�mrq. ' 2•+ HD) Sr rrn ors. pE ecls 3 t—'dl -,v C Nails Steel F Mi g MIS steel F am N •ET SF P.,..e F1'• •E r KF; Oro ,:shank _-Hr?x1-I Zlln, (0 wok , 0t 5.3 t0 7 o N must -^aa:a ^x rt'a,n _. n , n N OSB minimum 7116` OSB minimum 7116' • c i ?.6f± 4 k 0.221"HD 12' In-rql• •1lga Soo:o,y nal,tl 121',toi.h,:1771'11)z' 75"ien,; zs...." :-• • Rlttnt 1Wa•e, road or eq 3.Erl ;IN E 1 u 9> ` MrM ruJ roar a Ha ♦ -N n� a C C y O 2] 11 C n v =mow N N c nN dim $U o c 3 ca O T C aD tom U m 0 0, N L—y et F U F E 1 � •a 1. 1 iA'n 1 1 . t ne a�.,r. /�rI�a p S o rt e Mh d!. fv (4e IV21 t/ (, •Yv C ptC'� t xn la le C, rt.nalv fall h ga0, .: 0.; z r hC.'pab5 C't K L m 521 r•le .0 a.i ai . F,:.. J C h d E d Ip'r P 1'., 9 d 1. P yl B a se al nmR.m lastma,a staples, o, clipped load nails. / wE II 1 I ') '1 Snu Fb^t O w F r Zp Pin h M 9 1 na - I b 1 1 I r rvpr W^ ra' J ar rw, , 0., ra aPrl r . a sign r rr.' •P c:+ure B dr vri nags rr.nr. I.i. F et 1 1 1 S DO 11 a 1'— ry U 1: s. LU rK , g U e� . a 0la e• � nr! N n t p a o 4,IIr P l Ix' t O a D 9 rre � T p k. Pa e.xls Us 1 - = J U ] a0W -h" p sec w ' , C 1^ hz ens for •+kY x e as r & a .ez:E Q t^A T a ^ 11,11r, Fa,.m.; 6 _ vuy zcc � „xt� C _ �_•.. � . , _ O LL U L oe—' —1 .' lu^,E w9se JOB NO. DATE It 2014 DRAWN BY T r.-,,.r<MANUFACTURE c r A prla,2t SHEET NO. HARDI - 1 +k1�a4q! :n�,e IaPta D,weaPA,.a�n ,.4rm� �ama5�,r>y� sm�arar� alwavma ra.>�, wu=••Nay r•�a ,<,�„ LI650I-R1 �cxwn Tyne Cabe Vr-aJon .,non 2014 PPPIu'ailon Anne Appwm Cwnmeaa F,d,lYea Rw.daaa,w atl4-gefione7Emaa '"CAN no I PMmMM Grlve , 6848 6 (406) 553�6838 Est D (406)553 ae .mmr:w�e��, .ran Audtnnrm -9- lovarwvk Ne+.pxanoincRl,ppra4rktccom x P.eprese,xwYe esaiNwne(E.mM lo. uxrne a2 eoYer S tbston, VTOSa9S xn.9591 J-1 Ice lanarw®kPprmncts.um, quan, AaswaMe co.-keP, 31, Umdne A4dresuvnoneiEmaa w x eon.: s lasran, rt 05a95 (662)26t9991 Ina-tom+rce�eowoarts.mm categorynNSWalls s.Drarepwv Complaz,tt Hemet FvaWanan Report ream a nwlda Rosh. d nrcrute¢ ar a 4cense0 iw,Wa NMessIM4i rnane4r ealyat.,n RePwt - naraopY Rec.wm red E,gu,ec w Ar<M1Rect Xame woo dry n P11 ,xn the Roawl2. Amwuso. P.E. Flpr:dd t gw14v A•=-t ., EM,n MPot7eaurei T ,g, roc. quai4y Mswwue coMaR E•PIYMim bate vaudatm 9Y 12i31y2al6 Sreven H UnN, ff Crx,rins, - Rio wy Rataroed Acrerwaea 5[amaml an4 Yea, fix slamarnl ASM D3679 04a ASN t330 200x FmrMamce w n'�nt stamwx CM(ne0 eY flwda lNF-!d PrIXesslorai ErWne r w ardWx. soda- coin me - Dad,itt ArwraYai Halm Npu,o4 t oP6on o win soured. rx, 1R." Date ValduM O6r1J/tall Date-xu FK Approvw 46ii..11 De,e OppoYm tail' 3035 sommaiy a P.oAPce. FL w Med.L Mnmber W Nam• DeKTI". t 6503.1 WnVwe am Aluminwn 5MN See InsiMIM Lints m rD. wouxwn APInwxwI W tAnYw Plyfti: Yes wM�em0 6Y Po.ert I t License . 49t5Z DnPaFt R..wam: xo r ar 6v mal>edem� fi,awirom m es oaagn Pre N/A yaiiiW Report Odiar: See NRalbaon VrsVw9arn for Deolgn pressumx 4 oY Imnpwiiden[�TMn ram Y.r � . . Product Evaluation Report Date: lone 7, 2015 Report4: 2241 Report Re i ion No.: `] Prpjm*k 4150229 Product W&: Kayca i Ltd. 1 Memorial Drive Richfwd, Vr 05476 Product Description: Kaycan Vinyl/PVC and Aluminum Soffit Product Category: Panel Wall, Product Sub.Category Sous C-Phence 11:"h d: Product Approval Rule 61G20-3.OD5(1Nd)- Product Evaluation Report by Licensed Professional E,iincwr Prepared By: Robert J. Amoroso, P.E. .".rich P.E. No.497 � DTc Prodpd Dalian52 Group, uc, Po Box szbns, Longwood, n 32752-0775 Florida C of A No, 25935 CERTNKATE OF INDEPENDENCE PTC Product Design GMP, LLC and Robed J. Amoroso, P.E. do not have, nor will acquire, any financial !me, - in the condom manufacturing w distributing products) coyered by this Product Evaluation Repot. PTC Product Design Group, LLC and Robert 1. Amoroso, P.E. do not have, rio will acquee airy financial mterest m any other emfty myohmd in the approval process or testing of the Koduct(sf covered by this Product Evaluation Report. FTC Product Design Group, LLC P.O. goo s297rs-tongweod, Flodda 3» Phone: 3214 WIM Fax: 321-6901719 FM Certification of Authodotion No. 25935 i-A� i-ir `. r Digitally signed by Robert .•"11i'FME'gr,s'�'. do J_Amo- •: F Amoroso, o, o PTC Product Design Group, 23, emag=robeRgptC- �� cwp.ccm. US r Y ,.., Date: 2015.06.0709:5637 -04'00' Evaluated by: Robert /. Amoroso, P.E. Florida PE License No. 497U Pmjjld Fla 415 M Robed l.Amoirso, P.E. Product Evaluation Report fL No 49752 No. ML R.e.l I Pi8.IM6 • A8 testing at 1.5 times the design pressure shown on the installation drawings. R703 13 Load Resistance All exterior As, wag coyerirgs and soffits shag becapable of reskfing the design Pressures Table R307212). Desi1Tpreswretestingsatisfiesth6requirement Sees ion1710.9.4 R703.11V-1005idng • R703.13: Labeled as conforming to ASTM D3679 • R703.11.1: Installation per manufacturer's installation instructions. PTC Product Defgo-P, PLC PrO..-415-0229 j Robert 1. Amwow, P.E. P.O. fbx S.M- lorgwood, Florida 37252 PrpduR Evelwtbn Report I Rib HTs1 Mare:331690.Im Fac 321�1789 No. 124L Sex. 1 Page3of6 PINK Certiiiwbn of Authoebatbn No. MOS i-� APWrAff Si SCOPE Evaluate Kaycan Vmyl/PVC and Alumirmm Soffit for conformance to the Sth Edmon (2014) Florida Building Code and Sth Edition (2014) Florida Residential Code excluding the High Velocity Hurricane Zone iHVHZ). CODE CONFORMANCE The Sth EdRion (2014) Florida Building Cole (FBC) and Sth Edition (2014) Florida Residential Code (FRCj requirements specific to this Product that hale been met by testing(Refo¢nce 21, engineering evaluation lihts document) and engineering analysis (Reference 3) ane the foRowm& • 5th Edition (20141 Florida Building Code (FBC), Budding Volume 0 1609.1 ADpficabats • All eateriocoverings and soffits shad becapable ofrewsting the design Ares -specified gat conpolenti and cladding in accordance with Section 1609.1.1. Manufacturedsoffits sha0 be Iabeied in accordance whh Section ]710.9 of this code. 0 17109 Soffit • 1710.9.1 Product Approval Product approval required. NH free area mduded'm product approval documents. • 1710.9.2 Labels • 1710.9.3 Label information • 1710.9.4 Installation • Manufactured soffits shall be tested at 1.5 times the design pressure. The design pressmes, as determined from ASCE 7, ane permitted to be multiplied by 0 & n 1404.9 Vinyl Siding Shall becertified and labeled as conforming to the requirements of ASTM D3679 c 1404.13 Manufactured soffit materials and systems sha0 be labeled let -(dance with the, provisions of Section 1710.9. ," 1406.2 Combustibleove Wall Crhgs • Dysit" complying with Chapter 26. 0 2605.2 Plastic Veneto -Exterior use • Pp1wZcscomplying with Section 2606.4 c 2G06.45pecificatbns • ASTM D1929, SeN-ignition Temp> 650-F (343-C) PerReference 2 b and 2.c this is met • ASTM 02843, smoke Oenshy a? Per Reference 2 b and 2.c this is met. • ASTM D635, Class CC-1 o CC-2 Per Reference 2.b aM 2.c this h met. • Sth Edition 12034) Florida Building Code(FBC), Residential Volume .: R3019 All extern coverings and soffits shag be capable of reastmg the design pressures specified got components and Gadding in accordance with Table R301.212) as motif d by Table R301.2(3). Manufac rued soffits shag be tested at 1.5 times the design pressure. • Design pressure testing satsfies this requirement. See section 1710.9.4. erc Frodut beside Group, LLC Protect No.415-02M Robert J. Amoroso, P.E. P.O. eox slo7)5-W,6waod. nam". 37252 Product EVNualimi Report Ft NOM752 Phone: 3214s9D178g far. 3314s90-1789 No. 3241.Rev.1 Page3of6 FBPE twhilotbn A Authabatipn No. 25935 Arw' a In accordance with the 5th EdAmr, (2014) FBC, Section 2605 2(i), Plastic Veneer - Exterior Dse shall cornplywith Section 26MA as follows for Vinyl Sofff. In accordance with the 5th Edition (2014) FBC, Section 1404.9, Vinyl Siding and Soffit shall comply with the requirements of AS714 D3679 as follows. In accordance with the 5th Edition (2014) FRC, Section 11703.11, Vinyl Siding shad comply with the requirements of ASTM D3679 as follows. Tensile testing was conducted for the aluminum soffit in accoM3nce with ASTM E8 to ascertain Product minimum strength properties. T i ITest Standard C Ii Acceptance Criteria 4 Tensile Self ! P/f Passed N/A Tested Te# Va t� k 8.1 m Smoke Density 575 53.8 m ISnRion Tend, ' P65MF 927nF C1ass� GI C2 G3 Nato- rot code required. N/A -- Test Report Report Product ATI 55983.01- ! 1/3/2006 Vinyl Soffit 10&18 AT] AlurNtwm 55982.03- 4/26/2005 N/A N/A N/A -.�-V N/A Min Ry=9.86ksl Min Ftu-2L ksi �- SoKd U_._ PttProduct Desigp GraW.11C 1 Project No.I1s0229 Robert LAnusmao, P.E P.O. Z SM775- t.ngwood, Flunda 37M Product EvaNatbn:P- FI No49]52 Phone: 321as3 fin Fan: 33la liT89 No.2241, Rey. ' bg..of6 PBPE cwtifitalion of Aathomando No. 2s93s REVISIONS NO DATE I DESCRIPTION uCi C u a u C a 9�o a a C Sri, 0 9 Q m oo a c O �$4° C C vim. Its w 3 0 C 9 E to O O a � R 4 LL 'F L G •O 1 N N O a Lq�tY m v m N � � o '6 to � m mUv N L_ L 3m UL N0 O L6 a �Q 4 zo U r c� 0 < LL -7 Q O O U- J IA. JOB NO. DATE FBC 2014 DRAWN BY MANUFACTURE SHEET NO. K-1 AN""'ALW Oesign Pressure Ratings repined to Reference l.a are based on Structural Test Pressure determined by testing (Refano- 2.a and 2,b) In ASTM E330-02 in a manner emulating soffit Installation shown in Reference l.a divided by 1.S in accordance with Sth Edition (2014) FBC, Section 17109.4 and St, Edition (2014) FRC, Section R3019. DESCRIPTION AND INSTALLATION REQUIREMENTS OF THE PRODUCT See Reference Ta for description of soffits cowered by this Product approvai document. See Reference I., Lou, imtallation requirements. LIMITATIONS AND CONDITIONS OF USE This product evaluation contains or makes reference to specifications, technical details and installation details and/or methods that pertain to the proper use and/or installation of the product sp acifie4 herein. Speak limitations and conditions of its use including bit not limited W the following am contained in Reference 1 and are the Subject of Product Approwd in accordance with the State of Fbrlda Product Approval Rule 61620-3. • Design PmSsum Rating (of) Imtallatio mon,ions. • Installation substrate requiemens- • Product description. • Installation anchor requnemerds • Product components. QUALITY ASSURANCE This product is manufactured under a quality assurance program audited by approved Quality Assurance Entity Architedund Testing, fine. (ATLI as required in Rule 61G20. 3.005(3), See FBC DrgaMzallon No. QUAIBM for apia-1 under Rule 61G20-3. APPUCATIONVINSTALLATiONS OUTSIDE THE LIMITATIONS AND CONDITIONS OF USE Rule 61G203DOS(1Xa) notes "Rational engineering analysis cannot be used in heu of a standard rest required by the Code for approval of products within the scope of the standard, eicept that project sperm approval by the local authorities having jurisdiction In accordxrce, with alternate methods and materials authorized In the Code." Any modification to this product as evaluated in this report and approved by the Florida Building Commission is Outside the scope of this evalwtion and will be the mWomibility of others, As allowed in Rule 61G203.005(1Ne), a project specific approval by din local authorities having jurisdiction may be used given an appropriate rational am>lysi5 is conducted and deemed acceptable to the local authorities having jurisdiction. PFC Plaided, easily, Group, ILE Poject No. t154R39 Robert 1. Arnar,rw3, Pi. P.O. Bow 520]>S- lan6wood. Rude, 3T25S ProdY[tEwlualiwn Repoli RNo 43T52 Ph se: nl-Is lm Fes:321-®B-1T88 No. ml. al-1 Pw a 5 d6 IRNE fartRkadon of Wtlxwiewbn No. 25915 APPROVED VINYL AND ALUMINUM SOFFIT AND TRIM SCHEDULE R i t.k x $ g_ ad W B 4.' e Ya S,3 Z$T I yyr 39 s9 t-'j sl Hui a°t Rayon VtnN Soffit and Trim Product Krycan Drawing No. Panel lengHt (in 7hitkrees6 tin) NM Free Area ( .in./lineal k. Net Free Area 12"Triple 4Solid Soffit (Vinyl) VSAAF-OBO1l1A lA4 0.040 n/a n/a 12"Triple 4Vented Sofiit(Ynyl) VSAAF-0801UD 144 0.040 6.56 6.55 12- Triple 4Center-Vent Soffit (Vinyl) VSAAF-OHO1l1D 14a 0.040 2.38 2,18 12"Triple 4Center-0.Ven[Soffit (Vinyl) VSAAF-0801U8 144 0.040 1.37 1.37 12"Tnple4Fu11.6Vent Soffit (Vinyl) VSAAF-08011K ]44 0.0tl0 4.18 4.18 30"Double 65ohd So it (Vinyl) VSAAN}OgWUA 144 0.040 n/a n/a 10"Double 6Vented Soffit (Vinyl) VSAAM-11B0008 144 0,040 6.17 4.50 8"eeaded Solid Soffit (vinyl) VSAAX-118WUA 150 0.070 n/a n/a B"Beatled vented Soffit (Vinyl) VSAAX-08000E 150 O.INO 3.38 4.64 F-Channel/Titm (Vinyl) vaAAT-0000UA n/a 0.090 n/a n/a 4"iaztia Trim (Aluminum) ACAAR-1801RdA n/a 0.022 XaYCaR Aluminum Stank and Trim Product RaYonDratNirg No. Panel length in Thickness lint Net Free Area ( . n. IrlealfL Net Free Area (sq. in./.h.) SP REFERENCES &SUPPORTING DOCUMENTS 1) Instalation Instructions a) PTC Product Design Group LLC, Drawing N0. I(AY0007, Rev. A Dated 6/7/I5, by Robert I. Arrloruso, P.E., Kaycan lTd. Vnyl/PVC and Aluminum Soffit -Solid and Vented, Installation Anchorage Deuih, b) industry Standards i) Vuryl Siding Imti[ule's YxeN Siding IrestaWtbn Manwl, December 2011. 21 Test Reports a) Fenestration Testing Laboratory. Inc Testing Report No. 7367, dated 6/1/13 including assonand laboratory stamped drawings for Kayran Vinyl Soffit testing to ASTM E330-02. b) Ferrtstralbn Testing Laboratory, Inc. Testing Report No.]329. dated 5h1/13 irclndiryt associated laboratory stamped drawings for Kayon Aluminum SONb testing to ASTM E330-02. cl Archneclurai Testing Itm Test Report No. An 55983 01-306-1H, dated 1/3j2006 for KayCan VireN Soffit and Srdirg, malerlah testing to: i) ASTM D3679-016 Standard Sperifical"con for Rigid Play (Ym/I Chbride) (PVC) Sitting B) ASTM G15500ae1, Standard Practice for Operating %anon Arc L"gat Apparatus Inc EKposuM of Non - Metal lk MaleriaK in) ASTM 0639-03, Standard Test Method for Tensile Properties of Plasters ir) ASTM D2843.93. Standard Test Isadhotl for Density or Smoke from the Burning or Decomposition of Mastics xl ArrPA D1929 96 I209Dko 1, Standard reTl Method for wxerm,mrg rHdlion Temperature of Planets w) ASTM D635 % Standard Test Method for Rate of Burning and/or Edent and Time of Burning of Plasba in a Horizontal Position d) Architectural Testing Inc Test Report No. ATI 65982 03 122 18, dated 4126/20051or KayCan Aluminum Soffit, materials testing to i) ASTM EH-01, Standatl Tan Methnds for Temion Testing of MetaWk Materials 3) Engineerieg Pnports a) PTC Produtt Design Group LIC, Report No. 2240, Ergir,eerirg anatysis for Kaycaan V reN/PVC and Alumimym Sdflt dated 7(11l13, try Robert 1. AmOrnsn, P E. b) PTC Product Design Grow LLC, Report No. 2241-FER, Rev. 1, Engineeing evaluation report for SM Etldbn (20141 F8C T fug Standard Equivalency for h ry, an MnN/PVC and Aluminum Soffit. tlnhd 4) 51h Edition (2014) tlor da Building Cade- Building and Nesidennal Vdumes M PratAe[t tlMl6dy Gra,ep, tLC P.O. Bax S]gT>]5-lo,pePd, Fbrlda 3>352 Melee: 323EB8-1788 Fa: 321.6961m FBI,F CertHicabn d Wlhertutbn No. 25935 Rayed No.41- Ro6en J. Mlnr,esa, P.E Pradud EvtluatiOn RePnrt It Np49)52 No. 2241, Rev.] PFBe6d6 I INSTALLATION FASTENER SQ1fDUlE S,xbs _ Wao4--� � I t1w•w F litre, 131 Mn. 1°lain LenIPM1e ]/4'Wdt �pwrns natnaneu(�L aan,ec.rrFl.aen.eTn- Fmbebmm 3/4 ---L.-ze_ Max SpatlnB _. yea>«Mwo.ar Ni dmr rst�e � 3/K leF tergtFK 3/B-NndN t•AC. e __ �_- SOBitya Ivallgy woad -. Fast,« Fudu ne raw._sy sa t3/a-lwwil. ooiz^na. tam Su�n,eu i--- 13519 an ai5-�� I iN86 -3626- _.nisi--��-V-�V ✓� MAIL A 12" TRIPLE 4 SOLID SOFFIT -- VINYL_ -.anIs . CAN LTD VINYIJPVC AND ALUMINUM SOFFIT -SOLID AND VENTED INSTALLATION ANCHORAGE DETAILS ? g�.a.i.a>..��,w+•.e<..aa oecoe...onma-a...,.:..mw..em.rwee�u +e •ee,w g %i. r ,u...ea,ma.,.+raaow.,veaaazrx zuuuer..annauun , core oew:xwme�.uro-,, .x ,. uw„'a.ue.'�Lxi!!J�!S!&614'SQLt€:••a.ee,=uoxean.,wt,w, .. w....xvw....,..�nao�vv.,.aeao+�ovwo "ewww ee rrr.,w.e.vn."e.uvrsren rtauaw rAan.m sMuew�.nawwawxa.unw.awo figg a y h w o-rmueu•ew�.N w,ac. ,eruruesane.evs,sa�n n,ti.nc..ac •� v�fe ....w..au,«ner..ar mc....••�wc muwwer.«a w-.our. � �•• f� g s<wn.aw.,a,.wm.amoa a»mem.a°,mw.r a+��aa�aao..sawwa.•w `xl• wit i OF CONTENT SMEEi _TABLE > aPRNarTD vN�r,�� w uuwlmr wErn� Nn, sc„Eaxc ] uSiKUTgn rxTTENER SCKDUIE xNp sOFftt vnprnE4 ._roitTnp 4ccessom PNa �s It � SOfin NSixlAAtgN CNO55 SECigN--- tJ wAl. voE - stxPlF oDM. waLL SIpE - xM [4Twl usE{rASc DESIGN PRESSURE (PSF) RATING _ VWYL ("I SDFf1>SEWES �� yMeTN IWI oE916N N✓E831lAE 3 F . CFMER VT SFr tr mmru . cuyrrn n-S�rrr aT Nmc , : o-own Tom•. _-R� __ 2, .s.3-a/ .as.! o- oouaF s solo sat t0' DOv&F 9 VFNiFU 5�':n -Ia -} .oW SUr e- croon wnE'c so<. 10 f r N _ ALUYNUY so" 8EAIE9 + EAVE i YROTH IWI _ pEBIf+N PRESSIWE IPHPI SP-tl00 I" SO11D TdFFI:- Tv-F0p ea vEx,E9 sOm- _ - ! ¢ vC�12 ,2, 3 SUrm � reJ.J/-NOT OfSx;H PPFTSURE MnNrS Txbvx IS'M HKl eF CONvxREO ToLWM,G aaSE Ox�xl Nx TvfEG. mu. fGTE.- /5 - t3519----- an an -- - DC -AIL A 12" TRIPLE 4 CENTER --VENT SOFFIT - VINYL 0 LL LL 0 3 C--------n an .N86 I_--1625- 1525- -155-� I I fDETAILA 12" TRIPLE a VENTED SOFFIT - VINYL ,? yNEse�^wb� r4 �vaa�l REVISIONS NO DATE DESCRIPTION ppD yC °D IF D w Lr•I 9 G '•--, A d0 L a C C e O 6 q w G E 0 o m O:9 2.5 0 � � d 4=a t H '- N � N A � � E eca$ anW o �'t 2 o $�U US F .gym J H 11 O a � H Q K � Q U Q� O Y LL � Z (L r- Q Q U') Q ll.. LL JOB NO. DATE FEtC 2014 DRAWN BY MANUFACTURE SHEET NO. K - 2 --Ii5I9 5% ti5 GW ➢t1A1L A 12" TRIPLE 4 CENTER-O-VENT SOFFIT - VINYL 59s DETAIL A 12" TRIPLE 4 FULL-O-VENT SOFFIT - VINYL ix r .,% I u6l — E DETAIL F I I ! 1 F a� DETAIL H o 0 DETAIL C L SECT. E-E 8" BEADED VENTED SOFFIT - VINYL DETAIL 1 I I illl 1 1111 1 1. 1 1tl I I III I11 II b36' I lN2 BR 91% i Tel -, I--53--1 10" DOUBLE 5 SOLID SOFFIT - VINYL 10" DOUBLE 5 VENTED SOFFIT — VINYL � I j I j I� •I. R r I nx�a„e SP 600 16 SILO —1 M:NUM SOFFIT -ALUM".NUM i I 0o so SP 600 16" VENTED _._.1_ SOFFIT -ALUMINUM !-•-nevr ---'ten—. ;5--zyA;___ .—zn;— �' 1✓� 8" BEADED SOLID SOFFIT - ViNYt .10 k I 3 PANEL S!)JD a- / (_ c SOFFIT — ALUMINUM e _J 1a I f : I} 72" 3 PANEL VENTED L SOFFIT - ALUMINUM I 1 I it I I I I I I 1 I I { 1 1 ! 1 I{ Ili rill 1 '.III REVISIONS NO DATE DESCRIPTION O C L v Y a L e C OL � ,C4c O 9 c a a T n E 0 u m 00 pT � y � C W L 01 tea Nd O tY E m o �oW sn $ v u m U t A1U9 r;m J H d � Fa- d J Q Q � U � c� LQL 0 � Z a e- Q 0 Lr) V7 ILL J ll. JOB NO. UATE FRC 2014 DRAWN BY MANUFACTURE SHEET- NO. K-3 I 1 I it I I I I I I 1 I I { 1 1 ! 1 I{ Ili rill 1 '.III REVISIONS NO DATE DESCRIPTION O C L v Y a L e C OL � ,C4c O 9 c a a T n E 0 u m 00 pT � y � C W L 01 tea Nd O tY E m o �oW sn $ v u m U t A1U9 r;m J H d � Fa- d J Q Q � U � c� LQL 0 � Z a e- Q 0 Lr) V7 ILL J ll. JOB NO. UATE FRC 2014 DRAWN BY MANUFACTURE SHEET- NO. K-3 REVISIONS NO DATE DESCRIPTION O C L v Y a L e C OL � ,C4c O 9 c a a T n E 0 u m 00 pT � y � C W L 01 tea Nd O tY E m o �oW sn $ v u m U t A1U9 r;m J H d � Fa- d J Q Q � U � c� LQL 0 � Z a e- Q 0 Lr) V7 ILL J ll. JOB NO. UATE FRC 2014 DRAWN BY MANUFACTURE SHEET- NO. K-3 T U.7 0. 5 022 4' 0.�86 38 SOFFIT F—CHANNEL/TRIM ALUMINUM 4 a 1. zsl-, .azz LI. 4" FASCIA SMOOTH ALUMINUM s 515 18F ? i 2 .525--TI I75 O R 156 002 � ..y RG.156 004 7as--i—.n SOFFIT F—CHANNEL/TRIM 1 VINYL MIN. W HEAD 00. NAIL WITH i ilT EWSEDMENT 20p ON CENTER FOR WOOD SUBTRATE 4 MIN. O.OST DIAMETER T-NAIL OR STUB NAY WITH W ENGAGEMENT 24' ON CENTER FOR CONCRETEMASONRY I i SOFFIT p = � a:5 I �F-CHANNEL YR 33, 0.08" (VINYL) OR 0.125" (ALUMINUM) -- THERMAL c j EXPANSION GAP I I i WALL SIDE - NAIL DETAIL WOOD OR MASONRY,CONCRUE SUSBTRATE µ 2X WOOD FRAMING WITH+✓' l 5 _ 7116 UN. PLYWOOO.OSB SHEATHING d S porS COHCRETEAMSONRY SUBSTRATE — ROOF TRUSS SOFFIT DRIP EDGE FASCIA BOARD 4 FASCIA TRIM � FASCIA -SIDE DETAIL WALL -SIDE DETAIL 2X WOOD FRAMING WITH 7/16' MIN. PLYWOOD/OSB SHEATHING OR CONCRETE/MASONRY SUBSTRATE ROOF/ WALL INTERFACE DETAIL WOOD OR MASONRYICONCAETE SUSSTRATE SOFFIT FASCIA BOARD FASCIA TRIM 318" LEG LENGTH X &8' WIDTH T50 CROWN STAPLE LOCATED IN EACH SOFFIT PANEL VALLEY 1-314' LONG X 0.072' DIA. TRIM NAIL STAINLESS STEEL 48' ON CENTER EAVE/FASCIA SIDE DETAIL WOOD OR MASONRYfCONCREtE SUSRTRATE THREE (3) MIN. 314- LEG LENGTH X 11 WIDTH CROWN STAPLES W A TRIANGUU PATTERN 2T ON CENTER FOR WOOD SUBTRATE. SEE PATTERN DEFINITION BELOW. SOFFIT 0.08" (VINYL) OR 0.125" (ALUMINUM) THERMAL EXPANSION GAP 3/8" MAX. BETWEEN STAPLES 3/8" BETWEEN STAPLES WALL SIDE - STAPLE DETAIL WOOD SUSSTRATE 2X WOOD FRAMING WITH 7/16 MINNUM PLYWOOOIOSS SHEATHING )OH NO. DATE FBC 2014 DRAWN BY MANUFACTURE SHEET NO. K-4 KIs Here a9 Use. hugeo-ubn H-4 rim,.., SiMm swc ryv Yes s rack ndaa.Vems m[ Ash ac Ste cop Lola Sedrs i � a.- Apgiran. type CMetldsim CdwrcMa A2hwee Pneduca Manchu " AJWess/Rw</EmaA Authorgea Syreture techdral eevhwwt ri -.V--ma4 gveky Assurance argnentaow AadM vFi1v wEh- cee9dy Suntatayoiy edndmMx EleN1m ...-asdHaem a4ua FL11170-R7 -4 o cols ",-d HrWa'-- d Ar - Name. vow 0evdoped Me E sW sister, wiWa Q. ante foety quaky Asswance C at emYrten Date vskaaed aY Cdhhrare er baernew,re OvdMaa pod fmpoiabon i5ol 5. Stale Hwy. 121. Smote 200 ( 750 7 (46s) Sts-x�h31 �ovennwepwr.rnm GMg.1. Olaylar®wayredahon.cdn a k s-ki E501 S Stare Nwy Iil, Su4e 100 (4.) 50, lux ]a067 (4�) �9.M31 w i@wefKaaaaM.[on, c a arreve OM pow Dove PO Sox 67 Hr. dope, wl 44660 (130) -so9 9w+rrie pn.cwn ExeeriorOwn Sent- Ealrmi' Did Asxmbkes -tiauon it- frimi a Roriaa Repisterea ArcMtett d a lirenzed F- ohsa,dul ere nee, evvew,en 2epart - HarOcopy Pecdvea Hart A. sawrki PE )2413 ,mend Tiswg Scones NA Inc. - Eij,1ti- A Her- lrreY IeP. n 3,y k A, icson, P.E. VaiMtiwt Cnetllwt HaNcopy RecdveW FeMmcM Sfanaare arb Year in Sesex4l 51"I'Masad yyE AHSVD45NA me EOOE AN51/O-I Is i005 fir 20, 1"4 TAS 211 1990 tAs-,of 199a Edevdgee d Prnaurt Am Wares c e,a or S 'r .iuPG s, "et" •• 2. SCOPE OF EVALUATION Structural Transverse Wind Loads and Large Missile Impact and Cyclic Wind Pressure Resistance. Since every door size cannot be tested, engms wing analysis using a comparative analysis, as pennglod per the Florida Product approval 9N3, were used to analyze the dose and make the wind loatl designs. 3. USES The series number garage dbiws listed in Table i are used let residential and commercial applications with speodied allowable design pressums. 4. DESCRIPTION The Shies rwndear garage doers listed in Table 1 are smuohai overhead garage deers and are constructed of galvanized steel sections with a two Coal polyester finish. The doors are two-inch thick, raised pared or gush, with longue and groove se -turns. See table 2 for door designs and corresponding panel thicknesses. The panels are 24 and 25 gage ASTM A653 galvanized FS Type B steel, and finished wish an ASTM A525 made up of G-30 coaling. covered with two coats of polyester paint. Each section ,s reinforced with 16 or 20 gage end stiles and 20 gage Bred center stiles. Dow Tr kss All floor as rn ies doled in this report have both vertical and horizontal tracks ranging from a minimum 16 gage to rommum 15 33 Ink steel lima won an ASTM A -4 lv rated t The vertical tra171s gage, and led S e G 0 ga a coating are attached to the Supporting sauctlxo with jamb brackets as spedTod on the most recent manufacturers I mstnllW r,siwawings. EUazed seefioare The drawings listed in Table 2 of this report with glazed openings that meet de requirements for impact resistance have glazing that is made of IW polyCabonale constructed per drawing 410776 or an equivalerd product approved for use in Florida and can be installed W he lop or inlem-date sections of the garage door. These assembd ate available for use with the lion in will borne deal a are indicated w 9ll be19 ,5 low rag oru rid rldw In Table i The ma -morn glazing dimensions use in shalt be 18.56` ri 12 26 ` The a iinim that are trot inch indicated to use in wind bane debris regions ins the glazing es an are evadable with a mlrNmum o10.09Dinch thick standard S58 grass windows that are Installed m lames all inserted in this top or intermediate Section of the door. The glazing is hot impact resistant and does nil meet the requirements for windborne debris regions. Refer to the most recent manufacturer s instadatln inshith iionsdrswings for glass Si201 nstlns. Wind Load Spacing All drawings fisted o Table 2 of this report are braced on the inside of the doors with three inch ho iomal Spanning U-bars. Each U-i is made of either 18 gage or 20 gage ASTM A653 steel with a minimum yield strength of 80 list and are finished with an ASTM A525 minimum G-40 galvanized mating The gage and quantity of U bar braces varies depending on the amount of windlad msstance mqured all the knight of the dow. In addipon to three inch he izmnial spanning U-bars, some of the assemblies listed in Tables 2 of gas report are braced with vertical aluminum porn made up of 0.125-inch thick 6063-T6 aluminum alloy. The post is a telescoping post assembly. The outer member outside diameter is 1.75` wide x 4.00- long. The'mnw member outside diameter is 1.47 wide x 3.72" long. Reference drawing 411061 for additional information on In. installation of the post assembly Overhead Door Corporation pore , Pmaurt `,gongs Henn -,0-. Gate Submiftd 02/2372015 Date yNiaatea 03/27/2015 Date Penang FK ft wiI es"V1015 Dare A0wsv L %123/2015 11170 to 9 kites 170-175, 177, IN 185,187 w57, I5' Max will. 14' H twi9K Gann,, aawbN m rip a m0. n,NXe 5C[Ucn shall use trr.eaadorh s.arrcmrw Ha AlKrhrn e4 snr Iwo In akia aee Imo uaa pulps HVH2: Yes - I>Prar iaaMN Rmwtaal: .38 3 goatee Prwnw doors 01Mn Pvmladc 1Naibg s Impdetn. Mall mttts le wnaHa ay: Mad A Samcli d Pint Qoaea eY thpa Party. No I�uirtM+45 d 1ne winabdne acid re9Hms. impsini, EvaNstlow Ralrorl CrexM Ay Ireepeneent THE Party: Ib p4 36, dandle Attachment a, `SrGNa1_YNme Method of securing the dos to the mounting surface is detailed in the Jamb CoraiRkOhPN AhPPN nl, R N 411241. 6. INSTALLATION All drawings listed in this report are to be InsfelWd In accordance with Ow most recent manufacturer's published installation instmctionsldnevings and this repon. The most -coil manufacturer's installation instmch--drawings shall be strictly adhered to and a copy of these instrucherold awings shall be available at all ones on the job No during insulation. For information about the mounting of the door to the budding structure surface, ploaso utterance rk-rq. 411060. 7. ALLOWABLE TRANSVERSE WIND LOADS Design wind load pressures for garage doors shall bo, determined in accordance with section 1609 of the 2014 Floods Sm iIg Code and shall hot exceed the allowable transverse wind Wads shown in the followmg tables: Table 2: Models 17W180 Allowable Tr>agverse Wmd Loads and "MCI Rating For Series Number Shown In Table 1 WinMlaad W.k-Sin Positive NegelWe ow Impact spxl0cetlon Code 1YIWh Design PSF DGalgh PSF Readdwmen[ AGlarding Nable yssNn Y-No 411039 9'A` 14 P 15.90 18.20 _31, 20 gape U bit yes No 41,040 _ 9p 11 -0' 22.90 _ 2630 _ 3 20gege U-bars __. _- vas No 4t1041 411042 9 0' 9 0` 14 0 14 0 26.90 _ 3570 30.80 d1.00 3' 208age Ube 3_20_pa�e U bit s Yes Yes No No 6110d3' i-0 46.iA1 200 3.20 gape Ube Y. Yes yes No 411044 6-.4 16!:q 14'-0` 1240 _13 T _20�aga U-Gts _ 4111 N5 411046 1$-0` 16-0" I4 0` 16 0' 1=30 23.do 17------OO���YYT���YYT������� T.5.00 3_ W jjaq !L rs _ U $. 211�age bars__ Yes yes he No 41104P 19'-0- 140 woo 33.50 3'. lagag Ube __.- - Yea Ves Yos Yes 41f048 16-0' 40 34A0 38.30 3'. IB pap Ups ___ 411040-I_-16-0` - + - 11'0' - _ 4600 52.00_ _ 3_j- pgaga U-Gus _- Yes Yes 12.40 13 N.3'. 20 Utras Yez M 411U5 411052 411053 611054 $w 180' 16 140' 110' d 0 18:� 3d.40 1 34.60 - 46 00 3831) 38.J0 38.10 - ..-- 52.00 3 le gageUG - 3' 18 gaw UG 3 20-0 {a0e U-bit (il AW - - P & - 3 20 gage U-0as 111 Al ium Post yes Ho Yes Ves Ves Yes Yes Ves - Not I The omlku: ndP assembnes mdcat(e in Table I nave oeoonal .1-111, Iles been tested for rowed resit , all me- may be usoa twit shows, gharng in - who -- heir¢ region & SUBSTANTIATING DATA 1. Test Report Numbers ETC-06-976-185(M 0 and ETC-06 976-18504.1 in accordance with ANSI, DASMA I 2002 for transverse wind load and ANSI DASMA 115-2005 Ion large mssae impact resstance by ETC Laboratories, 297 Sued Road, Rochester. N.V. 2. Test Reports CTLA 1672W. CTLA 1672W 1, CTLA1672W-3, CTLA1734W. CTLA 1734W-4, and CTLA 1734W-2 tested in accordance with Waml'Dede County Protocol TAS-202 for transverse wind bad all TAS Overhead Door C,orporalion ., i. n P � Nut �u`T 'I kr G-k inP,'I'he Original. February 20. 2015 •�Tas A!uJA�r,r Subjocl Evaluation Report for Models 110-177. 180-187 � 1, I•-r w To W Iwnt II May Concern: "'✓ 4 SUBMITTED BY: Overhead Door Corporation P t �.•• 2501 S. State Hwy 121. Suite 200 .�', p,+, �LE�a••• Lewisville, TX 75067 1. PRODUCT NAME Reference Table 1 for Product names Exterior Section Type Steel Thickness Panty Design Series Number Short Panel 170 long Panel - 171 172 25 Ga Pan �V12 VS 17S Short Panel, -- 173 24 Ga L.. Panel __ 174 VS 176 V12 377 25 Ga Short P el, 1 5/8 mnil_ L nF P el, 1 5/8 I 1 - V12,1-5/8"Insof ISO Insulated � In I Short Panel. 1 5/8 Insul 185 _. 183 I Long P net, 1 5/8 1 124 VS 1 5/8"Insul 784'. 186 1 Ga 187 Overhead Door Corporationes,n.,.,.,.e... .r._.. 6L-�J 201 and TAS 203 is largo missile impact a,d cyclic resistance by Certified Testing Labo,wo ieb, 7252 Narcooesee Rd Orlando. FI 32822. 3. Test reports 85948,02 B01-18, 35948.04 801-18, and 85948,06 801-181estm o, accordance with ASTM E1886, AS1M E 1996 and ASTM E330 by ATi. 4, ma rider- instructions and Supplemental data Shoats prepared by Overhead Dow Cwporwish. 9. CODE REFERENCES Florida Building Code 2014 Edition and/or Standards Section 1609 Wind Loads Section 1710.5.2A TAS 202 Section 1710.5.2.1 ANSVDASMA 108 ANSVDASMA 115 TAS 201,203 10. REPORT SUMMARY Upon review of the data submitted by Overhead Door Corporation, a is my opinion that the models as de-Nd in this report corNorm with safe a suitable alternative Is the lock standards and sections in the Fluids Building Code 2014 add- Wed l section 9 of this mpid. I7. UMITATIONS Any reference in this report to the manufaclur., S'most recent' information is a direct eforence to the most recent intormalion submitted by Overhead Door Corporation to the Florida Building Commission as pan of their Florida Nei Approval appllalion for the drawings listed in Table 2 of this raped This evaluation report and the most recent installation instructions, when required by the building official, shall be submitted ar the time of permit application The design of the Supporting Sirmhkal elements shad be the responsibility DI the design protaNiorwl for the building structure and In BlowdanC9 with Curtom building codes for the loads listed in Table 2 0 this report. The dews shall not be located in areas whore the transverse wind bads exceed the allowable bads shown in Table 2 of this report. Theo garage door assemblies wood in Table 2 of this report are not approved for use in the "High Velocity HwriCare Zone' as defined in the Florida Bondi Cure. 12. IDENTIFICATION Each Model series covered by this report shad be labeled with the mamufacti rers name ardts trademark for field identif anon. Please feel free to contact me if you need any additional inlomdien. •.` �e Ar. S r T� fN 4 Mark A. Sawicki Y' , FL PE 72613 'ia Ntin"!7 A 1 =•-; � , °)sUr nesssP` Overhead Door Corporation .• REVISIONS NO DATE DESCRIPTION u ; 4 9 L V al all y N O E Is e � e A wIs g`o � � z m oY T O C m LL C 9 t 0 c H w W � m ry � yea to M N Ew 4 ,5 0 o T 'w O � L N 2e m « y V r UC m �Uo L_ F- 3 Q1 a O0 U � (Y '�rrYs X O V a 0 LU U U cc 0 >O O O1.- 0. X a W� Q O 0 oU Q O J J U- LL 1OB NO. DATE F13C 2014 DRAWN BY MANUFACTURE SHEET NO. OH-1 The Genuine. The Original. Jamb Connection Supplement This dome end provides a series of connection sche&des and basic detawN oo "Pts for the ,;GM*C ion of garage doorjambs to building trames with the use of various fasteners. DASMA Technical Data Sheet may be used as an alterlmte to this documert. PM 411241 Rev. Pa SCHEDULES "'O A307 HEADED OR HOOKED ANCHOR BOLTS RN NORMAL WEIGHT CONCRETE ®a a®tea T BASED MN O A30T HEADED OR HOOKED II N-MN. HOOK LENGTH) ANCHOR BOLTS W ITH A Y O.D WASHER WITH A MNARAI EM N&NT DEPTH OF 3'AND A NNNNM EDGE DISTANCE OFT 2. PROVIDE QUANTITY OF -OR BOLTS AS MUNTED TO WNTAN MAI(WUM SPACING AS SHOWN N TABLE WITH A MNIMUM OF THREE t3) ANCHOR BOLTS PER JALIN ANCHOR SOLTS AT TOP AND BOTTOM DF JAMB SHALL M RACED A MAXNW OF e' FROM THE END OF THE JAMB. 3. LOAD PER JANS CALCULATED BY TAKNG DESIGN LOAD IPSFI TIES DOOR WROTH tM DIVIDED BY 2 EXAMPLE: DESIGN LOAD. 3%W DOOR WIDTH . I" LOADPER JAMB- 30a'JX IBR'2=2 t 4. CHART IS BASED ON G 6' MNMUM AND 24' 0' MAXAUM DOOR HEIGHT 5. IX30n JAMB TO BE 2a8 N0.2 GRADE SPF LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MWNTNG OVER DRYWALL. INCREASE FASTENER LENGTH TO ACHIEVE MNIMW REWIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBRT• OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED N ABOVE TABLE AS CALCULATED PER NOTE 3. AI101w44 .. Alhn T. States. PL - 312tfa'r8aze0.. (arrWbn, 1%TSOOT Tl PT51737 TX F%3WF2203 Snr DIAMETER LAG SCREWS ®mod a©mom �am® gym® lamao ama s amass 0ooa I. EA£D ON-DMAETER LAG SCREWS WITH I. -OD, WASHERS WITH A 1-%3 .M`TD MHETRATGN NTO SEASONED DRY WOOD SUPPORTNG STg11CNRE. 2. TAR.EWOUANRTYOF SAG HM WSASREWIREDTOMAN8, I MAXXAIMSPACNLSAS SHOWNN TABLE W RN AAWlIMUY OF THREE GI LAO SCREWS PEfl.IAMB. TAG SCREWS Ai TOP AHD DOTTW l F DK SHALL BE PLACED AMAXAKAN OF . FROM THE END 0. THE JAMB. 3 I MD REP.1N/TC I: AILPTFO RY TAKING OF.SIfiN I UAD (P•ff/TR,LES IXJQ'1 WIDTH (F7)RIVWEU BY 1 EXAMPE: DESIGN LOAD.31b1 OWR WIDTM.IfiE LOADPERJAMB= OW, IMP2=240EM <. CHART 6 BASSOON B8 MIMYIM MID 24'-0' MA%N1lM DOOR HEIGHT. 5 DOOR JAMB TO BF 3a CR U1K.ER NO.2GPADE SPF LN6ER OA BETTER 1GUHTED TO SIIPPOIiT STRIAiTUW P MOLNTNGOVER DRYWALL. NCREASE FASTENER LENGTH TOACMEVE NENEAAA REW WED PENETRATION. 8. DFSI(N OE TE 9JPPOAT STRUCTURE SHNL BE TIE SOLE RESPONSRnTYCF TIE BIIEDIIG DESIGNER AND SMALL BE �SGNED FOR THE JAMBLOAD LISTEDTE4E14 TABLE AS CALRAATEO PER NOTE} EEWAAIM F.OGF DaiANIS SHM.L IL W O FRE M FASTENER SPMAG SHALL K ,-,?. AND ALL HOLES SHALL BE PPE-0R&LED TO PREVENT SPURN(: & NAG SCREWS E1wLL CONFORM TO ANSI' qS.E STAIDARU BI63.1. aauP.ea 1Mn E. STme; Pf. La]t iavlMte IX. HMI,m, Tx TsaB] FL PE 61]3T TX ff 5631MA2203 SCHEDULE4 3'S"O SWPSON TTTEN NO SCREW ANCHORS m®a® �m®m ®tea oa®s �aa®a la®ao a®alas asa�a a��®a I�O�aa I. MANED FYB•05N30NTITEN HDSCREW ANCHOR WITH AND O.D. EDGE DISTAL OF WEIGHT UNCRACYJ:O CONCRETE WITH I M'JMAAT EMOEOSGRE DEPTH OF WITHAND A MPD W EDGE INSTANCE ITN FILLED BASEDLIMETA NTDE TIH OIto SCREW ANLMORGE DIS T3N OF WASTER WTO GR ENFILLEDNU FITHA 2. MNEAIMENASONRT DEPTHOFLL A4N TOEDGEDWTNNCE OF 1.AND HALAMNORN TO AST G43, OF 1'. CON QLIAHTITYORY WRSSHALL fANi AS RE REM TO ANOGROUT SHALL S-XWS ASTLT. 3. PROVIDE WANTM Of $CHEW ANCIGRS AS REOUREp TO W WTAN MA%ILIA SPACNG ASP AND B W TAKE WITH AAANARAI L THREE I31 SCREW' ANCHOR$ PEP JAMa SCREW AJNI:VgRS AT TOP AND tGTTOM OF JAMB SNLLL BE A IIMOF G FROM THE END OF TIE JALTB. A Loan PER MCALMATED SY TANDESIGNLOAD IPSF) TWES DOOR WIDTH ITT) DIVIDED BY FXANPIf'. LCSIGNLOAD-30pW ODOR wDTH. HMI Oat PFw JAuq.31ge1, iNVP. Wtlbn 6. CNMT IS BASED ON 6b' MNIMW AND 2( D' M4X0AI.M DOOR HEIGHT. B. DOOR JAMB TO BE 2W NO 2 TiRADE SPF LLIMBEe ON BETTER MOLTED TO SUPPORT STAUCTURE. IF MDINTNG OVER DRYWALL. INCREASE FASTENER LENGTH TO ACHIEVE MW W W REWIRED PENETFATION ]. DESK OF THESLWPORTSTRUCTUfE 5HAl10E TIE BOLE REStYMNSIBILIEV OF THE &10.ONG DESKiNEfl ANUSHALL OE DESK3)JED INSTALLED LOADNLIFE WABOVE WRITTEN CACULATED PER NOTE 4. 6. SCREW ANCHORS SFMLL BE NSTMIEO PER MANUFACTURER'S WflIREN NSm1A:TpNS. nma.lA1 moll E.s�Wr:. PT. 3121 FN.P;,TX W. C-m TX 11PEBI13] TKNS6T06/F22D3 tall COMMON WINE NAKS MW l T;;M ED NARDENED,SfEEL MUS a® 0 a__mo_a 0� s I. BASED ON 1fi4 COMMON WIRE NNL510.162'xY112') OR IBtl THREADED HARDENED-STEE/. NAIS IO.tA6'AJI/Yi WITH A MIMMW PENETRAT" OF 2 INTO SIDE GRAN OF MAIN MEMBER 2. NAILS SHALLSE PROVIDED IN PAWS AT A WA W SPACING AS SHOWN W TABLE WITH A WMMUM OF THREE O)PMRSOFWLSFERJAW NAILSATTOPANDBOTTOM OF JAMS SHALL BE PLACED A MA%P4W OF 6' FFGA1 THE END OF THE JAMB. 3, LOAD PER JAMB CALT ATED BY TAKING DESIGN LOAD IPSFI TIMES DOOR WIDTH IFT1 DIVIDED BY 2. E%ALWL.E: ME LOAD. 31pW DOORw. .1. LOAD PER JANB.3EPW N 16W3 - 240Qn 4. CHART IS BASED ON S NNAAAI AND n T ATAXMIAT DOOR HEM4R- 5. DOOR JAMB TOM 2X4 OR LARGER NO.2 GRADE SPF LU16ER OR BETTER MOUNTED TO SUPPORT STRUCTURE IFMOIIHTNGOVERDRYWW,NCREASEFASTENERLENGTHTOACHIEVELWAAAAREWB3EDPENETTUEION. 6. DES OF THE StIFRORT STRUCTIINE SHALL BE THE 50.E RESPCNSRn1t V OF TIE BULLDWG DESILER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS f%CIMTEO PER NOTE 3. ]. EDDE DISTANCES, END DISTANCES AND SPACINOS SHALL BE SUFFICIENT TO PREVENT SPLITI IND OF THE WOW. .. E Soles. PE. 3121-,,e LV. l K 51137 TX PE %3DW2203 SCHEOULEIT 19"O WTI KWK BOLT 3 EXPANSION ANCHOR o®� m �a m®ml a®��m a®��a as©tea as®a a®®a I. OASEDpNA 1HRTIKWMBOLT3EVANSINANCHORWITHAI-O.D. WA9NERNTONORMMWEIGHT 1AILRAGIfEO CONCRETE W nli A MNAAM EMBEDMENT DEPTH Q 21."C ANDA MNPILMI EDGE DISTANCE OF T. BASEDLN DNETI KwKK R(OF 3 FXPANDAAN AN[.IGRDMAIT-1 WARfEP NFO fJYXRE61fOfAA]wTNA M6RATM EN6EDAENE DEPTH OF 2-IT AND A MNAIUM EDGE D61AM:E OF 4'. ONIv pE ANCHMPER MASlAOT CONCRETE MA40NRY Lf#r5 SHAt SHALL CORFIXW TO ASTM C90 AND GROUT SHALL COtPO1W TO ASTM C426. 3 PROVIDE IXIAITTTV 6 AfxjgR3 AS REOLAPED EO MAMAN TAA%EM1M SPACNG AS SHIN N TAALE WRH AMNAlM OF 1REE IJI ANCHORS PER JAMB. ANCEIGRS AT TOP NG BOTTOTO M DF JAMB SHALL BE IM1ACE(] A MAAYIM OP G FROM THE ENU Cf IrIE JMMN. 4 LOAD PER JAMBE CULATED BV TaNNG DESXi1 LOAD IPSfITAEe WOR WOTH (FT1 DNgEO RV 2. EKAMIRE OESKAJ LORD-JOpAI DOOR WOTN.,MI uMo PER JANA3..3gm. +wJ.2amn 6. LIURT aBASf:DON BB MNKItN ANp 240'MA%N.RIM DOOR HEKM. 6. DOOR JAMB i0 BE 26 M3.3 GRADE SPF I. WBER OH tlET'TER MOLTEDlO SLPPgT GiRUCAJRE. IF MOINOF THE SI P0WAU.,-TIMME FAS MT LENGTHTUACHIEVELYOFTHREWIRED PENETMTIDN. ]. MD.I L, THE StDPORTSTRUCEURE $HALL Ll THE SOLE RESPgNYNLRY OF THE F,0 KA UtF4EP ANU11wL.LBF. LESM.NED FOR THEJMI6LOAD USIEU IN ABOVE1ABtEASv`aL..LION,E PER lgtE4 8.9CAEW ANC110HS 4HALL BE NSTALlEO PLR 4ANUFACIURER'9 WNETEN NSIRUCt�'. - E xNA,. P.T. 3I21 I.-. IX. Ce,rdltm, TI TsnDT R N'SIT3] Ta PE 563dL-1 JOB NO. DATE FBC 2014 DRAWN BY MANUFACTURE SHEET NO. OH-2 TL.CsiTb.m* .& I '.w�_ ;cam s w✓ � i I i ,i��..�� c l"L It, 1 > Sorts �w r 9fas,wr u.x«G mono"- wn a,rzwG srsnr ".. eL .s,� w T,rw lw,w rc wwnw a.awc u.9aars ,6U' N,WI. f6RMD Md p`� 9K Ss,4nMG 'I,f NW2fw+KwU D fo'r wSaW.Y SiM.3FF OEiur [ w 9KEr 2 _ iaiwi M`9Mawo rrt�.i rw sc a no) pa- scsfws p rFD MI"Tv fA w1ERr.p.2 4C+Mw (M1,f CH M CC9.M( NSP.r9) "�MrT wFgW 4.IwG 9+fu�iN�N�iS. W rw:gPi ff rpse' epr row* flE .1.x1 GCf9 xni —T r14 p��N�.CLW WG. Si ..fFD nn ".,'al1.v G.2W.n rW .W Bpm Ot5 R vans wrr""siwr )np' m �r xfums ��� aux. roots. a o.m.ia+ suaam "rnu�es aa_rRn ,ax:nan w,wrtns w C ponw"gcna iwY fro wm-awf aWws—Tuows. "•. yr �aas r� ,a,�so�aasit�v�"af nt fa"E59owu. arw .c�"mno� w axne.G a �G �9 �. M: fW95 119fr0 w�1ftl5 StpGiKnN �.BfH�n"EffMxrE"1 m♦prFrtwrwC =11T , 9,."filw&R0.v l ¢wdMw 1W ®�vtei5x.at Y wS,.LLFD M r(w � 'CP B ee.afrs of mf srn.r Pwn fwpmvwr an t3 W MG wmF rw Sswfw�(w.� Mr uq rET w-0 wwar round" i a.M. BH.C"ET � ♦. rumLRc� pGmr 9n. g (.cnuiwaj l u erraoKsro,ij ( b +x t ) i 1 pL( mr. s♦ / i�r5j�> (s lsroj rm/5L• p n JS cenons ao-,fn we ew.orr, .n.arm TO —1 — w,r .s stow .eo z-. K. oows os..frx ,ww e w ,.aai ra.Gwx oc a eanwuur, wKr..xerf sa sxm.ir..r .n.« e,,.n foe osrais. SUPERIMPOSED DESIGN PRESSURE c _D 4 _ LOADS ON SUPPORTING STRUCTURE SERIES 1 7 O-- 17I, 1 UU-- 18I �,�`ar oar row error ofup (n+> rcres iU YM1.—o � rcaae — au owuwG cwwnre scxrws (wps,of Gf p.m. ws,m; f«o ,«,rGrr—�. n; a<rwr. noGps wP---� 2• =frf, �r.fw Z�i , (p) acne« oomrs wm (�) ,�. u wG♦r �v.eru , 1, - i �{ jr 5 � _ � fs1 S ,p xn°p'm`ys veaw ii � a (pjr•ps����� D[TAIt (1 a A. .s aww ,2 r�fxn"SiGn' .TT RmLLlaia'GW31 /' )/x5p• i1 iNaPAa Srw ♦ .orcn`. izi ` sOOmu�,nf"+m�p�ormr ar.arfr __ _ ._� �i agfw _ per i� o � pw ill♦ P r..Pp 'l f` �.9f rc *wl.f w new ,uric a ww.ww s .w.we m wwrf w .., on I® 2901 5. i WW I12197 200 LF,W6VII.I�EF.. Tx )596 R c )Ibr3 ix PF. 108291 A wmrrssulw I"mr.fxs an owwnfc drat rox �arcAsnl or .ro LPtl �mmwa.w ors. WS), IB' Wx WOC T/zs/+o S D_411048 ID in IN FL LEWIf ):AB) R IT )26,3 i% PL 10829, A fxFfssnxu rxuaruz sfK oamarco oxl. "W v�f9la,t« n wo rw ca5r.x n. rc,us REVISIONS NO DATE: DFSCRIPIiION u S en e � C � _ e r � aqe m C 0 9 E u m 04 p O 5 y LL' C N y4p m L p L H.� m o m y�K a W n o W. 0 ImorD a o.0 L � mV La �3m _j OU O 0 0 000 o 0-a oQ w0 = J >O OF- 0- c/) 0 oQ O 7m i u_ Iy Im NO. DATE FBC 2014 DRAWN BY MANUFACTURE SHEFT NO. OH-3 BUS,bme tell rn uw, P,yptrarHn xot Ynrxrs SRmx suMwrge —srxn hrtakatmn mic snd ac55ne " ttselt vumll wv tanl, Dare, ems---• -, fir a , ;_ ,,.r.�aB«,paaB 1.1135-Rt6 Application Type Revision Code Versa, Application stems all. ApprpvM ADmn. d a papa. Approran eY nepR snots Be nnn — mw ratmM In, me PYx; er,d7« tte tp,wwaipn x,.:cessarY. con,narat ArcMvN wd,M Handactwee Meud/Nw,e/EmaY PGL Nd orna pro 7ewhoa kom,s. FLte FL M2]5 i9at)Jas-prep ExI 22318 druarEPP9tmdrsales.cwn ann«ae4 ssenet«e l«rs Rpm.rskl ImsowstlaWenPN,ies.cvm Teex,i[al aepeuaxaew 11erylFnsorsEi Mdr�Ptw-M— tFoko ecnnob9Y me IL (941)aab-OIW GY ltlb lmsowsk,ppgtadnrsUies.cam Q-0 Asaaw,a Re«esemau.e Aemesz/vM1w,e/Emaa Cateae" s,t,,st «Y Cirmslance Hed+oa windows sa,gr Hwy CeexitYbn tyrx o- s,mrq C "/caeon Agercy valdazed sy MeyN«s CavetKatl«a. Irc. Steven H. thxh, Pf Va6datUn btetlBat - Ha»<ror aecaed Refer«rced Stardare Mad Year ter Stedwe) Y— MIINwOrt1CSA t0UL5V—a 2011 AAHA7WOHAtSA 103/I511Aaa0 2005 MHA/wpnV6a 1o1/[SLASJd 2008 AHSVAAHNwows 101A5.1/eMFS 1007 ASlla Elae6 ASnt FI996 Io1 1032 0.51M E283 1001 E9«wleme of Prod,xt Srwd I Cpraretl BY ASTat E330 2001 FRM 81-43 KEY N� impact Performance "° 3 1 1 Certification Authorization Re rt utwy:red aY PROBl-03 CAR & Product tD Number: 190 - 231 ISam Date: 2/19/2009 Revision Date: 4/7/2014 Expiration Date: 8/27/2016 Company Code: 190 This Certification Authoiszatiw Report (CARt a issued by Keystone Certifcatons, Inc. (KCI) after full validation review of the Nadu l quahfim ion documents Jar the product named below. This report is only valid when signed by an office,a KCI. and indcaes 1hs, prod,cl as manufactured by the company named below has been tested art meets one nasueemenls of the referenced stentfand and is eligible for U. application of Keystone Certification Program certification boats. U—see Woulates in affixing certification labels to products, that those products are representative of the s —tat evaluated and documented for certification euttanzetion. Only products bearing such a certification label shah be consideretl certfied. This intomabon in this repon tan be vent d at www.keysloracerts.com. Licenses finformation: Product information: PGT Industries Model: SH-500 PVC Impact Single Hung 1070 Technology Dr. PO Box 1529 Operator Type: H Nokomis FL 34274 Confg. EWAR, GS-5/16-LamilG Max Width: 52 Max Height: 75 Corresponding Structural CARS: 19D477.0 Referenced Standard: Product Rating: ASTM E188f7/E7998-05 Missile Level D, Wind Zone 3. DP-60/-70, 52x75 Qualifying Teat Information: Teat Report No: Test Report Expiration: FTL-571115121 8/272016 —��j Authorized Signature: tx9eanY sgnM b➢Ne+enM tlrxh Keystone Certifications, Inc. DR to=Sl—M. Un,n,—Neva«,e 564 Old York Road, Suite 5 2 ceniscinv or. w. EtMrs. Pennsylvania 17319 emap=s an n-eyslontterts crux p=(n Phone: 717-932-8500 pxe. zola.aw0913Ja uar Fax: 717-9328501 1J75a aH - Sao --a wnd now nurq Wlydpw Altareead ter ase eedtlde feaHl: Yes gaYRY Anwraeee fn,rtract lxMeaae wets an~ Re Wrte Yes oe/27/mus aeeisePraeama tUA MN4Ww M1ebrrttbrte I OI Please ice tt,e 1,ateRMbn I,atrvetbm la,dagn —1,pre nd amrarspe VYor,rollon. Yenned er axav, ar SeAs ("dew by ateas"t«R TMt Pal: eb NelaetM eerma vexed try independent - tan, xo E7Structural KMO—Ne-- Performance FRM 131.02 6 Certification Ir— t---j Authorization Re ort itiali is, PROBI-03 CAR & Product ID Number: 190 - 477.0 Issue Date: 2/19/2009 Revision Data: 4f7/2014 Expiration Date: W712016 Company Code: 190 This Ceni6c sca, AuthariZation Report (CARt is rssued by Keystone Certifications. Inc. (KCI) after full validation review of the prOducl queldcafion docurtlents for the produo named bekw. This report is only Vead wh n signed by an officer of KCI, and indicates the product as man ifwkered by the company named below has been tested and meets the requirements of the rekrorlced standard eras is eligible for the app4ce0on of Keystone Certification Program certification labels. Licensee stipulates in affixing cere icat— labels to products, tat those podums are representative of the spamen evaluated and documented for cerif-tion authorization. Drily prockids bearing such a certification label shall be considered cep fief The information in this report can be verified at vrww.keystors ens.com. Licensee Information: Product Itlforfnatlaq : PGT Industries 1070 Technology Dr, PO Box 1529 Nokomis FL 34274 Model: SH-500 PVC Impact Single Hung Operator Type: H Config: EM/AII, GS-5/16' Lam, IG Max Wirth: 52 Max Height: 75 Referenced Standard: Produoi Rating: AAMNWDMA/CSA 101AS2/A440-05 H-LC60 13220907 (52x75), Neg DP=70 Qualifying Test Information: Tess Report No: Test Report Expiration: FTL-5711/5725 8/27/2016 Authorized Signature: Keystone Certifications, Inc. y DgRatiuhnedby Steven M.UrkA DN: rndteven M. uncR 564 Old York Road, Suite 5 A L7 �� / 1 —Ken—Cend1xanom,1h,— Etters, Penrtsyivanta 17319 d 4.r emaikwricnakeytm net«h —. Phone: 717-9328500 c=u5 Fax: 717-932-8601 Oete:2ma.pee9 DJ3011 4a'00' ., 94 rM1nrYagv IX. ,ce.FL342'75 TN al,ado lfi00 catundien s con, Product Evaluation Report Dow June 9.21)15 Product Dendpet n: $MI. Huns. Seas 500 Fimlda Product Approvals: 1435 Manufacturer: PGT industries 1070 TecnnolosY D. Ronh Venice, Fl 34275 f9A1) aB6-01o0 Sbtement of Conlpaame: The woduct hired in this —Nalion,epon, mash the requiremems at the Florida Product Apyt-ill Rae, 61G20-3. MI product complies whh the reyunements of the 51h Edition a the Florida Baling Code, 2014, Tethnrol Documentation: Etevanon, anchereger-a-datlon drovnoes and Test Repprts: 0eaa,ing R: 203251UR Ton Reyerlis): M-5711 fn $725 MaWbrwas Units to be installed as per the attartIed eelallatloe cl—nogs. Limits of the: 1. Madre m Design Pressures art sues to be as Ilsted in the test report, unless atbthed documeae has shows buret DPs or smaller Ate. Z. This product is Impact Resin— and does not reoare shutters m vdMDome debns regions 3. This product is not for use mlhe High Velocity Hurricane tone (HVtf2). rHRbaon of ledependence: A Lynn Miller, P.E. is emphned by Pot Industnes, and ths,ekx, has a financial interest ,n theca hoa„ v or an, tomaarw manufacturing or distributing ahshic , for whkh Uus report is "Issued, bus does not, nor wit spare a f—w i int in any other entity imohed in the approval process of this product. F2 f g A. two Meter, P.E. P.F. p Sa]OS FL In a Ault, R292% REVISIONS NO DATE DESCRIPTION ci P S s Y P p6 m E a _ p G M ,- a Q � C d - Q O E m � O T NO C2 LL i b L� e N Mall R x � � m a � � O N E K C c ;4 o .4W N as =M�`m m o � Ups U L C uU �=3 H 3m J _Z o (00 W Z u. Z Q � U U 0- 0 g az O Fo :3 a Qto U _ "rZ (Y J O LL t.L JOB NO. DATE FBC 2014 DRAWN BY MANUFACTURE SHEET NO. PGT-1 NJOtNIC1pR - u.t9"MM.GUCR - �'�� f AI WPEWW SZ-il8'4h%. BUfX - FpgWtyaDY �I ! i I Iiusra eucN I i r� EEIAX � . Ear,u t[c FRw[ Fw ,FwgE r.srwuE...ovs _ _ __ r.a[E>[F.raE w+rswFs meF.[,. Fwsn,uws -vr m � ,..n it s� • , o9P DUFVFtT - - GLn45 vvB iMEWAVER - - IFMSPN,'E >2+awu .anwme. [.w.w...w. mu a ar rffRNNEALED _ /9�/NNEgLEO �`� GLgES OOW ti N� f _n- L12,1F� —11—�Fat-, ��+^ �+^� >r�ze SINGLE HUNG INSTALLATION t I H FtEaun[o E, iA I GtGJt,lt � nxEcrtrl a[4s MtEr - }7 IURECiLt.._. wR51�R�,Er o•.in•'",'w.+SINGLE HUNG INSTALLATION - M EDGE s[miwre Dry[ F I 1 s WT,w EDGE - R.— DIV—E FLM AL ovN M£ `I II .. . fUrLANGE ses,R.re I, 'EPiO" ram[. E°t r.[s ,ER[axrcw[ns b� -- sw.isw. SINGLE HUNG 4 61,,,5 - REVISIONS NO DATE DESCRIPTION y V � a L � G 4 � G C E W C e a a c �9 E 8m m& �LL L m � � a a y�o N Etc c 4 � � W 2�y aSUbb m c J J _Z W U)O O wZ a � Q D U Uz(L p a0 O �_ a J Lci Z O J LL J LL JOB NO. DATE F®C 2014 DRAWN !tY MANUFACTURE SHEET NO. PGT -2 n raTl„rwMw� � cnen ven aarwMm vxus anr.a.M rem, cdpdalwn Inch Mrwl Orrve gulag vnmus-can ranwflr.wNwonwnan[s ran, ,a,M nala� d�,/r„d�max env nssuraace Nepe onre eu/MuawJE 1 E—moms vuMM.e4a,Y Smnp�np Ertma Caw Azs„Mties Cnnpbnn• Meeroa vaWaud, ue°an own a Hartla nepmerea acM1nttr a a tr<ensea vlrxuN �fvMUMwn nrw,t IaxwrmY nerv,H fvw Cnae,m a nraatrtt Mrne wro,IevMwea nw Lvna°n f. Ylnn.n. r.f. a4Mu, aep°rr fMaa License VEON09 ad,Mv un.a,rc. cwna,r f>cwm,a, pMe r:numie� wlrrsm'eJ stanuare a,a Yen.la s,anarrat SYodaol TY' rvsVnvnNrvwwCA sw(I.S.2/A<an IIXJS Eta% tM caw zdn laS .nl, ]p3, 2af 19M renwea av a huaurf Su,U>K. am,at awrwM Merino NMWaa t ornnn b pCHS Y2d15 M1UMtM4 tIN]andIS ec awr°.M �mwzoil b avfnmm IXyt[V'ed15 sama,.T s w.d,ce N.dM wla... ,bw.1 • moabsa,•, �..eiw we m Mvrx: Xw AnPavad M W w„taida NvrN: Yes rYWpnpww� Na OlMr: Ge IH117fi9n.1 Id Can9n Messve aMl,px M zpecek t.VM arul tar anv utner aOUMw,M use Xn1RMIM5 Mb,mtMMnd, nz. (fa t,a!KXrss<nrb Smr°thstar U°ors, [Ir¢ rraa,rct -� a •r °Mt nurwds rw d,nc awn, .n,Kn have 1,avn stw,M d Iwwted wahn px mW-nz IX rtslM,Mwn.I ta...rotlan 6Y'Inywt' Caarea rroerglxs sage oow !*) Insw,g a ouusr,rg C°MqurMwn a,wb.m, nm.wcmo sn.xMe Wi�f,I�r�iin�'r„nyn:lm [g1uM(°n aap°N t r!MVU iw r,gegeriNvt Ilwu rant vns vY li wnM,nh riot �t„�-,ne nn;XTn;: uM1, _ Pmduet Catego y Sub Cate gory Wnulxbuw Product Name Svn,pMg itvmna T,u Cwpwandd 'SmooN Str','Fdrerttassir.' ExNriur Fetaras, Dour tt84rauslrbl Ddra ^Claseic CraK b•C—kC'.fb c- O°°r¢ AsnamMk¢ Edgerton, 011 a]51] tid.I fbergtasa Drw Imolrna.zae.nao aw /aaw ten Scope: I ,,: w a Product Evalua'aan sport Issuwi by RW 8u,ldaV C—Haots, lnc. —1 Lynam F SMdint, V F fm Therms T,u Cw(mradon based on Rule Chaplet No. 31,320-3. M Iftd 1D M bre State of Flood. Ploa A Appwd, Llepadlv,zm M Business 8 Professknal Re .Wjon. RW BookQ Conslitan!s and Lynam F. Sch—L P.E. do not have no, u4A acyuse financial merest n gre cwabany enufnclunra w disbiN-9 L e prodoct or ;n any r�lher ant" aridved c asc approval p,ocesa of too lb dub, namr.; ,em bmumrwds: ?. Ths Wddbb! has been evaluated ar:d,s in co,rpaance wlu the b!h Edxian (2pt4}Fonda Bwldug C We (FBC) sflur:tur31 raqurtement'> extluarlp Ne'liigh V 4ccti Hurrieatm Zone' 11NH21. 2. P,a15a:! nalKas shall he ns ;islsx,. and sparoed as shown un del.Ms. Anchw embad,ner.! to base material shalt ce beyond wnN aressimg of oft- 3. Vilmn used in areas requlmlg wind bonne debris prdedia, this p,oduet cwnpr ;a wkh Section 16m 1 1 of b,e FBC and does rid feWire an Xnpasd revstanl cnvenng. This p,dwt —ts nllss,la level "D" and Inbudlss Wind Za,a A as cInN,od w ASTM El8 alxl S—oh 1600 1 2.2 of me FBC. 4. Fw 2n stud flamiry CcnsVupid� a �,dsry of these units sha0 be !hx same a3 that sh!wn :or 2x burY, masarry cpnsin: tpn- 6. Sfie boddidons I" a+viak finm the detain d rlra N FL-1840.1 ,egwre fth r engneann, a,vly-, by a X --d amineer b, mg,s:area nob,, a. E Sea drasul:g FL 761..0 1 fo, — arc d,.qA p o—a line!aaoly: Suppor+ldg Documents: I. T tR£Qgrt No. Test Standard Testisw Laborato_t Signcvl �y TEL060T151 l,NSI/M,MPMW3YDA 101lI.S.21h1460u TbAhnq Evaluaewr Lab.,llt,. YVern?ell W. l iarey-'r'.f. ,tSTM E1%[iAJ1�}r)Ei 02 TEL ASTM E330-02 Tooling""A. mlmb.fin: V K W:idrl NlIld FM,602t'n�',b2 2 Miami Dade WA Materials Tesiiny :40A<:. 1fi lialkx!,:=nayer (fastr.,r: Chemuzl Co:cpsny) Orawbta No. Pn oared by 3-19 & Sew No. R-],A()'. PWll:M:hb Cat.'raltanL.Inc (CA.d,', I',I-F S<tunid!.'E A Gak.wiwm Pfepared by Sigoad 8 $cah d b( 4n,: ,,, Rig/ Buadx,g G m„h t:. 41 (.,:1 bcr, ; LyM- 6 Quit%Assuram:e Clit"Icate.1 P ? f r hY b .; I - d t t : . rr1 M' - .ad t apt Il uu Cwpnratbn,e r...... rg Wnd t w_.m airy Xly ur,,.nce Fr4graln th:t wrnpi .vAl SC.111 102G and - Gu,de ! 3 ,:.. i,". 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Peh 04On[t5G>-GOx; 1 . .-. _I �I �vu er,... saps°°'duuaa I'�� 10A urmw�ae..: ow 10. - ulcnoe �xor eEr. .rE weowe. n.r eu®9eExe e.M ro.w.a•. Eecr cu...Ecr Iwexo. io�� � r — ea9:w J. ^. �.I.A. 'P.9.. . f REVISIONS NO DATE DESCRIPTION �m 9z e W s Via` A 9 E O U 1p oa o m mco os L F � O N � q � O G mMR b�9 W o ni Z5Mh t m 0 $LU rn m= c _g 3 ro Q � 0 o a 10 Q Q O U 2W D o W U Q vg Q � _ LL o —i U JOli NO. DATE FBC 2014 DRAWN BY MANUFACTURE SHEET NO. TT-3