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HomeMy WebLinkAbout38833 5th Aver v.ear�acd - n3n-sett awlkatmn tYp< aevlsbn ceeo v<,sion mr4 Aope<aam stews amrwee •Moravec air Dew. Ap«ovals Iw Deus swn ce revinea arq .anrktl M w roc enact rre comr,.swm a na<sarv. camm<.As Arwvee nroev" nanvrxwro: Aeare55/rnonciEmax ro>p TrcM1nolaay IN vc s rl i4225 (9aleaCInc Fat 223,9 a—,xeawomnen+s.<um Yosowsa:�ppwqumKz wrr. Pepresenzenve 107 xowrvsNi Aaer<ss/pxon</Ema,l T M2 Drive Nvicokomk, FLL 34342>5 (9a1) I. Ert211ae posowsEiewnnevx.Ks.<om quaery aswrar+ce aepresmtadve Aaa,e.yl+.oneyEma+ cwevory eneri« owns svxar<o«r s.i,glre E,"er:« Iw« Ass<mecez Cpmpllance M<motl Certezcatbn Mark « L:shna m agency r<ystmre Cercxi<atians, Ir:c. valrpatea aY atevm M. UrecM1, tt- vnsdx:on cn:ecvvu eua<opy nc<aYm g<rermcea swrwara tine vent ton sraaare) ygp4Mg yxier —A 45o amo A-j MAICSA IDI/1.5.2/A440 2oUA a—srM 1-seer; 2Ws ASTM E-1996 2CW STM E-199a 2C t1 Egurvalmce of Roevct titwMares c<nrwa aY h 1 Mvrord a 11. rMtl roe 1 Dili- A etc Submxtee a/e,/2ot5 Date vdiaMea se`:t /2015 w« peeing rrc. Anw - r� Impact Performance FRY OI43« 3 1 KEYSTONE Certification �J Authorization Report nawiee 6y: PROBI-03 CAR & Product ID Number. 190 - 275 issue Data 10(72013 Rewelon Data: 101712013 Expiration Date: 5/2N2017 Company Code: 190 This Certification Aumixizadon Report (CAR) is issued by Keystone CerMi-Bons, Inc. (NCI) after full vetidelion review of the product qualdicabon documents for mkge product named below. This report is only .Ad when aed by an officer of KCI, and indeates the product as manufactured by the company named below has been tested and meets the requirements of me referenced sanded and is eligible for the application of Keystone Certification Program cedifiratipn labels. Licensee stipulates in affixing certification labels 0 products. that those Products are representative of tire specimen evaluated and dorxdnented for cenifica ion authorization. Only products bearing such a certifxalim label shall be considered crrtified. The infarrnation to this repon ran be verified at wwwAsystonecerts— Licensee Information: Product Information: PGT Industries Model: FD555 PVC Impact Sideiite 1070 Technology Dr. PO Box 1529 Operator Type: SLT Nokomis FL 34274 Confg: Wide from, GS-7116" Arc Lang IG Max Width: 40 Max Height: 111 Corresponding Structural CARS: 190-1007.0 Referenced Standard: I Product Rating: ASTM E1886-05/E1996.09,'12 I Missile Level D. Wad Zone 4. DP=+/-70, 40x1 i 1 Qualifying Test Information: Test Report No: Test Report Expiration: FTL-7402 512,V2017 Authorized Signature: dlaitany 5gred by,on m! Keystone Certifications, Inc. oat:m=sun Mxtmxeyst«e 564 Old York Road, Suite 5 cmnraDnm.w`°" Etlers,Pennsylvania 17319 •, t_ e-Vimyrrk+eynarecens.<«n. Phone: 717-9328500 sure: m131Do>11ssm Dear Fax: 717-932.8501 331.3 ro 555 :n —n Ooo, & SaNa</ha:rsom uknNz a uw Anwd roe even: eo ean"i<auon Aseaq e<rtmwo< /v w<ra Al:rew<,wed mr ew oubide XYNZ: Yes -i i io -- Ww +rey Aaen,rp Coatr+d l+prttbn Drte Disposes areewee, /A Dpia Prevwa. N/A 1/2 /20 con IHUxar lertrrz<litm+ Oa,er: rneaxe zee tat rnsutabm ms[ru<nmz br seszgn pressure. ss ant az:chorage iMwmai«+. t: A[ I M , i eY'. a. rm e,A O.E. C1 C tat M IMel:zaazmt a ae,ry'. rb , 1v tow R.d="a A'. o<an:a ev u�depenaerrc im.o v..:cr. xo EYS O K-_- NE Impact Performance FRM 8143 "" 3 , -•- Certification F �J Authorization Report ewiI, ee ey: PRO 81-03 CAR & Product ID Number: 190 - 276 Issue Date: 10182013 Revision Date: 10/8/2013 Expiration Dato: 5/212017 Company Code: 190 Thus CerIK¢abon Audwn_ ion Report (CAR) is issued by Keystone Cenificifions, au (KCI) alter full validation review Of the product qualtfcatim documents fm ere Product named below. This report is only valid when signed by an officer of KCI, and indicates the product as manufactured by the company named below has been tested and meets the regrwemenls of the referenced standard and i5 eligible for the appfcaton bl Keystone Cerliflcaaon Program cenirrcafon labels. Umnsee stipulates inaffixig cent&anon labels a products, that chose products are representative, of the so— evaluated and documanled or ca rcition authorization. Only products bearing such a certification label shad be considered cerff d. The mice— ion in this repo" can be verified at www.keyst.rwcerls.uan. Licensee Information: Product Information: PGT Industries Model: FD555 Outswing Impact French Door 1070 Technology Dr, PO Box 1529 Operator Type: SHD Nokomis FL 34274 Config: Ali, GS-5/16" Ann Lamt IG Max Width: 76 Max Height: 96 Corresponding Structural CARS: 190-1009.0 Referenced Standard: Product Rating: ASTM E1886.0.54E1996-09/12 Missfie Level D. Wind Zone 4, DP=+/-70, 76x96 XX Qualifying Test Information: Test Repo" No: Test Report Expiration: FTL-7396 5212017 Authorized Signature: wgitaly maned ey,on tat Keystone Certifications, Inc. M. eon tort o=xersta^e 564 Old York Road, Suite 5 cwUfiwkmAlnc-^" Etters, Pennsylvania 17319 m,ax=ihaekeyztoreceds.c«n, c-vs Phone: 717-932-8500 Ines 2ol3.1o.oe tas4sl roa Fax: 717.932$501 o impact Performance I.. FIRM 8143 3 "' 1 KEY �E _fin. Certification Authorization Report ReweniW PRO81-03 CAR & ProduclID Number: 190 - 274 Iseue Date: 10/72013 Revision Date: 10/102013 Expiation Date: 523 2017 Company Code: 190 This Certification Authmicallon Report (CAR) is issued by Karst— Certifications, Inc. (KCg after full validation review of the product qualification dwerents for the product named below. This report is only valid when signed by an officer of KC1, and indicates the product as manufactured by Itre company named below, has been tested sol meek cite requirements of the referenced standard and is eligible fix the applicafion of Keystone Certification Program ceraFcaeon labels- Licensee Stipulates in affixing; certification labels to paducls. that those products are representative of the specimen evaluated and dDamented for certification aumcmulauon. Orgy products bearing such a cemr-fien label shell be considered certified. The Information in fxs report can be versed at v,Ww.keycdnecert6can. Licensee Information: Product Information: PGT Industries Model: FD555 PVC Impact Transom 1070 Technology Dr. PO Box 1529 Operator Type: TR Nokomis FL 34274 C-69: Wide frame, GS-7/16' Ann Lamm IG Max Width: Ill Max Height 4D Corresponding Structural CARS: 190-1006.0 Referenced Standard: I Product Rating: ASTM E1886.05/Ei9g6-09/12 I Missile Level D. Wind Zone 4, DP=+/-70. I I 1 x40 Qualifying Test Information: Test Report No: Test Report Expiration: FTL-7402 5/232017 Authorized Signature: txvirryvaned ay,anKa Keystone Certifications, Inc. oat:<^eon lal n=xrnl«+e 564 Old York Road, Suite 5 ffinuiam, Inc., «° Etters, Pennsylvania 17319 L— c=Usklluttexeysrone<a.h.<«n. Phone: 717-932.8500 oats 2m3.ta.ta toa3:lo ova Fax: 717-932-8501 KE YS NE i ::era. D� Impact Performance FRM 61-43 -• L_f Certification Authorization Report iu y,:wi PRO BI-03 CAR & Product ID Number, 190 - 277 Issue Date: 1018/2013 Revision Date: 10/8(2013 Expiration Date: 521/2017 Company Code: 190 This Camficaaon A rthoizabon Report (CAR) is issued by Keystone Certifications, Inc (KC0 after full validation review of the product qual fcation documents for the product named below. This report is only valid where signed by an officer of KCI, and indicates the Product as manufacfaed by the company named below has been tested and meets the equiremenls of the refereric standard and is eligible for the application of Keystone Cerblit b. Program certification labels. Licensee stipulates in affixing certification labels to products, met those products are representative of the specimen evaluated and documented for certification authorization. Orgy products bearing such a cedificafon label shall be considered cedffied. The informafirn to tt . report can be verified ill —Acysten—lb coon. Licensee Information: Product Information: PGT Industries Model: FDS55 Outsvmg tmpact French Doe 1070 Technology Dr. PO Box 1529 Operator Type: SHD Nokomis FL 34274 Config: All, GS-5/16- Ann Lami IG Max Width: 76 Max Height: 96 Coresponding Structural CARS: 190-1009.0 Referenced Standard: Product Rating: ASTM E1886.051Ei996-09112 Missile Level D. Wind Zone 4, DP=+1-50, 76x96 XX Qualifying Test Information: Test Report No Test ReportExpiration: I FTL-7396 52lrA17 Authorized Signature: Dlgiallr sRn<d by)on Mxl Keystone Certifications, Inc. oat: mac, MIx. osxeyswne 564 Old York Road, Suite 5 ice"lr ,dam:, tnr-oa, Etters, Pennsylvania 17319 emax.lkeyanom,ceru.com, ` Phone: 717-932-8500 =U5 wo<: xoaw.oe rassaa-wcar Fax: 717-932-8501 REVISIONS NO DATE DESCRIPTION C 6 I. a C Y u to e M E a wy 9 N .E In < E C E o O � s 0° y _ c el T Ml O Em 3m o a� d N m L L y- m O Be in d cab m n n K Dios o r. �• 0 n N G 2" c Lu c dW �LN erU m 30 J J Z 5 > Er ij7 H Ir J Q. i_ (n U Q Z V zM I- O 0 a0 Q �Z r IY M LL O rn J LL JOB NO. DATE FBC 2014 DRAWN BY MANUFACTURE SHEET NO. PGT -1 FRY B1J3 KEY O yE Impact Performance "° 3 ' ���-- Certification Authorization Report Rsauvee Br PR081.03 CAR & Pmdud ID Number: 190 - 278 Issue Date: 10A12013 Revision Date: IOW2013 Expiration Date: 521/2017 Company Code: 190 This Certification Authonzabm Repot (CARj is issued by Keystore Cenifimfiom, im. (KCI) alter fug validation review of the product =fication documents for the product named below. This report is only valid when signed by an olfiaer of KCI, and indicates eon product as manufactured by the company named below has been tested and meets the requirements of the referenced standam and is eligible for the application M Keystone Certification Program certification labels- Licensee stipulates in affixing certification labels to products, that these products are representative of the specimen evaluated and documenkM for cerlificakon aulhoriiation. Orgy products bearing such a certification label shag be considered canted. The information In this report can be verified at waw.keyel000cerls.com. Licensee Information: Product information: PGT Industries Modef: FD555 Impact Door/Sideitte Muiaon 1070 Technology Dr. PO Box 1529 Operator Typa: Mull Nokomis FL 34274 Config: Mull Max Width: 124 Max Height: 96 Corresponding SWcturai CARS: 190-1010.0 Referenced Standard: Product Rating: AAMA 450-10 Missile Level 0, Wind Zone 4.DP=+/40, 124.96 Wdlh=41 Qualifying Test Infortnafion: Test Repon No: Test Report Expiration: FTL-7403 521/2017 Authorized Signature: oiyunyegnea ty,m Hal Keystone Certifications, Inc. oar. cn=l°n HaI, °=xes•,sona 564 Old York Road. Suite 5 cwtr ahans.Inc. oa. Etters. Pennsylvania 17319 V5 Phone: 717-932-6500 one 2m3hom nr26ss.oava Fax: 717-932-6501 r� — Structural Performance FRY Bi-02 KEYSTONE I Certification Authorization Report Renwelay PROBI-03 CAR & Product ID Number: 190 - 1009.0 Issue Date: 10/6/2013 Revision Date: 10/8/2013 Expiration Date: 521/2017 Company Code: 190 This CeNficaeon Auttenzefion Report (CAR) is Issued by Keystone Certifications, Inc. (KCI) after full validation review of the product qualification documents for the product named below. This capon is only vatd when signed by an officer of KCI, and indicates the product as, manufactured by the company named below has been tested and meets the equkemenb of the rderancetl standard and is eligible for ma appticalmn d Keystone Certification Program certification labels. Licensee stpulates 0 alfixirg certification labels In products, met alone, products are tepresentatve of the spacknen evaluated and documented for certificafion aulhoriration. Only prod is bearrg Such a ceNf tbn label shat be considered certified. The infprmetlon in this report can be verified at www.keystonecertileom. Licensee information: Product Information: PGT Industries Model: FD555 OS Impact French Door XX 1070 Technology Dr. PO Box 1529 Cpemtor Type SHD Nokomis FL 34274 C-19: All, GS-5116" Ann Lanni IG Max Width: 76 Max Height: 96 Referenced Standard: I Product Reding: AAMAANDM (GSA 101/i.S.2/A440-08 I Class R-PG701930x2438 (76x96)-Type SHD Qualifying Test Information: Test Report No: Test Report Expiration: FTL-7404 5/21/2017 Authorized signature: Keystone Certifications, Inc. Digaaly veined by rot HillY Dn; rn=non Hnl,o=xeystone 564 Old York Road, Suites certifitiom, roc., tits, Etters, Pennsylvania 17319 emaagmtKhkeystoneceh,com, Phone: 717-9328500 c..us Fax: 717-932.8501 Date: 21 110.0a 165356. 0(r —� Structural Performance oa Ra FRY 6142 KEYSTONE Certification LJ Authorization Report aaowae sr' PRO Bt-03 CAR & Product ID Number: 190 - 1006.0 Issue Dale: 1013/2013 Revision Dale: 10132013 Expiration Date: 5232017 Company Code: 190 This Cenif !ion AuesoraaYon Report (CAR) is issued by Keystone Certifications. kx. (KCI) after full validation review of ale product qualification documents for the product named be— This report 6 only valid when signed by an office, of KCI, and indicates the product as manufactured by the cenpem/ named below has been tested and meets are requirements, of the rahamnced standard and Is eligible for ins appitcafian of Keystone Ce"iticaWn Program cerlificalion labels- ticernse , stipulates in affixing cenificaton labels a products, that apse products are representative of are specimen evaluated and documented far certification aut onsation. Only products bearing such a certification label shall be considered certified. The information in this report can be verified al wvnv.keyslonecens.com. Licensee Irormation: Product Information: PGT Industries Model: F0555 Impact Transient 1070 Technology Dr. PO Box 1529 Operator Type: TR Nokomis FL 34274 Config Wide Frame, GS-7/16° Ann Lami IG Max Wi&h: 111 Max Height: 40 Referenced Standard: I Product Rating: AAMAW1DMAcSA101A.S.2/A440-08 Class R-PG702819x1016(111x40)-Type TR Qualifying Test Information: Test Report No: Test Report Expiration: FTL-7393 51232017 Authorized Signature: Dgdatly Hgned nrmn Hill Y Keystone Certifications, Inc. oNm=non HIn, o°xeystore 584 Old York Road, Suite 5 certiflcatloro,Irx-ou, Etters. Pennsylvania 17319 erwl=)nil takeysmne<ert wn, Phone: 717-932-8500 c=us Fax: 717-932-8501 Date: 2013.10.03 1115:27.04'0e �1 twc Structural Performance n«w FftM 81-02 tGEYSTONe Certification Authorization Report Recwras er PRO Bt-03 CAR & Product 10 Number: 190 - 1010.0 Issue Date: 10182013 Revision Date: IOWC)l3 Expiration Date: 512112017 Company Code: 190 This Carefica'; Aumzalessu osin Report (CAR) is issued by Keys" Certifications, kx. (KCI) after pull validation tlation mvi of the product qualification documents fw the product named below_ This report is only valid when signed by an officer of KCI, anti Indicates the product es manufactured try the company named below has been tested and meets the regnimmnents of the referenced standard and is eligible for the application of Keystone Cen:ecatien Program cetfication labels. Licensee stipulates in afeeg certficaeon labels to products. that those, prnducl are relxeseMative of ma specimen evaluated and doaariersed W certification authorization. Only products bearing such a cadticaboo label shall be considered certified. The Information in this report can be verified at www.NeyrMnecerts.com. Licensee Information: Product information: PGT Industries Model: FD455/FD555 Docr/Sidelite Mullion 1070 Ted—" Df PO Box 1529 Operator Type: Mull Nokomis FL 34274 Config: Mug Max Width: 124 Max Height 96 Referenced Standard: Product Rating: AAMA 450-10 DP +/-70, Max Size=124x% Panel width=41' Qualifying Test Information: Test Repo" No: Test Report Expiation: FTL-7416 521/2017 Authorized Signature: Keystone Certifications, Inc. Ys Digitally signed by Jon Null oN; rn=non tea, o=Keysrorhe 564 Old York Road, Suite 5 cerufhraeam, roc. err, Enters, Pennsylvania 17319 enua=0wpksylt-scens.corn, Phone: 717-932-8500 c=tls Fax: 717-932-8501 Date: Ml 3.10,0e 17 24:12 -04'W NF Structural Performance FRY 61-02 s ' KEY OST Certification Authorization Report ReWhedey. PR081-03 CAR & Product ID Number. 190 - 1007.0 Issue Date: IWY2013 Revision Date: 10r3/2013 Expiration Date: 523/2017 Company Code: 190 This Ce",ficaties Authold aeon Report (CAR) is ssed by Keystone Certifications, Inc. (KCI) slier hN validation review of the product qualification documents for the prockme named below. This report is only vSM when signed by an officer of NCI, and indicates the product as manufactured by the company neared below has been tested and meals the requ mma nb of the referenced sta died and ne eligible for the application of Keyabne Certification Program —lifi wan labsts. Licensee stipulates In a18vg cerlificatbn ebeb In products, that liaise pis ars, roprssentainve of the spec men evaluated and documented for certification aulle ration. Only products bearing such a certification label shall be considered certified. The Inlo reation'in this report can be verified at www.ksystorlecerts.corn. Licensee Information: Product Information: PGT Industries Model: F0555 Impact Sidelite 1070 Technology Dr. PO Box 1529 Operator Type: SLT Nokomis FL 34274 Confg: Wide Frame, GS-7716" Ann Lami IG Max Width: 40 Max Height ill Referenced Standard: I Product Rating: AAMAIWDMA/CSA101A.S2)A440-W I Class R-PG701016x2819(40x111}Type SLT Qualifying Test Information: Test Report No: Test Report Expiration: 1 FTL-7393 523/2017 Authorized Signature: Dighally by lien Hill Keystone Certifications, Inc. signed (A m=non Hnl, o=rystone 564 Old York Road, Suite 5 certfxz6ons, lnc,an, Flters, Pennsylvania 17319 emaa�hnlskeysmnecenxcwn. Phone: 717-9328500 -US Fax: 717-932-8501 Date:2013.10.0311:2613 NM' JOB NO. DATE FBC 2014 DRAWN BY MANUFACTURE SHEET NO. PGT-2 GENERAL NOTES SERIES 555 LARGE 6 SMALL MISSILE. IMPACT -RESISTANT, VINYL, REINFORCED OUTSWING FRENCH DOOR B.SIDELITE!(RANSOM (SLT/TR) 11 THIS PRODUCT HAS SEEN DESIGNED & TESTED TO COMPLY LATH THE REOU REMENTS OF THE iLORIOA BURDNG CODE. 2) SHUTTERS ARE NOT REWIRED VAEN USED IN W,ND BORNE DESgIS REGIONS 11 MATERW-S USED FOR ANCHOR E-UATNDNS HERE SOUTHERN PINE. ASTM CBB CONCRETE MASONRY UNRS AHD CONCRETE WITH LW MPER ANCHOR TYPE I) MASONRY ANCHORS MAYBE USED BE WOOD AS PER CABLE t, Tm5 SHEET. ALL WOW BUCNS LESS THAN 1-I I TNICN ARE TO BE CONSIDERED IX INSTALLATIONS S YVO W DBUCICE AS ARE OPTIONALX UNIT IS INSTALLED DNIECTLY TO SLRSTRAIE. NLAW BULNS DEPICTED A52% µE PROPERLY }MIENORGREATER. IX µ0TR CTURE, USEDI SHALLBE OESI(RTAL TO PROPERLY "ISUITEP LOADS TO THE STRUCTURE. YIOO OF RESIGN AND INSLALLAiION 5 THE RESPONSI80.1TY OF THE ENGINEER W ARCH,TECT O RECORD $) IF SILL IS TIGYITTO SUBSTRATE. GROUT IS NOT REC I ED. F USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN, IDONE BY OTHERS! (MAX TA' SHM SPACE FM GNOUTI MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SRL THAT 5 NOT TIGHT TO THE S'-18STRATE, AND TRANSFER SHEAR LOM) TO SUBSTRATE, IF SUBSTRATE 5 WOOD 3TM FELT PAPER M MASTIC 5 REWIRED BETWEEN THE GROUT AND WOOD SUBSRAATE, M AS APPROVED BY THE AUT.-I HAVING JURIEDN:TION. COMPLYING WITH THE IBC. &).WCHM EMBEOLENT TO SASE MA11RIAL SHALL SE I DND WALL DRESSMGOR StU .USE ANCHORS U SUFFUEM LENGTH t0 ACItlEVE ME EMIEDAENT SHOWN W TABLE 1, TH5 SHEET. NARROW .IO,NT SEALANT S USED ON ALL FOUR CORNERS OF THE FRAME. EXTERIOR IN STALLATION ANCHORS SHOU:D BE SEALED. OVERALL SEAINGFLA&8NG STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERSAIOS BEYOA THE SLOPE Of THESE N31AUCigNS. T) SHIMS ANE REWWRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSN TO THE SUBSTRATE. USE SHIMS CAPABLEO TRANSFERRING ­D LOADS. WOOD BLICNS. BY OTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE NOR. SIDELAEORTRµSOM 8) DESIGN PRESSURE 8)S' EGATT E DESIGN LOADS BASED ON SIAVG— TEST PRESSURE. FRAME µALY" Alp GLASS PER AST. E13N B. POSI W DESIGN LOADS BASEO W WATER TEST PRESSURE. STRUCTURAL TEST RffSSURE. FRAME ANALYSIS AND CUSS PER AETM ETNO &I THE ANCHORAGE METH005 SHOWN HAVE BEEN SURE THE TO RESIST THE NACRE AD CORRESPOND It, TO THE OF THIS P ODUCI PRESSURE. THE DURATION STRESS INCREASE HAS NOT BEEN USED ILA THE DESIGN OF THIS PRODUCT THE 16 LOAD COW IT FACTOR WAS USED FOR THE EVALUATION IA ANCHORS INTO WORE ANCHORS THAT CUE INTO CONTACT WITH OTHER CORROSION MATERIALS SHALL MEET THE REWMEMEME OF THE FLOBf1A BUXDWG CODE FOR CORROSIO. RE55TANCE 9)ALLPoGIDANDULLUW PVCMAMAFACTUREDBYVI&WE%TRUSKM3.LTD. NASBEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS 10) EIZE6 MUSTSE VERWIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUMNGCAOE TTIREFERENCES. TEST REPORTSFTl-7393.T .T401. 14 TOW&T418. RB6Mc4 doe OP IGYD4LaNn. MUSIpI SET N 71)" 1301010. 2T3 pop W.W COD SerM1p Tran4m 4P. 11 T' ttt's 10' +r.10INI 19 V`L ZT5. 1.f0p1 DOOR GLAZING DETAILS 13r NCM GLASS STACK ^ r YTP UNVUTED OiASS WAOI • 1 r£ANNEALEDGUSS ,IIIFMRSPACE MTDUPONT r BUTACITE PVB • R IV TEWERED GLASS LB -ANNEALED GLASS 14 ♦ � Doss w!E 3' EXTEROR 39 ID 41 ( 1 GLASS TYPE 1 t SB•NOEI _ _ GLASS STACK 61,6-LAMe CXE CRASS STACK IVANNEALEDMSS SB-AIRSPACE • 090-OIMOM • EUTAOTE PVe .T TEMPEREDGUSS T!y 4MN[ALEO GARBED • I 14 ♦ ` 7,\�u35 errs 3. 1 E%IERNN GLASS TYPE 2 DESIGN PRESSURE RATMG a,PACT RA NG VARIES. R TE KOR LARGE 4SM41 SEE SHEEi54&5 1 MI,.6eE MPACT RESSTANCE 0-0 Ar&- 8416111ra4 WR' EdM OIIYTIG ON. FIROa611111R A w16 Ekw UkBiD rI U"a01Ead = (ANTM CEO) 1' 1-11 LhWWW CMU. (ASTM 2-t17 1-1hr S W O Stall sms (GS) 610110S.S. SMS 810189S.S. ISMS P.T SNHIMwn Per (SG.0.55) wr 1-W AIIDALwn. 6063-TS• Slid' 0.0x1T(14 Ge) SteaL Aid' 511IT 0.05E SARI Stud, A653 Gr. 3T 'JTti' 005E (16 GB) 311W E100 t.Br(:d1 P.T. Sp3nam PBr(SG•0,95) VT 1.3I6' GHO AW CMU (ASTM CEM 2-VT Z1W C-to TAR. 265 kM 1" _ 1-3w V4-Ell. UN-oT -A dCMU.(ASTM 2-1IY 1-TIP 912 Steil SMS (G5) 612 470 S.S. SMS 612 1" S.S. SUS P.T. SNKINem Pkr (SG•0.65) w16 1-wr AlwTNMR, GX3-17 wr 0.071T (U G.) Steel. AW wE 0.056 S" SIVIL A653 GL 3T wE 0 DSE id GO) C V4' Eft Ilk- PT Sa1MmPm($W0.56) V 1-3,6 Glmeed CIBU. (ASTM C40) 2.11T 1-wl' Cp,Blds (IAR- 205 kai 1' 1-3w IWE1.0430S.S. Cr*.Fle% GRtuale(rTN_ 335 kM) 1' IAl4' ea CMU, ASTM CAD) 2-177 }114' 114'E-1"S. S. A9V%43ap P.T. Sptpem Pitr (SC-0.65) 1' 1-w6 Cancrate(m'v13.V kN) 1.112, 11w LMWW,d CMU, (ASTM C-W 1" 1414" D 114'Ek»Uff- C-1mit. OBIT, 2.85 kv) 2-17z' 1-3M" 114" EIc04I0 S.S. "eFIIIX c BDBm, (OeD, 3.35 kal) 2-Itz' 1-w4" Tromdp*OR WMIa t {I�e: 1 1a116'L4eTY. IG /ld'T-1;/ B Ak- VEM-.080'PVB-1IEM 2 1-w1E Lan} KS 311E T- SIB' M - 1l6 : 3 1.VIE L.N. 13(VET-6rtE M-w16 M-.OBD'SG-w16M sw*.& 4 S 1-w16Lemi. ki 16T-NAk-w16AA-DED'6G-wiEM 1416LeAli.IG1TlE T-WTB'Air-wl6 M-OBD"PVB-w16'A lYarHm 6 1-V16 L-ii.G 16T-ItT Ail -wtd'M-DBP PV5-w/6 An) ISLT/iit) SIDELITE & TRANSOM GLAZING DETAILS YT6 MOM. GUSE STACK ' -LAMNATED 1 ' CLASS STACK. -Y1ff ANNEAlEO GLASS .11 A -A E • IBXY DUPONT SG IS" TEMPERED GLASS J ANNEALEDGLASS 11 I• } ♦ j u55 ar= EXTERIOR ' 4 39: d0 42 41 GLASS TYPE 3 GLASS STACK r TH6 tAMRUTEO �- CUSS STALK 3'16 ANNEALED GlAES B"e .-ACE 09P DUPONT • - RUTACITE RYS •. Y16 q.NEALEO GI SS TR- TEMPERED GLASS 1 14 ♦ A85 pTE 3 �``, A EXTEwoR 4,F-Tl, A, 39'40 I � I 42 GLASS TYPE 5 Na=DUPONt SEMRYOA:; 191NTERLAYER BYE DUPONT DENEMOL ACO.. INC WIDE 10 SHEETS GENENAL NOtE3 .I E.EYATIONS 1 GLAZING DETAILS ..I DESIGN PRESSURE&. &5 SIDEM1E1Rµ50M ANCHORS„ O-6 INSTALLATION B.& E%TBUSION PROFILES.. 9 PARTS LIST 10 CORNERDEI-S _.1. HAFOWAM DETALS ...11 ane• NOM GLASS STACK ' r MNATED GLASA GLA55 STACK Y,6'ANEALEGLASS —AIRSPACE • OBO' OUPONT SG • 11, TEMPERED GLA$$ ViTANNEALEDGLASS 1 Tel` \ j .AcsertE 3 EXTERIOR a,39w i .? 41; GLASS TYPE 4 I E, MO",. '^ r GLASE STACK I'IB'LAMNATEO _ GLAS65TACK 3111ANNEALEO GLASS I., AIRSPACE • 09P DUPONT BUTACITE PVB YIff TEMPEREDO-An •- YW ANNEAL. GLASS T 14' 3, 41 �� r GLASS TYPE 6 O O V (wj H 9 o o2 _Y O O Qi iz n z 0 a O w £ Oo A U a 2 w 0 0 LL 2 �! az > O �(Is A MALER PE I bTM 3 . 16- ..�. MAX. SLAB wIOTH 1 I B31. MAX SLAB HEIGHT I TYP.. DOOR SLAB i" klNt. I BE, NE 'AL, ODOR CONFIGS) I OETAE MEET a - •MULL(%21 YP. OIxxIO (WIDE ETIa SAND WIDE RAPS SHOWN ON SIOELITES) 40- MAX. LiAEE .... -MAX. GLASS I Pa­.PES3&4, 36 .GLASS `: _ MA% GLASS ' TYPES— TYPES53& I I B3T18' ,O6-1rT8' MA . OLIO DUD DLO m• - T OR AMoWDTN HE W A1DTH . R 1A KK B M ( I SINGLE O SINGLE O (WIDE STILES AND IN10E RAILSS 01,I-ITFS) tHARROIIT'STILES µD NARROW RAIL55HUYIN ON SIDELITESj NOTES: 1 SNIGLE COO iS MAY RE LEFT OR RIGHT HANDED. x)MU.LIONS EHOYYN ARE STANIARD V FRENCH DOOR MN.LIOHS PER T. SNOA lA MULLED WNFtGURATHONS NOT SHOVM MAY BE PoSSIBLE LISPING OTHER NEJI LION TARES. SEE SEOARATE IIDA. 41 FRENCH DOOR MULLHW IE IJMITFD TO BB' W VE0.TICAL MPUCATOHS µD aBT N HgRIZONTAL APPLICATIONS. 51 NARROW OR WOE STALES ANO RAILED MFY BE MUEDYWT)RN THEE SLT,TR OR MLALEO ASEEAMI.Y. 61 ADDITIONAL FORE LIMITATIONS VEING THE I'FRENCH DOOR MULLION µF P0555LE. UEE THE PBOVfDRAWINGS AS A REFERENCE FOR SIZE LIMTATIpNE SINGLE DOOR DOUBLE DOOR INSTALLATION INSTALLATION LX_) a•oE.MN.. SEE TABLE 4, AST.- -- THIS SHEET. FW MANFITY CLUSTER .1 SEE TABLE 1. 1 TOR MAx. MAXSHmET I I CENTERED .�..._ .. CENTERED .1 / BETWEE. ANCHORS BETWEEN HINGES CENTERED BETWEEN SEE I .NGEs SEE NOTE, ,SIDE NOTE CEAMEREO BETWEEN MAX CENTERED I BETWEEN SEE NGES NMGES NOTE , \ CENTERED I -I BETWEEN I . 1� ff �ANCNORS t� .: I ANCHORREOUIKWNTSI I ANCHOR REOL-w ATE FAME AS HEAD SAME AS HEAD X XX, (USING ASTRAGAL) ;ABLE J ODOR OEBIGII PIEYGRF .It&a PBF LiIAFE TYp, -MaPBF GWsiTPei %]t Oe9r: ATtratP1 tlNl4rr A.ANpabRWne e aa1 A� DON w In) g$ I�i 1& qBO PI�C g gTx¢_ �E TLC g IS jr$L �P �PIYO BD 4� 4 5 5 4 Tel 6 5 MAX '•• MAX. r 3d3K 36Y4' tYP y� t'MULL I -MULL r+ r-• ,"MALL OIX (SHOWN) OR XIO OIXIO (MADES SAWID - E DE RAILS (NARROWSTILEE µDUB SHQYM ON SIDE+ITES) Ap RAAS S.OA N ON SIUEMIES) NORq AL r MW-IOH ' LENGTH AO MAIL TTP. ,'MULL AA% %AL GMW OIO (ADDITIONAL MULLED LITES ALLOWED) (WINDS SOLES AND iu_ O/O WITH OM WITH RAAB SIHOAM 0. SIDELITFS) HORIZONTAL HORIZONTAL MULLION MULLION "AGE STALES AND (NARRONSTa j WIDE RAAS SHOPM ONSIDE— TRANSOM) ANDNARADW BNLS&NOVMf I iRµ50M1 SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR MULLION INSTALLATION MULLION INSTALLATION (OL IOIO, ETC.) (XIO. OIX XIX, OjX OI XIQIX, OIXXIO ETC I SEE MULLION CLUSTER SEf. MULLION CLUSTER DETAIL BELOW DETAIL RELON AM DOORS AND SIDE TO THE I MULLIONASPERTHEINSTRUCt10T4DOORORSOELOE jv�.1115U� 5. BaLENGTHN33Uf1E 98'MAXTABLE MIALION VERTICAL APPLICATIONS SIDELITE p001t i ANCHOR REWNEWH ANCHORREQUIREMENTE SAMEµ HEAD SAME AS HEAD 8' !'MULLION r S' r 1'MULLON r M4Y MAX r '� 4'O.C.MN. 6- AOCMN I— ME TABLE E MIN 44-OC. M MIN ( 1 Mi, TABLE 6. YHS SHEET, 5 SHEET. SINE- SIDE- ORANCHOR -T1TY SEE - FORANCHIOR 910E- DON.-WANTTY, ME L?E Llh SABLE 1 SHEET L SABLE I. SHEET I I.I OR TYPE FOR TTPE TRANSOM -TO -DOOR (X/0) OR TRANSOM-TO-SIDELITE (0/0) MULLION ATTACHMENT& INSTALLATION ATTACHDWRS. SIDEUTES& TRANSOMSTOTNE MULL ON A6 PER THE INSTRUCT- , - -MULLION OF THEINDIWDUA1 PRWIX:T TRANSOM 6' MAX I. HTOBIZONTAL Ml1LLNXN ___ APPLICATp ALWAvs TABLET MONIDYILL kAA110N1 DOOR, OR SBELRF -- NRE Iz)µCHOcrTORs mry MOi AT EACH WLIKN EHD DE3wN PrHBausE BASF LENGTH 1. HORIZONTALPPRIOATIOIS _ _ -AeEIVEMEIN.•--pr�ww4a - pow w.uAw�Ilq---..-. Dw TpSaeHN Wtln Au FOD SO ANDS" M a NG CONFND C0 1oig0 �gg p SY I�U F0 Em YuIYO `c�u S0 CONTRA DOUBLE IaA W Iiv , A THE FN 2 A WIDTHf oouB E WIENU 1 THSTA vp• AR NGA NG A Ia � D MG INSTRUCTIONS. 1 DOOR HINGE JAMBS OF ALL HEIGHTS )O ALWAYS O[ µCHOREO WITH S X ANCHORS. EEE TABLE ,.SHEET 1 FOR ALL APPROVED ANCHORS FOUR Di' THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HNGES OI'F_ AT EACH NGE LWATOH (RECOMMENDED a10 FLATHEAD SMSM YTE FLATHEAD ULTRACW FOR EACH HINGE ANCHOR) 2) FOR A MULLED UNIT. DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT N THAT CONFIG,M-1 FOR EXAAPLE, ON µ -XIO' CONFHGURATWN. THTE DD FOR THE DOOR. THE LlA LION AND THE SIOELRE MJST EILLSABE DETERMINED. THE LOWEST DP APPLES TO THE ENTFE ASSEMBLY NOTES. 1 SINGLE - MAY BE LEFT OR RKRTTHIW4DED. xl 1e1LLION5 SHl6YM ARE sTANDARD 1' FRENCH OOOt MULLIONS. 31 CABLED CLAN MPOINITHONS NOT SNO TH ANY BE POSSIBLE USING OTHER MULLMDN TYPES. SEE SEPARATE NpA. THE LOWEST COMPONENT IS I T BE THE NFYERT ASSEMBLY OD. al FRENCH DOOR MULLION 5 DBP TOBET NMInD .HINTMTIONS AND 40-NHR ORAPPLICATONS. 51 NARROW W WIDE STILES µD RAAS MAYBE MIXED A?THIN Tiff SHORT O SIOELITErtRANS 1, OR NUIIEPA55ENBLv &FOR SI2EE NOT SHOWN. RW ND UP TO THE NEXT AVAILABLE SHORT OR LONG OE.FN&ON. W N > 3 } r p V gVX"� o p Z Z D. z z O O a a R Q j dU y LL W 2 0 V 7 L A I.. MXLER a 0 O zLL 2.j ' y • wZUS2 of m �a D z h v Z O EI OR K < n IN Z U Z O: LL n z z ' o > O �LfbS A Y CR PE PEASNOS REVISIONS NO DATE DESCRIPTION G = C z A L j G a n s c t L � Y•, a T: N E ; I ` C i C N � J s s ON n= Ems' 3 to Oa a LL v d L L H m O ry y EW S O O V 0 C � � O a w O np L U L NA �U y N L J \J `Z NN / / LL O (n H of w d �J Q Q U Z D O ao T a � W RC M LL M J _j JOB NO. DATE FBC 2014 DRAWN BY MANUFACTURE SHEET NO- PGT - 3 SIDELITE/TRANSOM INSTALLATION (0) 15"OC MAX. IF SHORT SIDE aPIXR LESS -� I}1? T MA%. SHORT 50E H5 O OVER 90" SEE TABLE 1D xft' II, LONG 50E IS SHEET B FDR ANCHOR M'ORLESB EE TABLE 1. SHEET 1 DULLS He oR ANCHOR ffPE. 23.T?OC. MAX IF —510E IS OVER GNP I iT Max RUNG 50E1 (SHORT 51DE, (WOE STIES AND WIDE RAYS SHOWN ON SIDELT ES) z,•O.C. MAIL -1R'OC. MAX. E SNORT SIDE HS -� �. F SHORT SIDE IS RORLESS OVERW 2B'O.C. MA% TABL SEE E 1D. SMEEt 81 IF LONG SE IS 4V OR LESS ANCHORl OUAN N"I' i TABLE 1, SHEET , I, SHEET OR gNGNOR TYPE. 2F12" O C ,N%. ONG SIDE IS OVER- ( IZ MAx (LORD SIDE) I PAX ISHORI SIDE, INMUOW STIES AND NARROW RATS SHOWN ON SIDELITES) TABLE A _ WNODW DEMO PIE,NRE 0 fi gmFTypF xO�FS it NARROW OR EDE STEES AND PALLS MAYBE NIXED WTTHIN THHE SAME SOEIRERRANSOM OR WUED ASSFAR&r. STAND ADELLONE SLIM M4Y BEA&NCAE. 3) FOR OTS 3) TOR BL ES NOT SHOWN. RDLAO SI TO TIE NEXT AVAILABLE SNORT OR LEND OBHENSWN. MI�.1L.,JCI�ImmCiv)Cihlmi M m- �� Ci:ICi JCi!!l mm mmmiun "MEoippp�oi�_iu000�oi�i©®�q©__�®a -. Nunn ®®p����©��©©Y©0�©Q�©�p�p i�lY©�©� ©�©©�©0��©HH©H • ® ��io©o©o�oe©o©©©op©o©�p@oB©o�p©o©©mppwp©o�po©�p©©apo�� TYP. ANCHGR'YPE. INSTALLATION EMBEDMENT AND c— OPTION 4 A is DISTANCEFEP SUBSTRATE, SEE TABLE 1, SHEETT MqX, WSTALUTION ANCHORS SHAH .... { / -1 DIRECTLY INTO MET AL I ANCHOR PEP NI.GC TO BE _— ( EDGE DISTANCE 16 - ' THROUGH SUBSTRATE_ NI \ - ..:. ...: .. _. ♦,D S-FLEREX:ADSMSWITH THDS .IO DOOR 8I •" II SUBSTRATE VIBBLELIOHT TYR ANCHeFT TYPE 33 71 5 WOTH IDLOI T AND EDGE DISTANCE RE BSLRATE. SEE TA TABLE t. SHEET I. EXTERIOR '3 '>2 - 52 '35. J1 _�L_ , \/ 41 EXTtjjEj�AjjIIXL 0Y' —RENLN DOOR MU — ID dT 2D DETAIL D: 18 - APPROVED-U-.(SEE SEPEMIE APPRD'A" _J DETAIL ALUMINUM. STEEL FAAMR:G ORSTEEI. STUDSEE SUBSTRATEEP INSTALLATION OPTION 3 :� DOOR FRAME WIDTH ... - _. THI$ SHEET S SHEET INSTALLATION ANC-S THROUGH 1( BOCKSTRm W TO MASONRY EMBEDMENT - TYP ANCHOR TYPE. EMBEDMENT MID SHIM 23 FOf4INSTANCE PER SEE. EDGESUBSTRATE. TABLE 1, SHEET I INSTANCE tVP. ANCHOR ✓_vH TYPE. 29 - 24 EAHBEDMEM '. 3 33; '41. AND EDCf I '\ DISTANCE HI ...-. , .. SFEBAT TABLE E� �. BNEET I. l.,•. Lj. CONCRETE:CMU 35. EMERIOFI REWUAOa 1x WOOD euc%sTwP, DETAIL F' \� SEE NOTE 2. THIS SNEET. SIDELREIRANSOM FRAME WOTM - INSTALLATION NOTES 'Is DETAIL" G, 1, USE ONLY SUBSTRATE-APPAOPRMTE ANCHORS LISTED ON TABLE I. SHEET 1 FOLLOW EMBCDIAENT MID EDGE DISTANCE LMBtS. ANY INSTALLATION OP1— SHOWN WAY BE USED ON ANY SIDE OF THE DOOR. SRREUTE OR TMNSOM WOOD BUCKS DENTED W THIS SHEET AS Y%' ARE BUI- WHOSE TOTAL TMCKNESS IS LESS THAN 1-11 1% VNLID BUCRS ARE OPTIONAL E —1 CAN BE RbTALED DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS —ARE I tR' THOK OR GREATER. INSTAU ATION TO THE SUBSTRATE OF WWI.' BOORS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHOR T Y HAVING A TSDKTION. 3: FOR ATTACHMENT TO META. THE STRUCTURAL MEMBER SHALL BE OF A S M TO PROVIDE FULL SUPPORT TO THE FRME OF THE DOOR. SIOEUTE OR TRANSOM. dI FAPRCABLE.LOWESTDESIGNPRESSUREFP DOOR SIDELITE.TRANSOMOR L4LLpN APPlESTO'HE WHOLE Sr5TEM. 0 5 i 35. EXTEE�RIOR V N C) (8 z p g 6 2 J m W x $w0 Om e i m0 _ F op 2E 2 w N W Z H O < Ix Z o Q O n X O F 2 Z U tt < LL R 5, d O > N G- 6 I l5 A wLEP,PE YPEeN EMBEDMERT v9" INSTALLATION wx sNB1 ziOPTION 7 NST1ATK1N ANCHORS . EDGE , 18 TO x% W000 DISTANCE ivP. ANCHOR TYPE % . • BB ENBEDMENT33 EDGE DISTANCE AND—K , SUBSTRATE. SEE _ S (ABLE 1. SNECI I —_ 'I_ �._ I TO BE TMROUCdf „ t _ SUBSTRATE.MW FLATHEAD S HE T 1 - - ' I �j TABLE t. SHEET 1 12 ' 5 E%T�RQR - 19 ; 15 - 9 47'. 40 IB'\>�`I - q'' ` -5 53 28 NI: 19 2x WOOD BUC%STRE f.XTEROA OA FRAMWGN SEE TI NOTE 2, THIS SHEET DETAIL A \J DETAIL. e m ALSO SEE BELOW � O 0 y O ¢ R o� r a EMBEDMENT - INSTALLATION AU, - INSTALLATION I RUAMx OPTION 2 U U x - swu OPTION 2 •. sHRN 23' INSTAL —ANCHORS ti z O K EDGE -I -'18 INSTAV.T!ON ANClK]PS EDGE OIAECLITIMO MASdRv mp C DISTANCE/ D.EGY-Y MO MASONIRv. INSTANCE I I O WO TVP. ANCHOR TYPE } TVP. µMOR 1 45. Be EMBEDMENT AND TYPE. EA9EDLR,T O EDGE DISTANCE PER AM EDGE -..� - o .. DISTANCE PER Be TAB.EI.SH 11 / TABLE t, SREESBI - U O .. _ �— t Z Z1 ANCHOR PER N NGE E •LLTOBETATE INSUBSTRATE. N_ EM i 2 UTABLE 1 SrEEBT I26 5 EXTERIOR 14 15 NG�E _ �.. DETAIL' A K50 SEE ABO'.E DETAIL C NSTALATION NOTES. ) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED ON TABLE 1. SHEET T FOUOW EMBEDMENT AND EDGE INSTANCE LIMBS. ANY,ISTPLLATK)N OP?ION SHOWN MAY BE USEDON GIP LT ANY SIDE OF THE ODOR, SIDEUTE OR TRANSOM 2: WOOD BLN;R$ DEPICTED ON THIS SHEET AS'!%". ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1.? 1%WOOD BUGSME ORTIONAL+F UNIT CAN SE INSTALLED DRECTLY TO MASONRY WOONG.I SDEPICTED AS'2%"ARE 11/x'TMICK OR GREATER.!N$?ALLATgN TO THE 5l.6STMTE6NOOD BUCKS TO BF ENGINEEREDBV OTHER50R 0.5 APPROVED BT THE AUTHORITYCHWL .A1Rf50.CTON . 3; FOR K ACNMCLO TO METµ: THE STRUCTURAL MEMBER $WUL Be OF A S12E TO PROVIDE FULL SUPPORT TO THE FRAME M, THE DON. SOEUTE OR AUNSDY. F APRICAAE. LOWEST DESIGN PRESSURE FROFn DOOR. SDEUTE. TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM, A INSTALLATION OPTION 3 IM1 IX BUCNTKSNTRI APNINTO RMSATSOINTLY . r I CONCRETE d [ - SIT 18 PER ANCHOR ♦_ - ♦ REOUIRCUENT, MSTALATIONNOTES 1) USE ONLY EUDSTRATE APPROPRMTE ANCHORS LISTED ON TABLE 1. SHEET I. FOLLOW EIAREDMENT AND LOSE DISTANCE UMHS. ANY KN$TALUTION O-M SHOWN MAY BE USED ON ANY BIDE OF THE DOOR. SIDEUTE OR TRANSOM. 2, WOOD BUCK$ DENTED OR THIS SHEET AS •1X. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN IIC- I WOOD BUCKS ARE SPINAL f UMT CAN BE BaTALLEO ORECTLY TO MASONRY WOOD BUCKS DEPICTED AS• ARE 1—THICK OIZ TER. NSTALATION TO THESUBSTAATE OF WOOp BUC S TO RE CNOINEEAED 01 OTHERS OR AS APPIROV£O BY THE AUTHORITY HAVNG ANRISOICTWN 1I FOR ATTACHMENR TO METAL: THE sTPoNCTLRAI MEMBEq SHALL SE OF A SKE TO PROVIDE GULL S— TO THE FAME OF TE DOOR. SIDS LITE OR TRANSOM 11 IF APRICA&.E, LOWEST DESIGN PRESSURE FROM DI SIDELITE. TRANSOM M MLRLION APPLIES TO THE WHOLE SYSTEM. BUCTHIS % WOOD P. -' SE NOTE x THIS SHEET L ,B Y TYP. ANCHOR TYPE EMBEDMENT AAW EDGE O.STANCEPEF ` SUBSTRATE. SEE : 6 TABLE I. SHEET I DETAIL' I ED t D VISIBLE US LIDO? NEKTIT (DLO; E%TERION DETAIL 3. a INSTALLATION OPTION 3 INSTAl1A ON ANCH ALS THROUGH EDGE IX Bl1CKSTRIP INTO MASONRY. _ EOGI DISTANCE 2X WDOD 01SiANCE ( Bl1CN5RBP OR FRAMING. {1 — - EMBEOAEM 'TEE NDTE 1. EMMBEDMENT THIS SHEET I 1x WOOD BUGKSTR SEE AX SHIM � r ,.. -- _ ,: C,•._. NOTE z. THIS sNET. .."MAX E SHIN t I TYP ANCHOR 1 I \' . 11 ANCHOR TYPE. EMBEDMENT TYPE. EMBEDMENT AND EDGE DISTANCE PER \ AND EDGE - DISTANCE PER SU'BStgATE, SEE TABLE 1. SHEET 1. - 35 SU85TRATE.SEE ABLE T SHEET 1. t 3 f 5. DETAIL. IL {': ED • I SIDELRFi t9. 15 T'µ50M .. WINDOW RAVE µSISLE LOHT HEIGHT EIGHT (DLO) • ) 1� :'Al- H.. DETAIL _ L INSTALLATION - OPTION 2 rP ANCHOR TYPE. EMBEDMENT MvDEO°E INSTALLATION - HNsiuumiN DISTANCE PER OPTION 22 TYP. ANCHOR ANCHORS ORECTLY NTO MASONRY. - TSARDBE1 B-I INST 110N ANCHORS TYPE. EMBEDMENT I Ox%WOOD ! ,C AWL. SHIMOR 14 _.l Ii(A'AMIDEOGE INSTANCE PER _r— �� -( 3.9 5 NON SNRINP. 2 \ - , SUBSTIGTHEET I TABLE I, SHEET I. NONMETALLIC GROTTY. FULL I Z I LENGTH FULL LENGTH IM MAX.S�_ -- F; -- 2X. 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StM 12 to 20[03 11ee1MM Acstal 91 20W5 Aclia AN _ii OAVLITE OPERwG (MOj. SIZES WIZEN USING PART a 3- (WIOF RAXS M STIES) % OOOR FRAk1E HFJ6'ER12­O HEIGHT x 000RiR VAOTN-133120L0WIOTH SL AR IX%OOOIt FRAME HEIGHT) OLD I1EIfiHr AFRFRAMEw l2I tT5-OL0VN)TH SIFRAME IE­ 12.t :DLO HEIGHt SLT/IR FRAME woTH 111 =OLO WEriH WNEN USING PART a 4. (FI,WROW R7et5 OR STILF51 airt"n FnAAIWE w�ior T e=GLO Vno�1 DOOR HEAD 23 DOOR PANEL HEAD 3 28. i IA s D� JAMB �w I1 1 � DOOR PANE y0, HINGE STIL a i 01 BBSTPLUTXXB I ♦ rr�1 ♦•. INTE ♦ 7z` ♦ DOOR JAMS 22 24. 2 1 1 DOOR 6 ' SILL • X..: ad 35. u Li JC)kNU- DATE FBC 2014 DRAWN BY MANUFACTURE SHEET NO. PGT-5 Kl6.one I.n9In usw Peg�xnaaRn IS TOPia SArnn s✓,h>ige 5ds gFam ndaawm tBC Swg --ono twb, Searth Ern � Pavllua AppmvN _. }`URa. Piape titer FL I H 624]-R9 Appipaoal type Xann. n Cade vwsbn 2014 Apa-.- Arv- Cpmnwms Anaayee umvat wiwranumr 6Ar RWraas/P%or,e/emaa I C-Dwve PanQpafw, to arose (973) 8-4421 hrW.eKII®binaYerO.com bRMixd Sigwnne Belli MrSoftey awareMO,msynd.mn T.hwdl'I-itnadve MldesSiRwne/fmap Ic NcSortey (avneYiU f owe ,optan (sT3)an4421 argsorkvnoaf.cwn Rest Warty Asaname Rlaraaerlaatwe Adssylrtrone/Emad canon!,` Sls Nevy, Rvanq Roorlg Aaeszabs IIWI are an th"i Part d the Roohnd W- -hohance MethM Ha -on Rayon from a Tbrida aepdtnea Mc - a a licnrtscw F6aba Prntessioria Ergin Evaluator Reportm - xwdcppY RecuW E. FnlX ice or Artlwect Nana wro devebpea the Roperc Nwrtulwn fva I Report Fbrba Lams'e PE-LL 166 Walt A'wn : Einly C 0uaay Aswrarite Conn., Ealwatiai Dm 0112 not, vane- BY ben w. Knesvw'r, PE vaianbo Efteaas - haidoVy Reeewea Cerohmte or [rldapenOnne Rehrencep So- aaW Yin. tot Year, ASTM GlSS im TAS LIXX I 1995 TA5 t10 200o "TInaleine a - Slan- Cemlkd 15, RpaatW CasyaBNr Evaur- L Spree: Prodoot Category Ronfin U*--q Roolae Ac,essaies Out are an IMWW Pan a the Roofing Synem Eompgen a Sbtenlnit GAF Roof Vem4algn Rod atI, n prodsc by WJ have damaistnted tom winvi, wKh Tile blower, sections of the Flondb Sudan Code nxwgh ""List in "o-dame nitre me, following Standard' Comphan[ , h wrlen To the Imta.-Requmn-ts and imitations / CnMkW ns of Use ut roll knee.. 2. S1ANaAy6: U100 ago -IV 5ignla4 Tut ]523.I-.. wine -Raw TA Ice I T- 23612.13.1 Phl-"noinv, TASL. 261A1 aatrnwrMw wS1n 0155 3. R6ER -: 1911t,E,anW aloe99. An IR11s581 Phvv II i•its-I 01-601 ices An Ir5T 15581 wiMaiae, Raw p m/1,1a,da AnfiST ISSy wale area Raw am12m- -lit tea]/zms curl lm TSSn Phwaal Pn<wenies 5%5A2- -f o9/I-/ ATlnsr is58, anew Ra:ia-.- mslg Vav- An1T5TISsuI ea son 1 09T8 o2/tgymis Puns, sa]el we,nwanna, Hw- I -a!- Ts' .1 Mdiwe Raw xaP-Dl-02gt STALM00 PPo frsTS[]a, Wwtl dwwi lab Pnp110E03 f2(3112pm thin f-Sala, art+- Neperlies BfttA�SD2-0l willH�ll PN("T.TeI Prysinlp Nnp,nk,Prnpnties GAF-13803.aE oZ"1IXP Pm Its! Sale) `Mee - CN llgo2gr Ovp9/AOJ Pa IR]56]al a%aw Raw G]a 3A02gt a]pr/All R<IaW nST Nil) visas Proper0es tlegl ]18 I0379.0 ./hW- CtabITST2136 P.wuce PrapenPes FTCg3 ]]&HW2A ov.voXH ire wba(Tn_u Phvtaal Pn'sn"os trt.o>-71e-I-,n (n3/271AW aoami was IcfR 15121 UL uc(c.-1 consh,C Ira nspwtion gepnn, Rlsar2 m/11m. 4. PRooucT DISm1PllDN: 4.1 Cobs• Eahwsst Von is a low-prpi'# elite' ridge vein a meihronibiactbn feu uu in :tingle roof sYrtems. The IxodlxT res l0%-imr wide wppsied an 20 aM 50 k lore rolls, aM h wppsnd vrim 1%' cat rubs or 2Y.' SmaR Nan^. 4.2 cobra• Into Vint 3� is a pksta, bwptofik attic Mge vent for ,re in awek roof sybkrm with 124,h width no, caps. The Wo,& nt measures 13-13/16-a.h wide suppked in sa4ich In sections, , tit u supplied wash 3- 1t, ping ant nab. 4.3 cobra. Nod Veen 3-- r u a pu m,. low-pofi , antic sage vein for use b shingle roof whams with 10--h wom ridge raps. The hodk n measures 11'h -h wide supplied in og 1 long seRans, antl is suppred with, 3 ircr ling shank naps, e.4 GAina' Salow Country' is a piutk, bwpmhk ant edge vein wkh faker (a via, in snbgie roof systems- The p hi,r measure 1.313/1F- wide suppliedan 41k long uctom a.I Cobra• Scow c..-, Adwhh M u a PI-.low-profik -nave verse wan film fa use in shingle roof systems wah 12nrch wdth ridge Caps. The Wodh t measues 13-13116-1, witle slgmaed in 0-etch Iong sertrom antl is suPpnkd .0 3-1 ring sMnk naih. 4.(i Cabe' Snow Country AdvaaNetl^ - Y b a pkitk, low-pmfae aRk rtlge vent wbm Alter fp use b shkgle roof systems wkh 10-lion wae caps kh edg. The prodiM meawras 1IX-eiCh wideo u lief In 4&mch e:actions, antls su erg :aapplied with 3-arch erg stunk nak 4.7 Goad• Nd6e Ituari is a Polyinopylenn plutiC, low'-pofge airs note w_nt fa use in snhgle roof wmems. The Poduc[ measures ]t%4gA wick simpkd in 20 it I n tart, aM u supplied w4h ]X',ai sails. oarswbmned III w2ols Date vmidmee D41m.f5 Une Pendiflp TIC Approve O4/12/2015 Dace Apo- %/2NVII5 Sam-aRao - FL o Node; NloMer or Noaas .."Puen 6M7 I GAF tine! -I- hodilcts ow -cue mot nape v<nla Lknpa vi We IISWNMe Inetruetbne AppYovod ip we a Arate, llprwo4 fair pee MIN': vas c-s d " Rolsert M n, Tan) iaRpIn Reeraeein: WA he M 1MepltM,M ThnO Party: Yes OWN Pea, n 0' NIA [vaaotlaw R "P i afay:Rmrtn Oa :,monists umasaux. -1 c.caee M Indeoenuam Tmm Pare: res- fyNsiflk :: lace Noce, w„,,,. c..�i T.vw,...... rI =imn moon_95uJnL8t4 tin Swwdywaaxs MrEM willaeyw_CaINaIlm3all Aa armMA_.P1R.[.SinenmT:: PscaswWb.Slatmen :: AdandSWnop6 xie Mrt<M avic a M bwixilmw mote. I res4 , Iarn•wiwveo.es0.10']�t]9w5. •Pws rent m�N�/. bw� w Hr.sxe 4soMr f. zpn ].:vensae. nramea waa ci s�� a ss. mow powle ins ssepaor,e,y „xn tin mw� a i ss anwy IN,e ww. me alum w>wwl ear 6r men m arw s4mm.Iwlwn wm,Ie atmse.Imwaaw wow ww.exa an Pvea..«ore. u ern .sun w:yipr a Iw.arol aa+ec+. gv..sc,w.w rlw tyw� ..on r� w.wl adl,ua.rixn ran pv nw. we,laNe m r,. Dewy. To m�rtwm y .r.awr aTalnnrbsS TS., p.ese aaa re2. hMwe Allposl Acspel C7C�t-C a b -Slate• Rkip Vero it a pixie, br-prohk attic ridge vein br INe in -Sine' roof aysnems. the ylodifa measures ItA-arch wide supplied In. inch lore --I i I ATfOM: 5.1 This h a lauedang code evaluation. Neltrer TnnitylERD rot Robe,, N mireh, P.E. a any wt, me tkseher of necait for et Pentair on witch ties Fvakucron Repu,,, a iv- versbm thereof, is/was used In, paten ing in design guM Iniksl rnakNa sn,«nay fa- papose. 5.2 Thufavilanon Report is not to, use tithe HVH2. S.3 Mbvwm slopes are as falan,, Pro- CAbra•Eahwn Vem 2:t2 Coax• in d vein 3^ 3:12 cnbi,I• he. Venn 3^ 9' J." CosaSaw Cafmry� 3.12 Cobra- Snow County Advarced^ 3.12 Cosa' Snow Cnomry Advamed" 9- 3W Coon' aid, Runrwr• 3'.11 TfuSAte' Ridge vent 1'11 SA Tee manninnh mean roof li get to, Coax- I-- Vent Cobra• Riga ven, 3, Coen• Rigid vent 3 - 9'. Cob.- Coact- Saw Loumry 4ay.ued' Coact' Snow Coumry Adv..e - 9', Coact• ih W Rlnuwr• aM 1ru51an' R dge Veen seal b 33 it S 5 ImUN-shun -ft an maarmlm tin tee .-In.. area neoul:smens set forth in FBC S in, I W3.2. When mote man ore level of roof We, -tint, over ,:Ingle ark space use edge terns only at tee hen ridge. 6. IMTAHATIae 6.1 6. Roof -I -ion Prodlcts -1 b uwriand In xradame with C.AF published in-liwon Rpuiremems woie t fo Rie limitnims set roan in- S Mew aM tb spmfNs noted below. ".0 Anewahe aaa, Ile FaeWps aepweotssai.p6a9 Ewrw.ewwm walkdPl,ue [vaaarb,Aywriaua.magpa 4wakrwRa..nw4.wi,aspa fl4u].aa 4waarwra4arrww.,so n6A]4a N.wakne lovoin the. ss 4ea6kn a: I-- Paa•xaa ralwsas REVISIONS NO DATE DESCRIPTION EXTERIOR RESEARCH & DESIGN, U.C. Certffknn of Aumdiaotion +r9503 -T�� .Vi OXFORD 353 CHRISTIASTREET, CT 06478 t PHONE: 1203)262-9245 FAX: (203) 2624)243 EVALUATION REPORT GAF E,Nuation Report 01506.02.0649 1 Campus Drive 116267-1129 Parsippany, NJ 07054 Date of Iauanoe: 03/20/2006 Revision 9:04/02MIS Scoat: This Evaluation Report is Issued under Rule 61G20-3 and the applicable rules and regulations govenfing the use of so iF construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The y `y products described hervin have been evaluated for compliance with the 51"Edglon (2014) Florida Building Code C sections referenced herein. w O DEsawrfoN: GAF Roof Vent04Hon Products LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted C E e Herein. tw 9 Coaraulgo COMPUANct: This Evaluation Report 4 valid until such time as the named product(s) changes, the referenced w ., Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of �_ e4 'Y 2 this Evaluation Report by the named cilent constitutes agreement to notify Robert Niemirlen, P.E. if the product m ao no changes or the referenced Quegly Assurance documentation changes. Trinityl ERO requires a cmnplete review ot this E <i at at Evaluation Report relative to updated Code requirements with each Code Cycle. Apate itwNr: The Evaluation Report number preceded by the words `TrinIry I ERD Evaluated" may be displayed inte advertising literature. If any portion of the Evaluation Repot is displayed, then it shall be done in it, entirety. o lasPecres : Upon request, a copy of Ihis entire Evaluation Report shall be provided to the user by the manufacturer or Its distributors and shah be available for inspection A the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through S. Q on Prepared by; Robert LIA. Nierninen, P.E. nondo Resilinn o No. 591", FWdt DC'A ANEIMJ s >w weave aos+.aaa..,.naabma...^e� .r bnnaatao a to asholpOrtt T Inva YIERU does rot have, no, doesn interdi 10 xou. a way K ..he, a f Mul intenno in anY compat mamsheturing or dionbueve ploAnts it -Watas. 1. Tra"'IER .,-owreq opefned manna to, am, compat nmraf.unn a dnlnbon" nodan.it evaluates. 3. Robert Nivin-, P.E. does lot flan nor wW eclair,, a fin-! interest in at con,oanv malMattaing or distribmbg aoru,tt to, _T wwkh tb evaaatbn reports are bebg nucetl. FOF' 4. Robe Nkmin- P.E. does not have, no, will .case, a finarc W Interest in any mJn r ent ihvoh ed in the approval process of Ov, 3 Product ti N 5. this It a landing code evaWnion. Neither TrietylERD no, Ruben Namoah, D.F. ine, in any way, pie Design,, of Record mr at pioj.l on whisk ids fvaWation RepaL a previous wrsom (heTea, n/was used for pemnkting a design guoame aides: retained �^ O 2 -Ificaay for that WrOose. N t � a � O m r a. in � O f-3 N E9.O aT) W Oyj L` to m pp as U W mO 2 � H 3 m 6z eo.eb•EawnrvuR: 6.2.1 Cra, a cn4oe finch off e.n title of the ridge and cut , slot ant, ire apes of the roof measuring Irrch (for truss onstavctonl or 3X-sIm Iipr ridge pOk con Vucfion). ire slot troitb termewte 6-aoMs hom Pxh eM aM l2-iildws from by nnersectbns a cNmreys. Cut Dory rye mexlYng; M not cut trusses. Fewe A. 6.2.2 Unral Hw vent along the entire krethathe ritlge,cvreringurcut 641lm sheathing area on both ends. Shorterlergth, can bjoined by Ca &I, and b,mn lee ends. Fgure g. J I„^ 6.2.3 Appel a toad of pohnnmi die mof tease to the uMnsade M the enter, on,imerer of few yam aM eat and, cob. 211. Z vlch gavanlntl rowing was at e.h carer aM 10-inch o,, Do not use eaessia t not cement as it may rewh in \ W sbmgk blis.nog. O > 6,24 Appel a bad of Palm-1ara roof seek. in the ,nape of a'c' to Ire vndin t- a Ire entire Penmerer of Tiw op N W shingles, one tan cap o nefes du.0y over the sing Sean Nash^ a I% -loch and rwlfs (.,plied Rh the vemf fi figure C. Do t use e.esswe rwf cenwm, r e h na,ek bMtenig. a Q _. a 'ta� U C9 i ( 6.2.5 Cobra" Eshwst vent IhaM naa verson} antl Colon• Emirs xi Vem Inel gun venbnl raw a %- a 5I.-inch nomina tfurinai respecuveN. to f.-h, wmihnon. Care -11 be nkm rot to ,Ivm a anmp.t ten penis, Meng inllatan. Fe,,MD.LL N J a LL, i wen-esaa Vinbn -.. -... Naa4un Vlminn jOB NO. DATE FBC 2014 DRAWN BY tnww Aar.,rra w oeaTVl, uc twtv,dal a.rort olsp4nx.o6Ra MANUFACTURE nwAe. 4ww.wwpre r/whn: SHEET NO. Ilvdd4n r. variants Pate4aa GAF -1 fJ C—'Nava— 3—,RR—3"-r,lawaa prrav^.SWwlbunnbvrK®^aato SrwCWmbvualm--r: 6.3.1 MarkoN aM cut tN six opening as foRaws, emusVp thx 9se eMs d tN opneig ship n W. 6_1c F—a arw eM wags and a text U wh from hip and rage intanectom ortlaralrwys. w PER Rage 9aard Wt a 2/Bim opening w each ode d tN rld&[Figm A). e ii Raga goats Cmal-5/Nuts Da , on exhsidedtlre'age(figure 9). No H(d{)e Board With Ridge; Boam, 6.3.2 gxam,. Apoly. He ad d iakore t.*ft pr mot cementmiN UndHvdl d the Duns GRk.arp trot, epgesanain eaposed eMs, endurine iN "ripe edges whxe the vent meets tN shingles are sealed -a 1N ca.. a aasmry cemem. 6.3.3 WaRFUNRaidaR: Sunirpx eneeM ottN sbt, phce ttmer and conform tN Cobn•rpW veal ovx lM slot wRh [ne sent urmq agaimt tN roof:urrau. emurlrp tN yen exerts pea tN sW1 "'Mina' bF at lease limn. 6.3.4 Faxenars: For Cobra• Rpa Vain 3", Cobra- Rigid Vem 3—"r, (oba• Slow CawUy Ativamed" art Cuba• Srmw Caro. AManttd'•-r-I,. use IN r' NFhaM aads(imWded). Fa'Coba• Snow CpnW uuaaBsatWai%- W[h or Wrper. Nails mea always prwhate almph plywood dl cks a at kaa %J h Imo wand Banks. NOTE: GO recommeMs 3mcn rim skit Haas br imeeaud uplift resetance. 6.3.5 S .4aE. AttxM1 tN vein anon though tN pe nsolded nad6p holes bcxetl x 3, IT 24, 36 art 45 imh from tN pan "(Moen 48 n mp*ce 6.3.6 btab. 4pDy Me bseouem faba rigs taRtimu oyn tN krpM oftN rage udxgeN WMap/wtlxaP ohs. 6.33 Ridge Shkglla>_ lamall lalp ,hag* accwdame wits shingle ma,fa t­es puhihhed imolaton imtrunlon,, a,, Halls detaiW n6.34. Anal line,inscribed w top d tN Coda• rigid vein to. -asp Nlde C-0 heartsdpulp, LLG TvdAwuryauwwwtln,assal P.Nluatim Report m5af @.eLRf il6M)ip mynaroaro2/edas naesde ]. Btgngre PFNS RFpw6MFM5: M reWked 4 tW& ilgO 11 or AidNldy Ha g YariSdktron m wan b WIWN cIWaM the Instahatim d tba,•duct. B. M.ad,,.niRww Punk,: Comact the mandanurnm the nanwd qA Malay for idf—atwn nn Darns 1—lode' Rvk 61G20.3-I Vein— 9. Qdx Aatxawc, Eam M uL—CIUA9625; le4T) 664.3281 END M EVALUATION REPOgT- ,.arwR«ara.x oars', tu. twaxa Rym.mseF.wsap fera/Aesa Ya•Rwweavnaaa IT6i6)#F rasyeFda 7 a, 11' u ca.•Emca tgxra• FAA Cm sotp 63.t. 6,42 Tex. 1-1oot sestson to W used asp t<mpatefalam, tN vemM(I". EslaM cemx tN tempFwM/looter aces tN ridge ap sMngles at tN beginning AtN vent Alt. Note tN Wca d IN Nffie (figure N). Make sure b tlo tnls It lsoasends d tN %saaNahpn. y z / 64.3 Measure the d'ntantt ham theedrIf IN roof,Wt to tN epterror haR*(D). Evaiblhh a tfs hz aWng v-Medthe loge (figure I). Unroll tN vein aM use tN a ,Wdl 1-3/4"xrh pmv— roofing nags W attach the faa ark & Its ridge vent with tN Manor d tN INN* nip Rd wah tN chalk lira ft., 1). P,, M d wit, .,t the V i a —al EasyTttr— Iva—w antom aae the vein to tN •''opiate length. It— EasyTeaf" system can as he al kiid. uu a Batty knife b site tN t. Nag Ran WD t, are embossed on tN pan as a gape br papevtY xbchhp vein b the fool. The veins dd Nl lnedw6imM1cen*%�figure g). I 6.4.4 Ni When Iaaening the vent art cap d0NIes, be sure that the ­W­ 1 3/4-1, call awls comp*tely pnetrate plywood x prodde at Na. 3/4-Imh pmtrnion imn wand Dan.. In tN eau Ike/ do riaih that peovaetN mtluired peat ltN ha Psoceetlwith anxM1ingtlwodediN ventWNn begimang ta'uil dawn tN sxoM sae, do NOT be61n at mtl; NgW between tN fast. art sxoM ­frrot sections era then rebrn to Ixten tN Ilrst ore -foot wNton.lns will •lbw for popx fR. RmsrrA art EMM-1- Fwlw*n mNatinmslRmacw v.p f�gswregAa.vn•eeaCp fl{36TaB alaraWnp:IvRF / 6de 6.45 Instal ridge sM1irp*s W accpdame w%h shin,k mamdanurefs PSINNIied kaalbton instructions In tra, W"mm w top of tN ridge vent Rr prtger IappVp. 66 leuSUN•Roa Vtwr: 6.5.1 DO NOT uu on Mlas. 6.5.2 Intail ImSau• Rage Veal before imtallmg tN fwd sates. 6.5 3 Aftar de aaaang Nae dal leapt, If TULata• Ralp V t'Mowed (1 Wa veMatrpn), determine the ne[mury ,lea apeairg M dr"ofl aM ca tN ,Wt "'Haig, -ng tN ends ofRw ""'Mstop at least 6 inch hom I" end v andaaI t/2' h hen hp aMhdge mtersxtun achimneys. 6.53.1 Roofs a*taIat Hale baud W, a 2/8wmn opening nongtNridge m each JFigme A) 65.3.2 goof, wNn a,Wp board' Cut I V men opnap alaig tN Mp an exh side tfigvre 6) 6.64 ImtaN an 1&inch wide upon of ASTM D39T8 self-ad]R*Wg leak barvkr iM1oaWg FWMe Matewde prodat AppoWl or Appoud on a EOoI Baas) from iN edge d tN edge sbt erteiaup down inwards tlk rod axle on horn side of we sbt. 6.55 %xe LN Tau W Rage Vent 'roar the Bile FWt, "poked- art c ,d over IN ntlF sea, art atucts usf m 3 h leap mg-shaM nails though d Epee -mottled rail Nees an tN vea, heated 3 W from tN enm IN 9 h c. fasteners sNM pnetrek tMorpM1 pywood decks a embed minmum N"xch into roots D,M dales. 6.5 6 Connmm mea tN kn6d' d am ridge, amine tN iv*/fema* connectors b comxt unity Eat— the T - had MMs ksckrde tN prt maaeE end caps CPver ap epposM nail NMs on iN vMnt rout, siNcme Hulk. lntag a bead d e - paCe sY'%aN uxant a[ tN downsope Wdmg edges d tM1e edge vent x the',crap^ d tN kaMp Mge M tN W. Miner beWw 6.51 I IN top man of TmWW fie• dates, ti e,Mcak" IN 8 Mdslum Bamer >M 1,iAlate• file, data, 'm cadame -a WF p blN inst 1l .-nsnuttWrss. I—K TmSat t kn sea es wnh 10 h eapsaa usiip mt-5/841Rn Wry de Y screws through pe dak,d l ks thr gh tN dpv to engage the wood deck. FxeMA4sah NW dNipS LLC vanma.Ia.rwad.,sm ,valaatbn ra W't m 506ALN-gf u2v n rwr*nR.o aai ropey DF REVISIONS NO DAl"E DESCRIPTION y � C •2 8 3 � C L � & 9 a C �a` E U . o a m LL 'yC m � m N p � m < E D'g W 2 g d sLUps � 3m' J 5 Z NON W LL > a RL CL C) Q U- U Q O X w 7 a co ocli R It O _I LL JOB NO. DATE F13C 2014 DRAWN BY MANUFACTURE SHEET NO. GAF - 2 [rrpRt rain sin R Ptlt U3 (TST t]AI ASTM D3t6; m15C m46I 1a 539H 03/31/N1T ]]AI IS;tra 0111; D715a mall IICA989N ml1VX311 UlV4p1 UIITST 1IW4 TM p31bl.O115a 03462 ASTM is-1, OTlsa p3a62 13CAa191Y 31faNBWe t2ro3/m11 12/Dd]mll UL1m 1140) ASTM.141.-1., D34G2 il(AaR]l5 11/09/mlt U` `C.InT 9a2s1 sTM o3e62 12CA-1 Talv2olx r Irs r%2B1 Uk W Irs'%ZB) A". os -03161 IXAS&IIS 1E:a3i9183 m/.mII OU1NN33 UL cm96I91 ASLM.", 13CA323RZ 06imm3 I51 s`NP ASTM m- S.AI2934 OB%ol/m13 u [. Iqw%ssl Wafiin-lit nsRSlbn pricier[ I111 MODik AL 1.1/21/Epla VI.1lt. blue 96251 L LIC.ICIU4 %251 -InCmlml ouaaty Cwarul rrsPw.'tAvn Repot M; Mynllown, PA Irnpectim Nepw, 111 Tuxdoosa, Al 112/06(201 nVuy"o5 LLC.(WA%ssl cavllVCwarol tom Report, RI3.=NIwia Cry, IN m/19/onus UL,Ul, LLC Ilan %Isl ovally Control alwman Aepars, RI,. Sluflnr, U UI/m/onus III,LIC.(UVa%251 IN, us. row.%IS) Ws", fantod nwpv Convd Mxpellan Report, R2l, Savamah,GA -N]xlim NepwI, A11. Mavwapok. AN, WB/ails -IN-, L, LIC. ClA, %251 OadlTvfamrd IAspeemn TiaTron,-.Urvenan,iN m/10/2Dls IrRus %IS) prAMy CIA- oar pricier, aE; iYNimwe, MO m/i1/2a5 lit. IQISA-s1 UL IIC.Ir2w%al ovary Caarna o-Aaly cmud rmpeniwrq-1 R21, Tamura, Fl InsOxtion Nel, 121. Days, la pa ram/bI, OVEs/MI5 UL LLC. IOUA%2s) a. LLC. IOUA5625) QnaalyCm1rd CanRlyCm-d non Rn,o Ti2; rnnm. Tx brspnall Tinian, R21, I-AnA,G m/al/2D1.5 nVorl.1s paopuCr OesCastrw: A.1 Axolult ShirMkz: 4.1.1 Marquis` WeMMa4aA•, Royal Swerelgn• aM Seminal• are a f�ergkis reafmcetl 3-lab aspM1att roof ikrgles. d.1.1 ramebl•, Umebt• II. CaunUY Marmon• il. Grand Canyon•, Grand SeWak•. Grand SeOrqu• Ili, hbnaco•, Slem , rrilbenme amer;ran Herren•, Tv]roenNR• armwSnkW^ u, nmberlilR• Natural s)uaow•, TklbedNw ND1, Tmr 1-- Cool Series, Timhedirw OR, HD- And Woodand• are fiberglass reinorced, Ymimted asphalt roof mingles. 0.1.3 SlMairw• 11 fibrglass reinforced Stab asphah roof s inik. a.2 Hio 8 Raeo SNNwks: 4.2.1 Saal-AArdge• Raga CAP Shingles, SRal-ARi p- W Impac[ Resisbnt Rime Up Shingles aM TrmberteA• Premium Rage Up Singles are libergkss reinkrsed, lip A.W. I* A,uls roof'"N s. 4a parer vria:; d.111 P111 taD t• Startn Smp Shirgan and vNWNTA,Vo,k1I- Premium ravATAU, Starter Strip are starter stops for aWi air rod sMrgks. SMrtATIDNS: 5-1 ITrs s a busWing Code evakatbn. Neither TIR"IEAD mF Roben Nieminm. 111 . are, in ANY way. NW,Designer INec Record In, Any Aprolxt IN,whxh this Ev WAIN Report, m Wnnas versions mIlli1, n/was u for cermmiN err dsls18uidave -mass -red speclficaXV fro tat pinoln. 5.2 .11 EVN-- Report is ml for -se in the 11-H 5 3 Fire Clasd( Lion is rat pan d (his Eval - Report: 10n to Wrent AWnviNJ Roofirg -liafs DNecimy for fire raring, m mh Rod,it. s.4 Wild CNiraxatbn. 5 4.1 The WT Mphah shingia, nnhj ins Section 0.1 xe ClassifiM b n-darre wall FBC Tables 1507.2.2.1 and N905.26.1 sot ASTM D3161, Clan F old/err .IM D7158, Class N, Indic onli , sMngles xe arceptabk k] us in AR wind longs W 30 V„a = 1%mph (V,A- IN mPhl. Fula, t0 Secrion 6 ton irzWBalan requalm-1 W mart rids vdnd 11tan. 5a,2 The WF hip 8 lidce mingles Intel In Section 4.2 are Cusa ied in x'com,ma with FBC Tables IW7.2.7.1 and R905.2.6.1 to s- D3161, lass F, Micatag The shingles are WcelNAWl Ion us in all w-a ]- up to V„a = 150 rnph Iv. ° rN mph{. NNn to Snton 6 fa Instalktan requxementsto meet This wind anrrg. EXTERIOR RESEARCH & DESIGN, LLC. Cer If-iyAuthodxmim a9503 - 3S3 CTIMSTAN STREET, UNIT 813 PxONE: 1203) 2Q2 9245 FAX: (203) 261-9243 EVALUATION REPORT GAF Evaluation Report 01506.0L08-R17 1 Campus Drive FLWI24-RIS Parsippany, Nl 07054 Date of ItSUNaM: 01/03/2008 RaNd- 17: 0313l%MLS sCOPE: This Evaluation Report is sued under Rule 61G20-3 and the applicable rules and regulations governing the use of Construction materials in the State of Fbrids. The douussematbn submitted has been reviewed by Robert Nibninen, P.E. for use of the product under the Fbrida Building Code and Fbrlda Building Code, Residential Volume, The products described herein have been evaluated for Compliance with the S' Edhbn (2014) Florida Building Code sections noted herein. DEa0aPilgN: GAF Asphah Root Shintles butulN6: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CORnwR®CONaEYRCF: This Evaluation Report's valid until such time as the named Produst(s) Changes, the referenced Quality Assurance documentation changes, or provisions of the Cale that relate to the product change. Acceptance of this Evaluation Report by the named client Constitutes agreement to Notify Robert Nkmirien, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinAVI ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. bVCRgstMENs: The Evaluation Report number preceded by the words "Trinity H ERD Evaluated" may be displayed in advertising literature. if any portion of the Evaluation Report is dbpfayed, then R shall be done fit its entirely. IRs N CT IN: Upon request, a Copy of this entire Evaluation Report shall be provided to the user by the manufacturer or Its distributors and shall be available for Inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through S. Prepared by: P` Robert LK Niemb en, P.E. .-Is,Ras-rian-59166. F/mido cICA ANlsiar Gmwr Nvcv aoBeeaarr: rn•z.�ronw.r..anw w<,r..�,r.s.n 1. T1VNy1"(T does ,pI `-, nor does 41-nii to WWI- m IN it WW", A fllamw int- in Any company manufacs mg or diumannig Roducls N avalsaies- 2. Trini"It.nrat owrwd, operated Dr conbolled by arty compay/mamaxtuNng or dislrioutIn products Rnaluxes. 3. Robert Nkma¢n, P.E.4oes Nor M1a w nor -Ili W WNe. A finarvial mtanst in any <ompany mamfactun% or dhfrRAN.g Roluns In, vmirh the ewiwtbn reports xe being szrNb. 4. Rebert Nkmirun, P.E. tices m[ have, oar will RWire, a firercul clered in arry miner entity involved a the alproyl Rrcess d t1M prmluct. 5- This is A bu,W,, rode ensisamn. PAR.,,,T-1y1ERD ram Robert Nleminm, 1,C are, in any way, IBC DeNgner of Necmd for any Roiert on which This Evaluation Report, or Rerlms versions mall lif, IVW., - fir permitting or design guidantt unless retained -ItiraR, for trial Wrpose. 6.4.2 InstaOxbn of Timbertea Premium Ridge Up Sldngles shall -a, writ sire man-t.,t vas r- rat DubRshetl wild A m Iwo (2) mils, minimum Vi-h head diameter, Rr shbgle and beads oir5onrrebmn NP3 G..., de Po1Wlmham Sealant or Henkel PL Ring and Flashing Seakm. 6a'I Fanerall Dull 1N in xcolb- wild the mamdarturei i published requdernmr, but rat less than FBC 1507.26 or R9UT.2.5. Stapksanrrmpermitted. 7. uatslNB: ,'I Labeling dui b in a¢Rdarce Mm tM IlRalemems the aax-Red Quahw Assurame Age -noted herein. 7.2 Asphalt sK,& wrappers shoe indrat, compaa,ve wm one of The r,W*,d Ua,,Ifaanons dWaded In FBC Tabb 1507.23.1/R9m.2.6.1. t BtlagxD p-R[gaNeoapls: as reWNed by ON, Buydng ONirial or Authority Having IurNdN.fbn in order a propwN ewluxe the installation of th6 product. 9. aR-AcnMRa6 PIA - CowWt else rurtsd Q4 cant, for Infamaom on which plans produce produ[h covered by FMaa Ruk 61GM-3 CM NWNem -, ID. QuwnASSL1RAnra' ERmv, UL tI C-QCMliin: (Ra7) 664-1281 E NO OF vALUATION REPORT - I- RauamN orb Dens, ILC. EvMvalion bPa/I Oi-n.saAA, FMariorRMexdraM Oe9sr, lIG ErNumbnINPM 01506AfAaa1] Ca/1yRxNRd4aIwIMM p503 FUN14At5 CernpmAe a(Audnllmbn.NSpa N013aa1s Redsbn 1]: m(3Urna McWlan ST OVIII.. '-I.$ hRRSds Ro0Ras $ystoAS Eya- 3. Sox I: PraJNa C+C•aaay: Rootan $N*-caNtortt Asphalt Shingles CAliplamo, SUrawanat GAF A~ Root Slskye, as produced by GAF, Nave dernommated mrapasN wNh [ire fn-Ift shorn of Tb Ftanda 11saiding Code Aab floral& -Ur, Code, Residomal volume through trtkg k Attmdaws, with the 1.0.04 SbRlxd; Canpt-va, Is wlaert to the Insuatur on ReWiremems And IbM WNRA, / Crmdmons of Lae sal froth Herein. Z. $IANOAam3: to a T50].Zs. 11903.1.4 hummt mva AS-- T9N - Z11 1. -.11 al W6rd ResaWNe sIM m1. ISM. I.T.; Miss- I Oka Pad-ana AT1M m- mdR ISOT.Z.T.1. R9m 161 wall M1tixarrre Ts lr 19% 3. R6111ENai: t9a GAF PDM I9IS1 letiwdEmdnlNrry Teal ARage lniPart TiCffilamg ov13/- MItSTSe]el st WFffi902-01 O9rov2s]oa rMlm s8761 -2 ASTM RY6z GNOm02-01 m/35/XbS talm, selsl a IRT ITWI waa Drhem aria sTM 0346E .1oz _ 3Na- o ol/zlymv l f.Avar u1111'. sTM 0W2 . 99NEalels 0uIv- 40 i1lMIITI 1s 10r SANa9612 pv r0m VL(1s111.) s1M pl4G2 mNMXi6T2 Dv01- Ul(mI]aI IIIITST I-) Mr.. 1M,TASl07 AS1M p3161 InNNST7l Ol ANCI 122 o5/It]'xMt 1WV-t m (1ST 17.1 Ai1MU3462 01-1121 iv19/2m1 us(.T I..) AST M D3t6;Ts1DT O-1- Oa/1D/lm2 elm l]4M asTM Diu."As., .-ISmro9/Nni UIIRT 111Z Ul list t]401 s1M mill Mr. -I 0-.1 IS I- m/11/1603 Io/llfloor UIpST 1T401 MTM DWGI TURAINer ow7/2" rx Rm l>aA Mr."" not II, so iE6/23/2004 "I(1513]ao1 MTM D3161 aNR30546 Q3/lO/Ims Ca (15i t]a01 siM U346I aNNEZm9 OS/m/ 5 IA I15T 1]aq UIpST ITa01 ssM Ull61 AST M 03aG2 aXXExN9 m..`S2. oilow m oV30/Em6 Is IIsi l]bl TM 03161 mXv7924 aV'lll2opr. UL(-"ASTM D316; DX6E D6CAl- iwym/tOm UL(TST l4) ULITSi 1]4m ASTAID3I61, D3462 ASTM p3161, 03462 06cA1Rm4 06CA35I. 06/iG/E004 30/lal- UL(tiT 1-i ASTM D- mCA31603 taim/ 06 UE Rrsr 1]4O) .1M U316; D3AiI 06CNtp35 TV17/2m6 111rsT1711 U1Irsr I- ASTM 1. As milt 07-1. m(' 1161T m/13/lrlm a/N`NeI UL(1S1 I'"s1M Di161 - I- osi- 0/ LA TST 17' s;M m161. D3462 O7CM1741 IUCa/2m] a(m IT401 ULITSTl]d0) MW D3161. D]15A olWl 61, D31G2 fIRr.AR61m 07cass,n o3/l3/20m or I/- I.(T]TIIaOI slat o3Tl; DM62 0 ros91 m/Ili/- IMTT]a01 .TM pupal.-1 09rAO6a56 m/1v- mDlr1]401 TM m161, ml5a D3462 aNwDYA7 evol/HV3 wlrir l>401 UL DST 17" 6; m15403461 3161. m158, 1, 09U2718I 1OCn ,. ii6/21/ZDO9 rams/m10 III ITST IT40) sTM D3161. p/15a p3a62 1OW36B6 M/15/2010 UIIRT"" ASTM nPul Ia�Nlaa mIrmin UL ITST IT401 STY D3462 -..I IO/19/2010 VL(1ST 1-/401 a IRT I74q siY p3tli. D'l15R. 0.1(62 as-m161,.,A ON42 sMXT-s ImY12D]0 ro(win. I1Nr:'m10 U IRT 114a s1M m161. 071A ma12 1YfMGlm DU3aroI0 I--RueertA ad owns, UC ewagrrmedAaow:PdMawso3 FwbNfwl ReptaSaEA;0aaf) R1 a - NaaabAv: Wal/m1s esse3ml 54.3 CYssdicxim Iry ASTM D7S58 applles to eirpowre category e m C and A "to,, hegM1t of 60 Sam or less. CakWtions by A WalN deann professional a1 reWiretl for coner.m outside It- -Aatonz. Comxt the sM1m9k Wfxturer for data swan to exhsM'spe, 5.5 All produru in the and aswmMy shah have Wall, assurance WAIT in xI-- -n the Fbraa Building Cade and F.A.C. BUM 61G20-1 INST -- 6.1 U1r0erbyment. 6.1.1 UndedaymR st sb 1 be xcePtabk to GAF and In.al WO cube. Fbrida SUdev- Product approval, or be hall, Apm ,,W1 pro Auk 61G20,3, per FBC SaNmorn 1507.23, 1507.2 A os R90S.L1 6.1 Starer sh."IT,, 6,- 1nsW!U an of Pro -Start Stan¢r Strp Shirlglas and Wexha,1J6cke1 Pfamam Eave/Rake Starter smp sm" comply.0 the in n.fxturefs 1-ar, puW.-dinstrsittlms. 63 AW"Stwnln: 6.3.1 Inslalblion of asphah shanks shah Comply with the ri-t--es current publutwd irbwlars, using mAvr-.law (d) roils per sh'mgle in xcor lane with FBC Sermons 1507,2 or R9p5 2, with the folbwug -ions: " Cameb; Camebt II, Grand Canyon, Graml SrWala, Grand Sequou Ili, orb Wooduln require mimmlm five. (5) nails per tan se, 9aaare.eWves minimum ill (6l mails per shIIr pI,. fi.3.2 Fastemr shag be in Wosmu v:e with sanuixunles published requirements, but rat less than FBC 1507.2.E or R9051.5. staples are rot punamad. 6.3.3 -,a tiro roof sI- creeds 21 slats vertical In 12 urul, -.oral -IA methods of fastening are reoared. Com- UN shirnle lots-f-T for details 6.4 Na, a Raga Shanks: 6- nslallm nd*AfA-Rage Ridge Cap SMngks and SeaFAAage lli lnoNAT zistam Ridge Up Rallies SllaR comply wNh m ]b madarial" i mrrem Wbadud indnlr[onz with A minimum two (2) As, minimum 3/8-moll head INA-r, cer mimic and na wn,10.25-NNh dametn beads of Hedwi "loctde Pl SID Rao(& Fkslirg Seskm'. � r a l f akaiw RenaNN era peryr, LLG «yadRmle ry 4mhMYrM rl9saf Eraawtial Repot OISO6ALOFRI] wu/ ReMWn 1]: gTIA.I NT. 5 aRams REVISIONS NO DATE DESCRIPTION � e ; O u d pN 00 2 9 O C a ?b E c O 9 a e L yIN C .G •x .a W T E O u A E� O ry � 0 m F B A rn Q AT � O � O W o y�j t N AT � U c U F- 3 CO J N H T- Q a a Q Q LL < LU V J �Z p to (A LL l7 O -j N LL LL O _I LL Li JOB NO. DATE FBC 2014 DRAWN BY MANUFACTURE SHEET NO. GAF - 1 ,nsmm< lrob LH<. AaoHr.anan HM Tap..> sna..l su,rn,ra stwaa Fana Mwrmm FRc san acm x<fup ual,a s<a, t ;: vraaape prml fl e APPIVaIkn TIK code Varibn App—, It- 7ea­ Reaeserealire me,ess/Pliprp) . Q_ay Aaw_ neat Addmss/Ptgne/Emai Cawwy SuOcatepay fvaluatnn Report fbrNo ltceiu:e Qual ry Aswmxe Entity QuaIM Aswrame ipmrntl EapTatbn Dah VMMed By rmarare a maepewen=e luk,e,Ked s<arimrd a,w Year for stawma) EW rvakrce of Product $IMIdadS CertMed 0Y Product Approval Me. APPM,—t NMaa n-13192-Ra Revkbn 2oA Apaered 3amaa 1Wdk Bu"ft Prodr , 1M see. 250 Misabn VNj9, U 92691 0909) 3a4Z9Z) Ingaaerp zRtMlameaMrdk.tom Mrl6slreaq.alw0l+rMslwrdk.com —a., G 92337 (9W) 349 2927 grgaAen9.thu@ja�rcsnaroie.NRn -rat M 21N 0901 nril Are. fadare, G 42337 (5091 319-292) gm3cOmq.zhu®)amesnaNk.com Panel Welk Mnq EvaWti,rn Be'p9rt tmm a ibrN RegiRered ArNaec[ a a LI¢reN Flprba pmlessional Ergaker e.w»»opn Reli9rt - HarotpmReared RonaN 1. Coawa Pf 2a131 imatek Testing services NA tnc. - ETl-- Hersey 0110IM17 lolm SOWud, P.E. ValaaGTn CaecWM - Hardmpv PxtiveO ASTM .1 — Yaal 06 2007 -TM E33E330 2002 ilwaa Licensed Prokasiaial Engbety w Arcfipe<t Mempd t Omkn 6 Date sub — wtN—I Dale Vapdated OB/26/2015 Date Pendmg FNC J, p ttl i)9/0)/2015 Date Approved 30/16/20t5 a —dPtadum R e Model, Number or Memo OemlpNen 13192.t Cemplank lap sldlr,q Rber-cm�enl Yp saing or Upe EAYaMebop amtrwbwa , AWat, use M NVML yes Ap ed sat, pNwM beebiM NVML vez 3mpeQ N•tlelnt4 N/A � prepare: N/A fiber: For M INHZ Imeall ., use m aumdae,ce mat NDA 0122.0•. la i Dg 24121 C,Met,. cr w. nd av t.mtecerd.,x T1a a aro• no EValuWon Rppwb ` 1CeatM 1,y lrkepeMMd TMrd Parry. yes Florida Product Approval Cemplank® Lap Siding For use inside HVHZ: Cemplank tap Siding fastener types, fastening schedule, and installation Shan be in accordance with the Miami -Dade County Florida NOA IS- 0122.04. Consult the Cemplank product installation instructions on the follow pages for all other installation requirements. • 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. ,S'2!o CEDAR BEADED CEDAR BEADED SMOOTH S care -. -. e sd g Il tl t~ p Ill, Ill H1C F Ca vla 0 14ef M - J 1 m �- �, i; pop -. M t 2 'ee a me C he d p dJ I neig n nn - ..- dId"l, Fi4ae9 o. dL b. iween I!',P aai,t Fs3r .r3d6 F19— 3 tY' r Fly,ea .,- S:rlr�.m'li Fga re6 .. m9 ?r1a'lu a - '9l r-9 NPn +�P le•T I r.E� teem If ti ; e E Ex>.u,d Camw dpod t otln"T^ d :rve nw 1 dM 1A RaS gig. 1� F.Nu�e �l _= 4 d1•S al W C - n m llllll _�. _ r re vae �nL x rs+a.° 1. - Awe ,,, Fill-9, KicXola Flashing0 9 ate h xn d k q . ,nq R' k k0I s N t ih a:d 1. nd the Ofdn o k ecl:M', - nGkod-It IPr •vnnmg6 the roof avM}l0 'h deg. Blind Nailing is the pridamed method at installation im all f>u waagaww ml ee,werra..,<a<.a�+Naeea,re:a.m nnu aore< Cempi.*' lap siding products +Me a rax�aRi.mdmaR>;o-y BLIND NAILING FACE NAILING Nails • WDotl Framing Mails • Wood Frammg •Sd7 ad 10.". s<uk. Hp 2I 431 rN f013:h :k eE HD 2'1o9. 'on31 •I,q -m'.a naB'D 12 'ltn f+ 1.71 H q, , Sd yl.,il ���)•eha kx..'2. 1 HC .. Suer St ! It— Sue+Ys - Steel It a rll •R1_­ "q P�^.,ed ©r glP-fsa.. tiN 3l9ngx r:.rale3 ,earls E,,.re a, 1-c.;. 1 -.: IIJ�S.-e',t. ,.. .•nr.... .>:. .J'x,a ,,..roc - Nail Steel Fran ng Nails Sleal Fran ng 'H,Bx FP xam •E S..e ,j' E s aA t.;� s:A'. [; F� 2 N s ,E..e ra •mr nv,.. is N et21E .,.o ifrsmirq OSB minimum 7,19' DSB minimuma22,' HD * 1 12" langr - •PtbM'..'.x.Nead gra.On.,No.E gr''... 2•-._ _.. F�g,.re to .. .,, - i bNnd ra,l . Z,>,� ar.daP b,eMn Fac< mBema Ma �R I, i ,- rl ,...v.c a,l'aJer niladahn•oi path lMnsa ip Fa. -'B II C1 1 a:.c:s i1 sr d> td.�e�•ya P �'. t 1 � C e 1I Dr Uen C `4 a':r . u.rsr rad..> c-�z ,arre.ro.>.. <ee. to znF d n xa taEE cc A 1 e Oo na use alumnum eaden¢rs uaples or cspitted raatl Is r e ry p q ux. 1 It k W"7 M M e 5, f I tn. ,gayety C- t irA IMSl t M'+P Cpih hP d p (S`S,vl ,d � fist PYyn e%STM Cr,dt, 1 E.en+ de a ds Gda aiW' ni P.` - + P §u }' a 1 a+aatrET. x•l e Jo rr1 Pa a 1 _ n T •r.h .,e 'a .aps xn •.i.'n^ad+.E'C .. xr wrT gY iCUEn-Prdrr 'uCM1VV 7a As _., x2'�L.a..,r i yd "',to IhY+.:i Cn`d 1 ircaa .. 6 'k Fa:torv8 .ilh qy :Ml cn arx�ta myruF &..,7c•,n,n ..a P +nrno '8;. OrEOtl r_ cdF 4Nre n9-ra Aare k.e ;aat, tr >,,..'...,. . ua'to- trL t ,f 12 Pon,,.d., to r?u e ersie COJE1A,E AHFn ilr121:4NK LP/'31p 1111Citl To,A 31 vsa[y'4 ,ttt fo YaAaOles- 0 Ih�w ilesgn. i*e REVISIONS NO DATE NSCRIPTION v o i ` e U a y e_r e y C'3 `t E c � 4 V Q K, 9 C v � w v_ = G R $ m c l0 0 y $ 'C d� v C G r N O N > 0 ) c rn O L 0 O N N W c n= N o] lr) EL o c0i U o otU c3 co o T— a� 2Em' cov O N C d F cm3 F— Z Q 0/y m LL W a � U Q = Z U W U 0 a o N� 0 LL JOB No. DATE FBC 2014 DRAWN BY MANUFACTURE SHEET NO. HARDI - 1 v.�q!fi r - w.r, unite wvm irx. ra•Puarm�• rmi ,.� enter m.mera snsssrxo wlvKx•on rA. scw ens sxe n+o iw swra rl v it16503-RI • APP4raden ryor u.+san Cove Vcsgs >Dta Awaranad stm•: APProvm omit Hawaaww KAtrnx w am.nrProne7Emaa t trenw,ta owe PidYwd, W m4 e (W6)553-6ai8 n0 me,.yvaw.<ptPPrmt..ss.<am Mvnr•r.zM Sgnazve lo.x,oex Alev erMacN A<or- ew.Jo.ana�arPaPwwrx,5.� Ire L Adw yPan/Errua wERq� VT Ose95 !�661)353-Sw9t . wrddegawrodam.som QuaRy Assurrce ReP•cmrau.e aeac vrmne/E�.wi w z�eova� ps+ys (662)25z999t peJuidrrepxpp.0dvcrs.rom Crt<WrY Su6tatryory Pent wars senxz Compla,xe Me[M4 E+W,a[wn upon fron a Parba as - M<SRen or a exensed 1- PrNasona16 Ewluxwn - xxdwvr Raelved aeportr nft Ew r Armnec Name.ww aevewoeo tu. aoxrt J. A,mrwo. P.E. gwNv AsswwSe a .r, 111 ,.N ,ua Tesap, uric. Qx AY Asswan'e. Convect Exlwapon pate E/31/2036 Varwlc0 or eYen N. UrMr, PE �.al-omcNta. rra-ey •<amvea ur.rercm stxkad aria rear (din surrdad) tilio6L! TaRc Sires p36]9 OW A•.Ta E330 ]m7 Senlom from lac Code Praaw.t Ap .- Nano- laeme4 i OpUm p Penwry rtae swnmm sure I -AN oae foc AttvraN Daze ApweYed in Rvmrrrary a Prddwv au.e4t, wmoa a ItarRa 6501r VMryFvc acid AWrmman SMn tnrWa w- FPweacar=IsrIM prho APinnid aces anrtvtle thlrZ: res Ptl RWHam: xo oevpn Pre••vr•: WA OtNr: See tnstarution imiructgrw tw peslT, Nesvxes 66ra7yiots owtuzdts mI.:oil m uttlots p.unlma, See imblbum imLixfwns rw Rohxt elodeH arcNOeU. [NbenRM GsperHaan• ven �h Pooertl awxum E xo a9]51 Oy In4apa�eMu Tin Pxry fees evMwuon ew•.rs Created M r,gepwremn mra vxry' vez.: fflo"Iff A Product Evaluation Report Date: June 7, 2015 Report t 12241 Report Revision Na.: ' 1 Project R: 415-02M Product Mfg.: Kaycan Ltd. k Memorial Drive Richford, VT 05416 Product Description: Kaycan MrWVC and Aluminum Soffit Product Category: i Panel Walk Product«ub.Category: Soffits C-Pua-MNhod: Product Approval Rule 61UO-3.WSjINd)- Product Flalustion Report by a Licensed Ptofessional Engineer Prepared By: ( Robert ). Agxlruso, P.E. Florida P.E. No. 49752 PTC Product Design Group, LLC, PO Boa 520775, Longwood, FL 32752-0775 Florda C of A No. Z59M CERTIFICATE f 1NDEPE74DDIDE PTC Product Design Group, LLCand Roberti. Amoroso, P.E. do not have, nor wiffacquxe, company any firwnciAinterest 'n the m facturing or dismbut ng product(s) covered be this Product Evaluation Report. RTC Product Design Group, LLC and Robert J. Artromso, P E. do not have, nor will ...inn any financial krterest In any other entity involved in ftn approval process m testing of the. Product(s) covered by this Product Evaluation Report. "'CP -Design G-P. mP.O. tE M775-tan vi sea ms:l Phone: 321.690.17W W: I21�1789 Ri feNgcabon of AuthakNion No. 2S935 AN"P'' (w Digitally signed by Robert •�` 4,r J. Amoroso DR: cn=Rotten J. Arnoruso, o,-PTC Product Design Group, ertuR-obert@ptc- corpcom, cd.ls Date: 2015,06.07 0956:37 Evaluated by: Robert J. Amoroso, P.E. Honda RE License No. 49752 holed No. 41S-0229 RODerl 1. Ameruw, P.E. Prod-ewh.sma R- FLNO m No.2241,11- 1 Pa3e 1o16 • All testing at 1.5 times led design oreswfe shown on the installation dtavn w . R703 k 31nad Resistance • AN exterior wags, wait coverings and soffits shag be capable of resisting Ile, design pressures in Tab* R30U(2) Design pressure testing satisfies tNs teclW, m nt. See section 1710.9.4. ,R703A1VmyISiding • R703.11: labeled as rontonning W A5TM D3679 • R703.11.1: Installation per marwlacturer's installation instructions. PTC-0 baFgaGmrP. I1C haled Eb.41s-0229 R06eR i.AmwuEP, P.E. P.O. Roe 520I15-tonryood,Florida 3]252 ProhrctEwlualton Report It-49752 Pedro: 323d9Pt70B Fao 321e9 Vft Na 12 LINw.I PW3&6 TOPE l4rtNlotlon olAuthorkrtM No. z5935 A90"' A SCOPE Evahute Kaycan Vin tilPVC and Aluminum Soffit for conformance to the Sun Edition (2014) Flotitla Building Code and 5th Edition (2024) Florida Residential Code ezchrdirg lbe No Velocity Hunicane Zone (HVH2). CODE CONFORMANCE The Sth Edition (2014) Florida Building Code (FBC) And 5th Edition (2014) Florida Residential Code (FRCT requirements specific to tids wodoCt that have been met by testing (Refelence 2), eniffi-ing evaluatlon (this document) and engineering analysis (Reference 3) an, the following. • Sth Edition (2014) Florida Buikkng Code 4FBC). Building Volume 0 1609.1 Appgratiorn • All eate,im c-ings and so(fib shaR be capable of resisting the design pressures spenifred got coniporeentt and Cladding in accordance with Section 1609.1.1. Mams wowed Soffit shad W labeled in accordance with Section 1710.9 of this code. 1710.9 5❑ffR • 1]10.9.1 Product APP-1 • Product agxmal re Wired. Net free area included in Product approval documents. • 1710.9.2 Labels • 1710.9.3 label Information • 1710-9.4 t-allansut • M-Aactreed soffimshaff be tested at 2.5 times the design pressure. The design Pressures, as detenrxned frron ASCE 7, are permitted to be multiplied by 0 & .1404.9 Vinyl Siding Shag be certlhed and labeled w mrdmming to the requirements of ASTM D3679 ., 1404.13 Manufactured soffit materials and systems shag be labeled in acmrdanue with the provisions of Section 1710.9. •� 340t.2 Combustible Wall Coverings Rlastks complying with Chapter 26, 2605.2 Plastic Veneer- Exterior use Plastics complyng wild Section 2606.4 2606.45pedfi ions • ASTMD1929,SelGlgnitwn Temp>65TF(343'Cf Per Reference2 b and 2 c this is met. • A5TMO2843,5moke Densny<75 Per Reference 2.b and 2.c Mis'a met. • ASTM D635, Coss CC-1 or CC-2 Per gefererrce 2.b and 2x this is met. • 51h Edition (2014) Florida B.Rdkig Code (f6C), Residential Volume R301.9 All etderlor coverings and soffits shag be Capable of resisting the design wessues specified got components and cladding in accordance with Table R301.2(2) as modifed by Table R301.2(3). Manufactured wffts shag be tested at 1.5 times the design pressure. • Design pressure testing satisfies his tequkement- See -ft. 1710.9.4. PTC Pia.. Be*. G`..P, llC Project Np.41S 0129 Rdberll.Amomsq P.E. P.O. goes 775-ta'R 'tiodda 3]252 Prddust EvNuaHon g•Wrt iLNo 19751 Phone: 32lH lm Fax: 321E9 lm Nor YAl,Rw.i Page 2 a(6 iRPF Qrtificrtlon of grrllwrhatien No. 25935 A100"' A In accordance with the Sth Edition (2014) FBC, Section 2605.2(i), Plastic Veneer - Exterior Use shall comply with section 2606.4 as follows for Vlnyi soffit. In accprdance with the 5th Edition (2014) FBC, Section 14049, WMI siding and Soffit shag comply with the requirements of ASTM D36]9 as follows. In accordance with the Sth Edition (2014) FRC, Section R703.11, Wrryl S!ding shag comply with the rera iiennents of ASTM D3679 as follows. Tensile testing was conducted for the aluminum soffit h w-dance with ASTM E8 to ascenain product minimum strength properties. Test ifalda d Mceptanm CrNerf t P/F N/A Tensk Test 0% S..M Densityl <75 Tent, Class C-1 or C2 Nine-ml code requked. H Tess Report ProductV<lat 65OOF A7 5598A01- I !(3/2008 Vinyl Soft Passed Tested 8.1% m3.e 9IIvf C-1 N/A 106-1g Aluminun max ax .,I Ftu ksi 559a82 4/26/11105 .18 f Soffit N/A N/A N/A N/A N/A NIA Min F[y= 9.86 ksi Min =21 PTC Product'*'*" GmaP,"' Project 7a. 415-NI Robert l.Amoryse, P.E. P.O. �ea$20775-logw-I,R-M. 31.52 hodun Eralurt)on Report l F1No497 3252 PhOw: 1 id61)FO Fu:321.69R-1>N N0.21al. lle..1 PW4of6 R." CaNflntlon of A.J.A-. Na. 2503E f REVISIONS NO DATE DESCRIPTION e � _ C � m 'CC as L N O d. C u E n C 4 as ` as Op C 'O e a a � L� c y •s � "e Yr s ❑ J. 9 EE U m OB O jq y LL C L cm 4) Cf w A O a• m�< � � o N 3 � CO O U W � of N m p s�U L �+Uo 1- 3 m iL J F- LL O O LJ.. a oQ a �Q Q Z Q Q ~ C) LL 0N Of Z d Q Q p r O I,_ I.I.. JOB NO, DATE F8C 2014 DRAWN BY MANUFACTURE SHEET NO. K-1 �-A� Ar"""". A Design Pressure Ratings reported in Reference I.a are based on Structural Test Pressure delwmined by WAM (References 2a and 2.b) to ASTM E330 02 in a manner simulating suffit installation shown In Reference la divided by 1.5 in accordance with SM Edition (2014) FBC, Section InO.9A and Sth Edi ion (2014) FRC, Section R301.9. DESCRIPTION AND INSTALLATION REQUIREMENTS OF THE PRODUCT See Reference 1.a for description of soffits covered by this Product approval document. See Reference I.a for installation requirements. LIMITATIONS AND CONDITIONS OF USE This product evaluation contains or makes reference to specifications, technical deta9s and installation debt and/or that pertain to the r use and/or installation of the product s sifted herein. ama Pwt wovePr P< specific limkatiom and wMrtiam of its use incWding but not Ibmiletl to the following are contained in Reference 1 and are the subject of Product Approval in acordince with the State of Florida Product Approval Rule 61G20-3. • Design Pressure Rating (q0 • Insta11a0on restrictions. • Imtalb stbn substrate requirements. • Product description. • Instigation anchor requirements. • Product components. QUALITY ASSURANCE This Product Is manufactured under a quality assurance program audited by approved Qualify Asswance Entity Arch( ectwal Temir% Inc. (ATII as required in Rule 61G20-3 D05(3), See FBC Organitation No. QUA1844 for approval under Rule 61G203. APPLICATIONS/INSTALLATIONS OUTSIDE THE UMITATIONS AND CONDITIONS OF USE Rule 61620.3.005(1)(e) states "Rational engineering ai,alysk cannot be used in Neu of a standard test required by the Code for approval of products within the scope of the standard, except that project specific approval by the local auniodues having jurisdiction In accordance with alternate methods and materials aulhorixed ion the Code." Any modification to this product as evaluated M this report and approved by the Florida Building Comm ssbn is outside the scope of thus evaluation and Prat be the mspo sbiliry of others. As allowed in Rule 51G20,1005t)(e), a Project specific approval by the bW authorities haying Jurisdiction maybe used given an appropriate nationalanalysis is coducfed and deemed acceptable to the local authiorkles having )urkdidion. Pft Product Design Group, LUC I 1,a"No. 419V229 J Robert 1, Am-, P.E. P.O.EOK 520f75-Longwood, ibrida 3nB2 Pmauca Evaluation Report FL No 0752 Plwnie: 321.69g-l1� R-323.6961T89 No, 2241. Rev.) Pie 5 of FSK CeNlWtlen aL AIRhOdlilOR No. 259M APPROVED VINYL AND ALUMINUM SOFFIT AND TRIM SCHEDULE z Raycan Vinyl Soffit a 8 / ,@ a Sx _: yg. { Ma' and Trim Product Kaycan Drawing Panel langth ickne(In) ss Net Free Area Net Free Area KayEmt Aluminum Soffit and Trim Product Kaycal Drawing No. Farrel ler,gM In Tlyidmess (in) Net Free Area sy in./lineal k.l Net Free Area (.In./sq.ft) SP-60016'Said Soffit (Aluminum) 606 Inc 0.015 n/a n/a SP-60016'Ven[ed Soffit )aluminum) 605 144 0.015 7.70 6.17 12" 3 Panel Solid Soffit (Aluminum) 9578 144 0.025 n/a n/a 12"3Panel Vented Soffit (Afum mum) 9517 144 0.015 6.57 6.57 F-Channel/Tnm )Aluminum) ACAAN-18000A n/a 0.022 n/a n/a 4'Fascia Trim (Aluminum) ACAAR-lEOWA n/a 0.022 REFERENCES &SUPPORTING DOCUMENTS 11 bmtaXa[ion insuucdom a) PTC Product Design Group I1L Drawing No. Kgv0007, Rey. A. Dated 6/7/15, by Robert J. Nnoruso, P.E., Kaycan ITd. VktVVFVC and Aluminum Soffit - Solid and Vented, loualation Anchorage Details. b) Indu9irY uandwea i) Vinyl Siding Imtkute's Vinyl Siding Installation Manual, December 2011. 2) Test Reports a) FenestraTKRi Testing Laboratory, Inc. TeiMg Report NO. ]36], dated 6/1/13 inclts0lrg assocalM laboratory stamped drawings for Kaycan Vinyl Soft testing to ASTM E330-02. b) Fenestration zing Laboratory, Inc. Testing Report Na. 7329. dated 5)21/13 including associated laboratory stamped tlraadngs for KryUn Aluminum Soffit testing to ASTM E330-02. cl ArchkMwal letting Inc. Teri Report No. AP 55993.01-306-I8, dated 1/3/2006 for Kaycan Viriyi Soffit and Sditg, materiak testin8 to: i) ASTM D3679-01c, Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) siding G) ASTM G15500aei, standard PEMiitt for Operating Xenon Arc Light Apparatus for Exposure of Non - Metallic Materials iii) ASTM 0638-03, Standard T<st M¢thotl for Tensile Properties of Plastics iu) ASTM 02843.99. Standard Test McNwd for OeiukY of Smoke from the Burning or Decomposkbn of plastics v) ASTM D1929-96(2000)E-01. Standard Test Method for OHerminlrg Ignition TEvnperature o/Plasua vi) ASTM 0635-98, Standard Test Method for Race of Bumirg and/or Extem and Tlnce of Burning of Pasties in a Fbrurnnal Position d) MchkecfuW Testing Inc. Test Report No, AT[ 55982 03-322-1B, doled 4/26/2005 for Kaycan Alurnkwm Soffit, matPriak testing to. if ASTM FB-01, Stallard Test Nethnds for Tension T¢Stug of Metallic MalPrials 3) Engineering Reports a) PTC Product Design Group LIC, Repot Na. 2240 Engineering analysis for yaycan Vlnryl/PVC and Aluminum SofhL dated 1/11113, IT, Robert 1 Arnwuso, P E. b) PTC Prnduc[ Design Group 1LC, Report No. 2241EER, Rev. 3, Engineering Eyaluailon report fa Slh Edition (2014) FBC Testing Standard Equivalency iw kxrcan wnyl/PVC and Aluminum Soffit, dated 6 /1J1.5, by Robert 1 An— ­, P.E. 41 SM EMtlon (2014) Florida Building Code -Raiding and Residential volumes FTC hodup DetlEm Group. LIE F.O. EOK 320T75- Wiigwoad, FbritlR 3753 Phana: 321.00,1111111 Pan: 331.6901789 FFFE Certdk+dM if Autharbadon No. 25935 Pmlect No. 415-0229 Ruben 1. AmorusO, P.E. Pradivct Eswluadon Report fl No 19752 Ne. 2241, Rev.1 Pies o16 ( MISTAt1At10N FASTENER SCHFDUIE - P _-- wrl sm. _r Fmeeatm Ma. s�asng,_ M 0 2 Ira. I Na'McadP i UP td wood M 131 Mn.1 R glh / ' 0tE -- - �.�I�AF��y Cwv<iea Wseay Mn.OmT Damenr WNe nbi NalasnW vg-�Za -- f ----' --------'Paw, sia.----------_---- Substrre --------------- swnt _TE-mbe6 __ �,€, �€Length K3/BMw-aim ea �-._-__ rsocre.m 3rsr. `^:"Ea`h I woos F.m. Finaedmem Mn.S�,acirg_ Sd,-3(d•umgg irlrn Va'i Ste( -~^- - ne-1l-V4" 4g' j-------t}519--- I3Js.3Js-- i� sir as oea -JI 0€iAR A 12" TRIPLE 4 SOLID SOE Fit --- VINYL. KAYCAN LTD VINYI4/P'VC AND ALUMINUM SOFFIT -SOLID AND VENTED � INSTALLATION ANCHORAGE DETAILS = .socwsw t+ar.xmssntx.v.wevw on.wtnvwrn.. ro txcxwn.n � :£, S� ..Kra.w„rm �•............. .w...a...,..<...,�.�w...Mr,.,,.,..�.�,e�...., �..a«.��.w«...,,w�...., � - fix_ rn e,.r•m.n�...e.,,un�,«.>_drrenm�� ma.v.�4ti.a..n..,«,. a wr w.r•en�er+vonm wiw r.s•mxr.u.csasxw.i tour � •ewowrae. 3e ._ _TABLE OF CONTENT- x07E5 rap __..__-_ aPPRphC rYin. apb /teiianlr Sam- u SCr9AAE 4 iws*e:Ex ScrrtmAE w4: sasneaaltcs - - _- - rapt F ILDESSDRr PRa'�5 - �/ _ Somrjarsrw.Ance CROSS SEcnp- wa.t soE - .xE D13 all SpE - e✓A a7aLL `fl [avEJTr,SDw SKK DEtW . ••"• DESIGN PRESSURE (PSF) RATING VINYL IPVCIEOFNT EERI£b �� LIE&DN PNeHEWE s- - ♦,06.]/-33.3 t3�•ilptE' as yfRtFA SCrr:i :t naRF r crN�tERO �Msrt sOFFrt 2" iRW E ♦ L- - SDmt Za 9s..1/-Ss3 t0" OOVeIE 5 SOrt'.T --_ - -_- Js/ aaT-_ SCUC ,o• tmue.E s vExrFD sa*- e• xagFn soup a eEVtO vpmp _sans __.� AL1RANUN soFFrt SEWS 2a "evet1Esrcrl WIDTN NN _ vAeastwaE IPEFl SP-6p0 ta' Sa.10 SOrm Sv-600 ib" VEmfD Sam s2 ♦913/-ea -- � 2 ♦aa/-se.] t2' s naxF iD Sinn FD SOrsn a41 ]/-a0 vma w5C Pro SNID54� onnuE�µtiJEm �ME59%5 AS DErEieSp reDsi SCE 7- wi w5t •�x0 SKFnS 7mt PEPutRD TC or.Ris:Am Br D. w nE and FD7Dx I-) iiK/%Rqx e]C,.9 a 1NF 5'm r� i(ima!a Sax i0 t �rME55tsRF WIyrOS .�PO.E. aPo RF ascy t}519 3% AS its, z DETAIL A 12" TRIPLE 4 CENTER --VENT SOFFIT - VINYL t7s ;Js T-- --} - - s% a -;2 DETAIL A 12" TRIPLE 4 VENTED SOFFIT - VINYL se E as 1 LL t La. L LrLL ) REVISIONS NO DATE DESCRIPTION .uC.v C A V '=Y N C a 8 a e .51 C e tq r-r1 3 'L e E a a P Is a C m a E Pi i0 272 O F aLL� m L t F'sas � O su or " N 45 M N � � O a ayyW 4J25 N N m p oU Pit rn mUc 3 raDo' J N� LJ.. a or J Q Q � Q U a0 0 Y LL z Q. Q 0 Q lt. )OB NO. DATE Fee tote DRAWN BY MANUFACTURE SHEET NO. K-2 ---- 3 31 — A9A I621— 4 0.Ja �J U U�✓ - V 1r DETAIL A 12" TRIPLE 4 CENTER-O-VENT SOFFIT - ViNYI._. j a >'� D€?AIL A � l . 12" TRIPLE 4 FULL-O-VENT SOFFIT - VINYL DE,AIL F n � U 29-- DEtA:L N 6EiA;l G E J SCCi. E-E I 811 BEADED VENTED SOFFIT -- VINYL - 1i5--- — LIN----- 6]6' W� -53 10" DOUBLE 5 SOLID SOFF17 - VINYL L' I61 10" DOUBLE 5 VENTED SOFFIT - VINYL I i it ii ji II it � I I z' e��d SP-600 16" SOUL) §, SOFFIT - ALI M'.NUM gx 4$ �p yw SP-600 16' VENTED e SOFFIT - ALUMINUM �[� I I 8" BEADED SOLID SOFFIT - VINYL 2" 3 PANEL SCUD I T` SOFFIT - ALUMINUM F 12" 3 PANEL VENTED SOFFIT - ALUMINUM a fr REVISIONS NO UATL IXSCR7PTION � � a W � 9 G r' E 9 � E O L � 9 a E � m o� N L N L r � O � N Y N � O E U� o C — O O t 2 � m u t U m U a L_ LL O a o� J Q Zp Q ❑ Y tQi O �Z a �a O LL JOB NO. UAIE FBC 2014 DRAWN BY MANUFACTURE SHEET NO. K - 3 7 D375 L22 I_ _j y I 1.4138 U.986 � 4 lS SOFFIT F—CHANNEL/TRIM zs 02, ALUMINUM L t 4" FASCIA SMOOTH ALUMINUM .IB ,515-ry,1 I z sz� 775 I 7c O R 156- —�V RU.156 DO 78 it SOFFIT F'-CHANNEL%TRIM VINYL MIN -3R'HEAL) DIA. NAIL WITH 1-ti4-EMSEDMEN7' 24' ON CENTER FOR WOOD SURTRATE OR R 3 MIN. 0,097 DIAMETER T"NAIL OR STUB NAIL WITH W ENGAGEWNT 24. ON CENTER FOR CONCRETEMA90NiY Ii II t5 i SOFFIT _ CHANNELSa e 08(VINYL) OR g a' 0.125" (ALUMINUM) --- THERMAL EXPANSION GAP WALL SIDE — NAIL DETAIL �— WOOD OR MASONRYICONCRETE SUSSTRATE 211( WOOD FRAMMG WITH 711V MW, PLWiOOD•OSB SHEATHING OR CONCRETEMASONRY SUBSTRATE ••-•_^ R — ROOF TRUSS ' M SOFFIT a ¢ ` DRIP EDGE FASCIA BOARD r '. FASCIA TRIM e ONE, s `i R FASCIA -SIDE DETAIL JE �� �3 WALL -SIDE DETAIL i? 2X WOOD FRAMING WITH 7/16' MIN. PLYWOOD/OSB SHEATHING OR .; CONCRETE/MASONRY SUBSTRATE AO4 ROOF/ WALL INTERFACE DETAIL WOOD OR MASONRY<CONCRETE SUBSTRATE • + FASCIA BOARD SOFFIT — FASCIA TRIM 3/8" LEG LENGTH X 3/8" WIDTH �— T50 CROWN STAPLE LOCATED IN EACH SOFFIT PANEL VALLEY \ _ 1.3/4" LONG X 0.07T DIA. TRIM NAIL STAINLESS STEEL 48" ON CENTER EAVE/FASCIA SIDE DETAIL WOOD OR NASONiY,CCINCRETE SUSSTRATE THREE 131 MIN. 3l4' LEG LENGTH X Iw WIDTH CROWN STAPLES IN A TRIANGULAR PATTERN 24' ON CENTER FOR WOW SUBTRA SEE PATTERN DEFINITION BELOW, SOFFIT I 3/8" MAX. I BETWEEN STAPLES t I3/8" BETWEEN —��-- STAPLES WALL SIDE — STAPLE DETAIL WOOD SUSRTRATE DOD FRAMING WITH MINWUM PLYWOODIOSB SHEATHMG 0.08" (VINYL) OR 0.125" (ALUMINUM) THERMAL EXPANSION GAP REVISIONS NO DATE L*SCRIP"fiON u u2 °a v m .1; @ c G m ; c � � E :n ci u' 9 G M @ O ryLL C 4 F- L F y m O � LL R m�v W M � N � � O C � W _ to c U C U v U- 0 O 0 (L J Q Q Q Q U �Q w Z QQ CD to J O u- J LL JOB NO DATE FOC 2014 DRAWN BY MANUFACTURE SHEET NO. K-4 ay wa n6 Rw �, awe 1A,-s APPrevL ' u=a nAe. it141-R7 APDikdion TYpe Prrivon Q,de vnsldl 7014 Arrolkdrlon sumo A,,,- Comnwds Arcnivm Product HenW"'n, Wnitead Dppr Cwporamon Adtre:s/mwtveman zsol s. scale xwv. Izt, soo, xoo Lewisvae, Tx 75067 ((6v) sie-7031 ink-samckipaverr,ntddoor.<om Aumodxed srsaewe orris nww Sea W r@waM,edaann.cda Tef,nid Pep,esenrdpve Mart Sasinirkl AdMSenTd,e/EmaN .... s. atdm Hwy rlt. Snee Zan Lewisvae, Tx >Sefi> Sa1-7o31 Sa,NQipomcmesess-own cjvs kY Assivs- Re sieninax,.e Cmd rurrn-e AadreSyPt /Emda pie Doer Drive PO Box 67 Hope - 496611 ®w ,kniton.- caxroory Tin- Down s,arcalegpry Serbnal F.- Door Assemblies c.."ncr xemw vakinxlpn Repaint ram A risods "Issmid A-hA- or A lkmud Wtda ndczsiw,af awiaee. Evdeetiw, Repo- - xarxopv vrwwe i-fA foe- or Pala E a(uation Report FIOMe Lkan,se pWRy Asstnarce Emty quem, ASRmaarn c m.aa lxpvarxv`.- iz,U/2ols Vakdmed By I i, P. Mnemn. P.E. vaXOalon OweYlef ilamcom Receivep r:mRrate of lrmep.,,eeare .- - adne.ved St 01 .,o rear con sxwand) filaw" yap AnSVa- toe 1. ANSUDAms Is 1m1 T.-loAs -1st rrs4 2 1.4 TAs-20; 1994 fgwvalenm d Prod,rt s-ds cembed Br �f4%Y//YYYYY3 _ h/8 1 ^_ 2. SCOPE OF EVALUATION Missile Impact and Cyclic Wind Pmasurr, Resistance. Since eve door size Transverse stid. Loads and Large ss i pa a yd every door Size cannot to tested, engineering analysis using a and m a ma analysis, as permitted per tie Florida Product approval 9N3, were used Io analyze the doors and makee the wind batl designs. 3, USES The canes number garage doors listed in Table 1 are used for residential and commercial applications with specified allowable design w-uns. C DESCRIPTION wines,The clumps garage doors Nstad in Table 1 are sectional overhead garage doors and are constructed of galvanized steel sections with a two cast polyester finish. The doors am two-inch Nick, raised panel or flush. with toque, and groove sections. See table 2 for door designs and corresponding parol Ihick esses. The panels are 24 and 25 gage ASTM A653 galvanized FS Type B steel, and finished with an ASTM A525 made up of G-30 coaling. covered with two Well of polyester palm. Each section rs rmnlonad with 16 or 20 gage end stiles and 20 gage steel ,ether sales. Door Tracks All door assemblies listed in this report have both vertical and horizontal tracks ranging from a minimum 16 gage b minimum 15 gage. 33 list steel and finished with an ASTM A525 G40 galvanizod coating. The vertical Vacks are attached to the supporting structure with jamb brackets as spectred on the moat recent manulactwels installation insbuctbnsidrawiags. Gland Sir:11 The dceshigs listed in Table 2 of this report with glazed openings that meet the requirements forunpact resistance have glazing that is made o1 IW Oticarbonate constructed par drawing 410776 or air wivalent product approved for use In Ftanda, anti can be installed in the fop or intemborkate sections of the g ego door. These assembles are available for use with the 9fazmg option in vnrld4errte debris regions and an, indicated so in Table 2. The maximum glazing dimensions shag be /8 56 x 1226 The drawings that are not indicated Ion use in wind-borne debris regions with the glazing option are available M. In a minimum of 0 090inch thick standard SSB glass windows that are installed in frames and inserted in Inc top or intermediate section of the door. The glazing is all impact resistant and does not most the requirements for wfndbome, debris region$_ Refer to the moat recent manufacturer's installation inaWetlormcrawiags for glass size limitations. Will Load Bneim Aa drawings listed in Table 2 Of this report we braced on the inside at the doss with Ihres inch horizontal spanning U bars Each U-bar is made of Onher 18 gage or 20-gage ASTM A653 steel with a mviimum yAW strength of 80 As, and are firestnV with an ASTM A525 minimum G-40 galvanized coming. The gage and quantity of U-bar b,- varies depending on the amount of windbad msislaroe regiled and the height of me door. In addition to three inch bo izOmal spanning U-bam, some of the assemblies f¢dd in Tables 2 Of this report are traced with vertical aluminum posts made up of 0.125-inch mice 6063 T6 aluminum alloy. The past is a telescoping post assembly. The outer member outside diamelor is 1 ]5" wide x 4.007 long. The inner member outside diameter is 1,47" wide x 3.72" long. Reference drawing 411061 for additional information W the installation of Ile pull assembly Overhead Door Corporation 4 0ft Produce ApOrorai NRAad kidod 1 Option D Dad Siaxdeed OV23/toss t,dr vaamRa m/noel s DAM Pamir, FOC Al vat osn2/1o1 s Date A-vwd a6713/20i5 141 Rite 3. woes 1 m-175. In, I80-185, 197 W57, 16' Mx wkM. 14' Isae heigra Gumni; evalhbb m top w vane wrr carom lArxb a i to wwNlow 7e.r.eruem xsop-yW M me in NY1R: No IrPPAet a W me adal4e mrva: Yez , ...4.RmbWb Yes -. Omlys Pr 1- a34.d/ 36.3 VenAed 8Y Mark A. Saxdb 7 to better, s, Available eNmN 6 enpectraNem nM nacb [M Qes, by sn's A TF,N Pao'. tb reguiremwns of tM wind bwr,e dM,fs rMtwd. FMYIRiwt RaParU Credo by hstAox ant TNrd 1A,, i= Jamb Attachment '�'/ON 1_�� ` Method of securing the door to the mounting surface Is detailed in the Jamb Con/gVkgj�WpP cot, PIN 411241. 6, INSTALLATION All drawings. listed in this report are to be iinstalled in accordance with the most recent rswgfactumr's published installation 4uv-tions/drawin9saad this report. The most recent mannfactw2rs installation ihancoons'drawings sha11 be modify whiled to oral a Copy of these w,v,bb w,vd,awings shall be available at all limas on the job sae during installation. For Information about the mounting of the dew in the building structure surface, please reference drawing 411060, 7. ALLOWABLE TRANSVERSE WIND LOADS Design wind bad Weasums for garage doors shall be determined in accordance win section 1609 of the 2014 Florida Braiding Code and shell not exceed the aMwable transvese wind With; shown in the following tables. Table 2: Models 170i180 Allowable Transverse Wind Loads and Impact Rating For Series Number Shown In Table I WlnAwd Mudmwn See Pashto Naggovs Gisela,;oor Dhnpabt Spse Code WNIh t DesignAvaaabis PSF �PSFn Raorremm� eht Yes"e Neslatanl Yw14o 4t1039 a-0' 14-0' 15.90 a.20 3.20 yy Ubws Yes No l 14-0' 22.90 2630_ 3 20 gage U-04rs Yes He _4I1M LW 4110,11 t 9'-0, 140' T.20 gotta U-bars Vas No 411642 9'-0' fd 0" _M990 35.70 _30.80 41.00 _ _3_20.pp�e U-mare _ - .. Vas No 4it1313 90' IJ0 4600 52.00 3.20gafi U-b s_ Yes Yes 411044 i6' 0' 14 0 /200 13 a0 3 . 20�AL U ba Yes No 411045 1$-0' IJO 1530 1]80 3,20 Ubrs Yne No 4l t pq6 16' 0' 14 -0' 23.00 25 00 3'. 20 gage 0 "Is Yes No 41 t04/ 1$0' 140' 30.00 33.50 3', leg."Utters_ - ___ __-.- Yes yes d1104B' 15-0' - 14'-0' 34.W 38. 30 3' 18 U __.gam bars Yea yes tit 1049t't j 16, 0' 1 16' 0" 46 00 .52 M ,___ 3',,189age U-0ars _- Yes Yes 411050 $ 0' 14 0' 2AO 13.80 3-. 20 gage LLnals _ Yes Ne d�105 8�m t4 Q' Ie ell 2070 J.18 gaw U-ows Yes_ No t1t052 1$0' 140' 34.40 3830 3,18gage U4las- Yes yes 411653-j 18-0` $4Y' 3J d0 98.30 i 20_�a�e U_ba (1 I1htm,wum Po4 Yes Yes 41105,s IF 0- 8 0' - d6_Oo 52.00 3 20 gage U_lfers I l l A4mvlum Posl Yes Yes res¢fance. and Innetwe maY bo used vqh aiWMna glazing m me Wmtl borrz debts rag -tit. & SUBSTANTIATING DATA 1. Test Report Numbers ETC-0&976-18504.0 and ETC-06-976-18504.1 in accordance with ANSVDASMA 108- 2002 for varlsverse wind laid and ANSI'DASMA 115-2005 for large missile impact resistance by ETC Laboratories, 297 Bugg Road, Rochesum, N.V. 2. Test Repots CTLA 1672W, CTLA 1672VV 1, CTLA1672W-3. CTLA1734W, CTLA 1734W-I, and CTLA 1734W-2 tested in accordance with Miami -Dade County Protocol TAS 202 for transverse Wild bad and TAS Overhead Door Corporation r.:�w•+.,.,- ,. 7 P HARM `LOnC';� TOr Graehrr. The Original. February 20. 2015 s+p4eNUf?:b;nP Subject Evaluation Report for Models 170-1 77.180-187 N cr;' f� To Whom It May Concern: .7'+�•.C' SUBMITTED BY: Overhead Door Corporation `. '<!, k3 2%1 S. State Hwy 121, Suite 200 "U'; ^'LENr`+, Lewisville. TX 75067 ..... u. 1. PRODUCT NAME Reference Table 1 for product names Section Type IbrtKior Steel Thickness Panel Design Series Number Short Panel 170 25 Ga tong Panel 171_ Pan in V12 -` Short Panel F _ _- LL g P ru!I 172 175 1]3 174 24 G. VS ^_ l76 177 Short Panel, 1 5/8' Insul 180 - -25 Ga Long ➢aeI,15/81 1 -._ V 12 I S/8' I S I V5 1 5/B" Inwl _ 191 182 185 1 �Sn rt P rlel, 1 5/e 1 ul 183 24 G. t L n6 Panel 1 5/8 I 184 -1 VS 1 S/8"Ins I 186 =. rs Overhead Door Corporation.. v,. NNW I+T'j"-- 201 Oral TAS-203 for large missile impact and cyclic resistance by Cenged Testing Laboratories, 7252 Nw-m se Rd. Orlando, FI 32822. 3. Tesf ,¢pens 85948.02-801 18, 85948 04-801-18, and 85948.06-NI-18 tested in accordance with ASTM E 1886. AS1 M E 18J6 and ASTM E33 ATI 4. Instalatbn instn lions and supWem Door l Toda sheets prepared by Overhead Coror pation. 9. CODE REFERENCES "add. Budding Code 2014 Edition and/or Standards tier 160 -9 Wind Loads Sacron 1710.5.2,1 TAS-102 Section 1710 5.2.1 ANSbOASMA 108 ANSUDASMA 115 TAS 201,203 10. REPORT SUMMARY Upon renew of the data submitted by Overhead Dom Corporation, a is my opinion that the models as described in this ropod conform An or are a suitable alternative to the code standards and sections in the Florida Building Code 2014 edition lamed in section 9 of this report it. LIMITATIONS Any inference in this report le, the manufacluBrs'mosl recall" information is a direct retwe - to the nest ecem information submitted by Overhead Door Corporation 1. lbe Fkaida Building Commission as pan of thex Ronda Product Approval application for the drawings listed in Table 2 of tbs report. This evaluation report and the most recent installation batruCtiois. when re(puired by the building official, shall be subnined at the time of permit application. The design of the supporting sebblural edmanoM shad be the responsibility of the design professional for the building structure and in acCVrdanoe with Current buikgng codes for the leads listed in Table 2 of this report. 1'W doors shall not be located in areas Where the transverse wind bads exceed the allowable bade show-1 Table 2 of this report. The garage door assemblies fisted in Table 2 of this report are not approved for use in the "High Velocity 'n h Florida Building Col,. Hurricane Zorn as defined I the g 12. IDENTIFICATION Each Model series covered by this report shah be labeled with the manulacturer 5 name and/or trademark for lied identircabon. Please feel bee to cordect me if you need any additional latemnaion. Sincerely. 6> _ ( 7 Mark A. Sayncki ,4 OR 1 C:`.;C� ew FL PE 72613 `1 rNAi si++s Overhead Door Corporation --....-,.• ,• , ,•, � i 801106'j, rGi Q C 4 `e e a. a C O 's E G a e - G 0�_ m E C C $ e � w s' E wE O ` <° O - Z. U m 04 T O N yLL C N L m sF� d e m ro�K m�a mnN O O_ 9 T411 W Mtn t. of m 0 c �Uo i = � a J 0O M C)ll^^ 0 V a_ Q Q W 0 U J W Z O 0O W W a o G) � 'Q O LL J U- JOB NO. DATE FBC 2014 DRAWN BY MANUFACTURE SHEET NO. OH-1 The Genuine. The Original. Jamb Connection Supplement This d4dAnen( provides a series of c4Rnedw schedules and basic detakv ODnOePls for fhe connection of garage doorjambs to building frames with the use of various fasteners. DASMA Technical Data Sheet -- may be used as an alternate to this document PM 411241 Rev. P6 SCHEDULE 3WET AaBT HEADED OR HOOKED ANCHOR BOLTS N NORMAL WEIGHT CONCRETE a®®ate a®mom 1. BASED W LB'0 P34T HEADED OR HOOKED (16P" MN. NOOK LENGTH) AiGflpi BOLTS W ITN A Y O.D WASHER W RH A MNNEUM EMBEDMENT DEPTH a 3' AND A MNBIUM EDGE DSTANCE OF 3'. 2. PROV%E W ANTITY OF ANCHOR BOLTS AS REWIRED TO MAINTAIN MA%LKM SPACING AS SHOWN N TABLE WRH A MAXMUM OF tHREE;31 ANCHOR BOLTS PER JAA1B. ANCHOR BOLTS AT TOP ANO BOTTOM OF JAMB SHALL BE PLACED A MAXMUM OF G' FROM THE END OF THE JAMB. J. LOAD PER JAMS CALCULATED BY TANNMa DESIN LOAD IPSFI iMES DOOR W roTH IFn GRADED BY 2. EXAMPLE'. DEStGN LOAD -30PO DOOR WIDTH. 1. LOAD PER JAMB. 3Op %16R2 .2AOIbA 4. GHAAT 5 BA6ED ON 6'6' MINMUM AND 24'D' MAXIMUM DOOR HEGHT. 5. DOOR JAMS TO BE M NO, 2 GRADE SPF LUMBER OR BETTER MOUNTED M SUPPORT STRUCTURE. IF MOUNTING OVER ORM . INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REWIRED PENETRATION. 6 DESIGN OF THE SUPPORT STRUCTURE SHALL M THE SOLE RESPOMRI8BJTYOF THE WILDNG DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. ARRowb _. IOMLL. xa�. P.E. 312L F4KIpte D, L mOHR, TX7BW] FLPE6L]1] 1r663Te/FM 6118" DIMffTER LAG SCREWS aaa® a®tea a� a �mao mom a aa��sa sass I. BASED ON NET ATION IN LAG SC REWS WITH WOOD D. WAT- WITHAI.BG2' THREAD PENETRATION F INTO SEASONED DAY RE D SIMPOP AW STRIK:TLIP A 2. TASUE W VLIITITT OF tOG SCREW9 AS REOREWS TO - L MA%ARIM SPACING A5 SHOWN IN TABLEWNTH A MMWAM QFTHREE131LPOSCgEWs PERJAMB.LAGJAVB. Al TOP AND BOTTOM Of J4MB SRALL BE RACED A IRA%MUM OF 6' FROM 1HE ENDOF THE JAMB. 3 I1)4n PF.R,IAMP GLCULAIED RYTANWG DFSXiN I OAD (PSF) TBES llOp WIDtN (FTJ gIVIDEU M 2 EXAMPLE: DESIGFILOAD . .W DiOON WIDTH1. LOADPEFIJAMB- M..1&P2.2bIpM 4.- IS TO ON 6b'ARFM' AND OR 1M%IWMDOOR HEIMTT 6. IF NO WIN TO BE 2N OH LAJR:EA R0.2 ORATE ER IENOTNTO BETTER NINAILU E SUPPORT PENETRATION IFSIGNOF TOVERORTwAIRINCAFASEFASTENER SOLE ACHIEVE MMFTH RFAUNIED DESIGNER W. 6. DESIGN G THE SUPPORT STRUCTUE BSHALLIOA LISTED THE SOLE OVE TABLE AS L OF THE BUIIINIG NOTE ANO SHAG. BE DESTAVO FOR TIE JAM LOAD IISIED N ABOVE TABLE AS GKGIAATED PER IgiE 1 MWAdIM FfXJF OISTMMF SHALL Iu ED M PRE FOSTERER SPAf 6F1A1 PF. T ANO ALL HOLES SHALL BE PgE-0R0.1E0 TO PREVENT SNTTMG 6.lAG SCREWS 6HAL CpNFORMTOANBI' ASME STAIIDAflD BIB21. AT4%o.P4 ITI- IPAP E, xnec F.E. 3111 rakgMa M. cJi1x s6DT FL T H 56300(FSKl3 SCHEDULE 4 W "B SIMPSON MEN HD SCREW ANCHORS mmaa ma® m a�ma� a®ate am®a as®a aaa�a am®�s 0maa 1. BASED ON3 0 SNPSON TITEN HO SCREW ANCHOR WITH A I-O.D. WASHER INTO NORMAL WEIGHT ONCRACKED CONCRE2WRHANNMLMEMBEDMENTDEPTHtx2WANDAM.NU EDGEOSTANCEOF23M'. 2. BASEDM3'B'ro6MP5pNTRENHTWC ANCHDRWIMAlWODWASHERWTOOROUTFXLED-WRHA MNMUM EMBEDAENT DEPTH 214'.AOFIMTOEDGEDISTANCEOF4',ANDAcWFORA ENDDISTANCEa4 CONCRETEMASWRYUMISWALLCONFOUATO ASTMC30 GRIWT S1WLCQNFORM TO 0..M IN 3 PfiOVIOE WNRITY D<BCgEW ANCIURS AS gEdAgED TO WNTAN NAYYAAI SPM,ryO AS SIUWN N TABLE WRH A MNMUM OF TNPEE 131 SCREW ANL1g0.S PER JOr6 SCREW AIIA10flR 4T TOP ANO ignpA DF JPMB.WIML BE c-TAMPJtM DE"FRCAITHEEND LINES DOOR 4, LOAD PER.MMB GACULATEO BY TANRIG DESIGN LOAD (PSF) TME6 DOOR WD1N IFn GRADED BY 2. EXAMPLE DEs-IMD-3QM DOpi WIDTH 1. lOM FCR JAW - 3qW r 1Bn2.2ONWvR 5. GHOPT IS BAEEU ON B6 M.BAR.I AND 24'-D'MA%IMUTA DEIOH HEIGHT. 8. DOOR JAMB i0 SE 2,4 NO 2 GRADE $PF LUBffq OR BETTER NOIRNTED t0 SUPPORT STRUCTURE. 1F MO1mMG OVER DRVWPLL. RNLRAASE FpSTENEq IENOTH TO ACHEYE MNMIIM PEOUIRED PENEliUT1pN. ). DESIGN U Tl{E SUPPORt ST0.lIL'TLME 61 MLL eE THE Sq.E ftESPUN5186FNOF TH[ BIl&DING OESIQNER AND sIlA1 BE DESIGNED FOR THE JAMB LOAD USTED IN ABOVE TABLE A6CACUATED PEfl NOTE 4. 8. SCREW ANCIgPS SHALL BE kSTAl1ED PER W WIIFOCTMER5WRRTFXINSTRMTgNS AI -- I. sou.,. PE I--, A.Nf ,Tg 1 SGD , MT H PE S1 , �]3T 6E3wVF2203 16d COMMON WIRE HA" AND /Sd THREADED HARDENED -STEEL MN44 ®mom a s 1 BASED ON HAICO MONWIRE NALSID.-31:21OR I6E THPEADEO HARDENED STEEL GRAILS 10.148'e11T1 WITH A MINXMIM PENETRATION OF Y INTO SIDE GRAIN OF AWN MEMBER, 2. NMLS SHALL BE PF IDED N PARLS AT A MAXIMUM SPACNQ AS SfIOWN N TABLE W nH A MINIMUM OF THREE (31 PAR60F NALs PER JAMB NAILS AT TOP AND 80TTOM OF.MMB SHALL BE PC"TE MAXIMUM OF E' FRAM THE END OF THE JAMB 3L. . OAD PER JAMB CACUATEO BV TAKRK3 DESIGN LOAD (PSF1 TMES DOOR W IDTH IFTI DIVIDED BY 2 EXAMPLE: DESIGN LOAD. 3GIM1 DOOR WIDTH. 1. LOAD PERJAMB - 30PM v Ifi1V2- 2406'B 4. CFMRT IS BASED ON S- MMAAM AND 24' W MAXINLM GGU{ HEIGHT_ 5.D-RJAAIBTOeE24ORLARDERNO. 2(fL%DESPFLUMBEROABETTERM EOTOsUPPOgTSTRUCTURE IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REWIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSI&LITY OF THE W&DING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED N ABOVE TABLE AS CALCULATED PER NOTE 3. ]. EDGE USTANCE6. END USTANCES AND SPAC.CS SHAL BE SUFFlCENi TO PREVENT SPLITTXNG OF Tiff WOOD. Am W! -E. x4Rs. P.I. 3121 iahbrte fA. GroX[on. TX ]SOOT PE 51T3] fX Pf 563D8/F21D3 SCHEDULE S 34"O HLTI KWIK BOLT 3 EXPANSION ANCHOR 1 GAUD ON 316'O HATI MIK BOLT 3 EXPANSION ANCHOR WITH A I WOO WASHER MO NORMAL WEINT tINGRACKEDCONCPETE WITH A MIfEABA{EMBOMENT DEPTH OF21/2'A40AMRMAUM EDGE DISTANCE OF ). tiA`:EO iN 3AYR Hf.H KWM eOLT 3 EXPANSKN ANCHOR WITH A 1 Y4"0D. WASHER -O-n 111 FD GAa1- A MINMIM1 EDNENTDEPTHOF2T2'AWAMINMUMEDGELVS1ANCEOFI. ONLY ONE ANCHOR PER- UMT Cp{LMTE MASONRY Mrs SHALL CONFORM TO ASTM OW AND GROUT $HPLI CONFORM TO AST' UT6 3. Rro'VIDE QUANT-OF ANKNO-AS REQUIRED TO MAMA. --A-. TABLE WRHALLHENMOF THREE 131 ANr.I OMINFB. A INESATTOP ANU BUTTON OF' JAMB SHALL HE IucE4 A MP%A4M OF 6' FROM 1NE EAO U 111E JAMB. 4. lAAO PER JALW CIACIAATEO BYTAKNG DESIGN LOAD IPSFI TOES OWR WUTN (Fn TINNED BY 2. EXMNPIE: OESIC ! LOAU-3tpF1 1XX)R wmrH.lal LOAD PER JAL@. Ypl, I61V3.2411nO 5. CHANT6BASEDONB'd'MNMAMAND24CMAXNONDOOPIIEI HT. fi. DOOR JAMBTO BE2,6M .W SPF LU.IBEHORBETTERMGUNlEVt SWPIX{i STgUCtUPE. FFIXN TOVENDFIVWALL,.CgW FASTENER LENQTN i0 ACHEVE NINYAIMREWMEU PENETMR T. DESGN OF THE SUPPORT 6tflTHE JA SHALL BE NNE SOLE RESFNW E AM C L THE BUDDING DESIGNER AND ALLBE Of.S10NE0 FOq THE JAMB LOAD USfkD IN ABOVE 1pBtE AS GAI CLLATED PEP NONE 4. B SCREW ANCHfNiS SNALBE INSTALLED PEq WNUFACTUgERS WPRfEN eCTNIGIK ti, INw, E. - P.E. z1 T. R. %F.MT Rw L]nz Tx rts63NWFzm3 REVISIONS NO DATE DESCRIPTION L N e C M L � Q I a � � q a E P ` 41 E o�eA =y d Z cN �` T OF. a O W O V y, O ry LL - N L of J= f- a � O � m� N O E I D O W o � eD & a n�U ur rn U l'- 3 m' J 0O OQ CL CL o¢ Q oQ w0 = J p >O O 0 I= awa o � oa O -j J lL LL JOB NO. DATE FBC 2014 DRAWN BY MANUFACTURE SHEET NO. OH-2 T1e Oarlea.7le Driprl. lti C.mir.76e Or%WAL tin1n„_ MC*6 wi 61A241G wFpr- y1P.Ki StS,EY YAr BE �ALLEm N MN (VM �F. YAW,LL t1.2MG OaEN40Y5 ,B.U' WiWI i,SiEIF wM D F—�x`Lr ri's a= zar v«a, e Y.,t�'a",u � o..zc .�"`i Yaatt nwiwEn°'s saa ,090ro __I. µ To: . we.d.xn u.iow tH RGMAmf rIYA3 Slntaiitn'w u P,a41gE5 4+aw M iws MnrPnn ¢,Iwt WALL K . Y,WYLW Kxin w I0.6Y At011uYA. ,rm ttt. Ntt fEP l.0 P 1/11ZM —AHD a FMK RR Ar<`,s w�e,�uYi-na• m uiri ueeAn.E ,x;Exv.Fs, "�nua.. ame Locxs w wEFA*ce C a (Io) w sc,aws wsrrum EFL .IT.4CnON. LWE4A5 Nlf iMtgi�q f,Y ryawm —BI *a�.fMi A410.w.WW % W SRF N�qM nE ,Esoar�mMor Fc,�E oF.. ws° Boa n¢ '"ams�siit v`". Mis e ro wie+arvan smuc*wv. sirnE A.r,nwEFi ro�`�wt eYA-I A I sFu.L a iru L n1i/: ,w AW uEV C! ME 9+C.vi PAML FYY059Y:.+-w `��srnmXrm v vY.rir��iiz wi sna,-. sAa• m, tom, r,an<oPr AT T_, /Q_IIPL SET Srrnq�n[ i� Wi:n WMk AFG Frx Howl' Fw n 1 XI_ gam III' IT w,mEiFsw a.A2.t JIM 9RACKE SCNED _ TS�a�lsror_�r�vsTs3-L3A-.L 8.. 1. - s s, a 7 s.-J . sm 6 g1 SQL Z L �- I. a s•-a — I sr. Zia sa s �� .Y.... r .smY L•._ sf_my_ • s x r cs�. eo Li -- xu xc+t; iouu,wc wExxswn oawrts vnriro we xana.F* ,n.c,an is m.a wrH r/•—; .wo ran ,s sww uo c. Au cows tau,;Y Mnv a +n .Em.r aE WFE �sE a e.,xmvs — AYnc. SEE svmcYe.1 ..A« t.AF. ,oP — uCiES S. . -zo„ _ _ nai ��,«° D WAaa e,w r rl cab,/-,.�,/°• 9.ELn .. I 1Prs� IT Yu a`cmvwriiin un Aro/��u;«Er u .w F wxxs ua, ,rmrAwEmt iE)Aww�t sew IT, --- . PLTAIL B I- DETAILC Lill aann sra�.s Fa,ac, �� -- SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE oaw oaoar .at EA. — o") Y . --------------- t A! SERIES 170-- 177, 180-187 tt[ mwr:s FY.Yt t,NQ raMW,a ,ga,fmt ,3lrA, .4 n[ mizmava a FO Mnt E � tGn[ I I _ 2Wl 5. SrAiE FYA'! 121. 1u1R 2. rt rA ixs,J R oerse,,.v,. ID IN I �a 17. w �1--_ ob gtrw torus «M I---- �� - iff J --- _ --- .—{ 1.. D WA- AS � k vil, r P / _` �—i,rCF✓i. :PAYE _-I, \ -i/s• Pamwa T i ac)2A.e tA�Ermw F r I r � p • I : 6 C ! , —S A. s 11 2501 r E RE 1l}� S S. SUR LATE E r. ] S 4 R -L r26,a i% PE 10629t A I' PFyEsyowr sFm�s sa Pxwnn, awr wP vtrairAmx a rm Lna caamcro. uius REVISIONS NO DATL. DCSCRIITION 5 a O e L m C 3 Y � � b C � a E 8. oa `o DLL:. m` rm d L r W N O N V) � E M N p C YJ w N � M m U�U L � vUv t - H 3ED CL 0O > rro O W O Q a. Q W Ur = J p >O O O ►- a X N 0 p oU �a O g LLLL ILL JOB NO. DATE FBC 2014 DRAWN BY MANUFACTURE SHE ET NO. OH-3 I. 1L 4�nwki! P sus Norw 1„a y vwr arranm� nw hkiicr s�ara wrwa. v.rN a rw�s wkfira-n Fx sun ecn sa<wa v,n, Ya,ca i � 11m�1 Approval runs ar6 Appiratbn Typo Revwion A1Mlkabn SGpa ApprwM 'Approw,O by Drex Apyrovah by DW slue re renewed eno! d by me ooe rm/a ern eam�msskn N rk<ene,ry ArcyvM ProOuct namK.xturer PGT bdustrkr .'rer eyngm/Enna 1070 Temn-gy Dnve Nokome. FL WI75 (901)na60100 Eat ZZliB arvwlowtMtivsvies.mm Avownzed Sign— ]e,- Rosnwrxl )rosow On onau4leacom TedmlN ReprescMfMise We Romwrxi /bay bMw�e/EmNIIOM TlcNnn.y Drhe lkwe,on, FL — f94h)4a60100 E.2II00 irosovrser0pptiMURrws.can Qwlky Asswame Re nnionteme Mdresuriv w/Eneil Cal ywy mvgows subsaugary Sxek Hung Cnmplieme Ire4lwa ewtxrHM awl a- LNrxy Car won A{le�ky xeysrorw Cerbhrslbns, vie... ay Steven M. un.. PE veetlapon On— - hand— lieceivea Relw'mvm st,nmra aid mar (ol sraMartl/ 8as0arl Y1ut AAMNWONA/6A 101/Is2/ANO lost MW./WptrA!CSr, tot/ts2/AM0 2005 AAMNNOMNCSA 101/ISLA4a0 ZOae AN51/MNNwONA IDI/LS.ZrHAPs 1002 ASTN EIeM AStM E19P6 zoos 2012 ASTN E233 ASTN Elio 2004 zoo2 ERMvelence a Product So. —a, —o Approval Frmnoa 'Mod 1 cov. A [xsrwvevc ale lox No. FRY 81-0 KEYS OT 1 Impact Performance 3 / Certification Authorization Report Raawea ay PRO 81-03 CAR 8 Product ID Number: 190 - 231 Issue Date: 2/19/2009 Revision Dale: 4/7/2014 Expiration Date. 8/27/2016 Company Code: 190 This Carlit"tion AuOiot'436 n Repon (CAR) is -wed by Keystone Certifications, ono. (KCI) after fug validation review of the Prottud quaeficaaon docco a ils or the product nMmed below This rep' is only valid when signed by an officer Of KCI. and irdlcates the product as manufactured by Me company named Iseow nos been tested and meets Me n"Animentb of the refeeviced standard and is eligible or the application of Keysonee Cerdhtabon Program ceNroebm labels. Lic free stipulates in affixing cerfifipalion labels o products, that those products we ropeeemerve of the specimen evaluated and documented for certification sufhoriaaton. Only products bearing such a cerMo;ation label srhaR be considered certifie0. The mbrmaaon m Mis report can be verfiad at www.keystonecerlscom. Licani Information: Product Information: PGT Industries Model: SH-500 PVC Impact Stele Hung 1070 Technology Dr. PO Box 1529 Operator Type. H Nokomis FL 34274 Config: EM/AR, GS-5/16' Lami IG Max Width: 52 Max Height: 75 Corresponding Stnlctural CARS: 190477.0 Referenced Standard: Product Rating: AST' E 1886/E 1996-05 Missge Leval D, Wirxl Zone 3. DP+60/-70, 5205 Qualifying Test Information: Test Report No. Test Report Expiration: FTL-571115725 8127/2016 Authorized Signature: Dgnaarswwtl Ms,evnnMwich Keystone Certifications, Inc. n/ DN.-m=Steven M. unch. o=Krnlo�w 564 Old York Road, Suite 5 Etters, Pennsylvania 17319 I�suknwxeyuomYens.com, c=uS Phone: 717.932-6500 Datr.2o14000pos13:46ca'Dv Fax: 717-932-8501 141s.4 sH 500 Wi—am vino siayk Nun. wmapw Limax oe awe oertmeed"a Apawc "i"a Approved ear w io NVHZ: rno ARpmeed M rtle eWMde HVHZh Yes - :.. ... QrraatY rlYnrrarit'e Gaye Explr"yan Date lwgpt ReaYMb Ya WA aGMe. Figgie nu r�allnlan imtnafora far ae'ri9n W27/2016 IMaaatlw IeMmeaorw tsetse aid andwapn Mrarnutbn. presaum, VwrM1ep ay: I Lym raew, M Sa705 c,exeri ay innown— ThW paid: no EvaWatba etpwb (seared by 110— rot Th N Party: Ne FRM 81-02 EY OTS N Structural Performance 6 �• —L"i' F Certification Authorization Report Reoietl ar PRO 81-03 CAR 8 Product ID Number: 190 - 477-0 tax- Data: 2/19/2009 Revision Dete: 4/7/2014 Expiration Date: 8/27/2016 Company Code: 190 This Certification ArMoniration Report (CAR) is issued by Keystone Cedfaeratrrs. Inc. IKQ afq d'6asn review of the product qualification, documents for the product named below This repot is only Vead by an officer of KCI, and indicalea Ore product as manufacbred by the company nomad below has —is MG Moueements of the referenced Standard and is eligible for the application of Keystone Certification ry±itilisbon labels. Licensee stipulates inaffixing cod ication labels to products, lost Hose products are representative of the specimen evaluated and documented or codification aultorealion. Only products bearing wch a certification Labe shall be considered certified. The Wormabon in this report can be verified at wive, .keystonacens.cam , License Information: Product information: PGT Industries 1070 Technology D, PO Box 1529 Nokomis FL 34274 Model: SH-500 PVC impact Single Hung Operator Type: H Config: EWAII, GS-5116• Laos IG Max Width: 52 Max Height: 75 Referenced Standard: Product Rating: AAMNWDMA/CSA 101/IS2/A440-05 H-LC60 132209D7 (5205). Neg DP-70 Qualifying Test Informai Test Report No: Test Report Expiration: FTL5711/5725 8)27/2016 Authorized Signature: Keystone Certifications, Inc. ni.iMlN sgned by StevenM. Ui<A ore m=steyen M.umK 584 Old York Road, Suite 5 Keyswna ce niviniom. pm, w. ERers, Pennsylvania 17319 vi G! emaiksuricl,ekeystonecem.cum. Phone: 717-9328500 c•-US Fax: 717-932-8501 Dare: 2014.04M9 .301 1-04'00' 1ZTF to7o T«hmiagy a. H. Verse, F13a1)S N 9n�a801fA0 OgtmMmrieAcom Product Evaluation Report wlo: krne 9. xbu Product 0n 10flon: Single rung, Series 500 Florida Product Approval! 2435 Memelutorel: PGT Industries 1070 Technology or North Venice. F. 34275 1941) 4gb-0100 Statement of CempNHice: The product leted et the evolver— report, meets the reouiremenn of the Fonda hodurt Approval Rule, SIG20-3. This product complies with the requvennems of the Sth Edition of the Fonda 9u110ing Code, 2014- Tedmkal Docprrenntion: Elevation, amhorage(mtailetion drawings and Test Reports'. Dnwinge: 203251DR Ten Repord.): M-5711 FTt-5II5 krstag "loon Unes to be inHaHed as err the attached navillao.. drawings. Umen of Use: L Matemum Design hessures and Hees m be as fisted in the test repot. voles attached documeatatan slows Iwer Dp's p smatter sizes 2. rhir product Is Imp' Resistant aid does not require shutters in windbom. debris region . 3. This pmauc a not for use in the High Velocity Hunicane Zone (HvHZ). Corti iceffi n of IndepeMame: A. Lyon MAW. P.E. is employed by MT Inantnes, and therefore has a financial interest in Me comae' or a' comp"' mawfM vrg in dignburing products for which the report is" issued, but does noxi nor will aquee a financial intern M any other emity involved M the approval process of flop product. G 6 fN�tS A. Lynn Muter, P.E. P.E. N S8705 Ft Cert. of Auth. N292% REVISIONS NO DATE DESCRIPTION � •r 9 L .E 1 .5 b0 � G - C G —V M c S a 0 s 8 a° b � C 9 G E 82m O 32 « o zz �LL.Y tt m H y 0 0 0 y P_ mM� E N B '«� W O U) t U h � cif dal « 0 p u 2U G v�g �ts77 F- m J Q _Z U) 111 Z a rn Q U U za 0 O (o z LL �W 0 " o _ �Z J In O U- 1,L )OB NO. DATE FBC 2014 DRAWN BY MANUFACTURE SHEET NO. PGT-1 si-W sn,.�n 51i8'INJI - GLASSNGMINN. tr8'ANNEPLE. onu'gtwNr _ ' cuss Rve INrERuvER ' ' AIRSPACE —ANNEALED NEAlEO GtA55 � - - GLAS$ GLASS NON r ' sA1caNE AOG i ANCNGi 52 I —AK. BUG( Ar WG-E— . FGRWWa 6AlCC ,B'MAx I I 1 I ! 1 IT 1 r r t}vr rs -' I rArx. BucK � i i =L�FNN� - wom,8ow�nr nu su.as — —"M80" SIeN. AN i5 — ,nB,aamy Cwoae L ,�ls cFa�vu x was EwaEe«e. - .. swstK.xn i�� Ex;EMNa rco.nm woea _ _ _ I i2 reNlswFa — -- Fmm ve r.yt aps Fxr¢aloa j2rMu-j 6Ua5tantE .F -F4�EAN4. rvs'N�B.. xeuxsml� C-..--- u6�„ It— asrAact:,.. I - - s�nEraeiF ex � � EME[MEa, - Rtaca ry 41 �� Ex•[,nm � .f urn E N.v<F ReNF� }tN• - -"I, IiI:',�' �'----�-' �— � rt lY io sl�rwiEl _ IEdlWE.O RfID1nFU 5wN EDGE taM gSTANCE r . naxw l - ovrroNAL EDGE FLANGE gSTANCE -- r GaT�IXMl FLANGE tr Y FLANGE REVISIONS NO DATE INSCRIPIION 2 a e °m E a °a c o � e � � � 9 E 0 m 04 a ,4x �= c w v ... M O N �Q4 O 22 i m m U`u t m O c t J O wZ a �� F- z a j F- O n- z x Q W J 0 �Z O J LL J LL )OR NO. DATF_ FBC 2014 DRAWN I3Y MANUFACTURE SHEET NO. PGT -2 m L, fin! P &.R xome ref In Ltle Negnralm wima va�w5umnye 5twsa swiss t+uc/�ma iMYan ea55xe Wp LaJit krnn ! � a00rwN argb[erxn rp,e nfrx':-m, vans pr.orw .�, comiranm n<xxgvn,o�ze�, . f fs �m,�u..a mr egenm, pf 435tY n�alv.vw Sgret«e � �� mwsa,vs.on� �.�,.,olaxaxnamt.rmn xtnewnlr naxess/n,row/en,an Cmtxurce narnw aNahm Reynt rmv a EnaMa aegaerM nrcneen «a Lrcwre4 fbvb Emixw« Evwaepn aepmf wrimpr aecenw tWn4a EulRimr«nrrvx[m Rv�w Mro MreN2M tM LyeWan f. �el:nxM., c.F. OE<�40d q�uxh nrr,�mrm fntrcY rc#,mare •>•Jr mxuurvro v'axw �«axro cnnnxf e,p�dlm care iu�f/me«w vaMaM oY :. xxg. aE. ib- cm:n..wew1«xprv�wsxe a.+nwree .+Landers arxf rear (« sta—) fBaD� kYr SIt.WWxwwon fo4l.5 i/n4W Isio nSTM C15ab XaeX Mu s1M [3 fd ins 20f, Nl, z01 r'J•W caem. or w�»wrf sw,rw.Js rmeJ By RMuxl Approval nerlmJ xfsi»«f t (krwn n fare $UMnInM4 OGJf�/2aL 0(43a(10t5 vaahttM 0,/0311015 !am n•«xn4 fDc: npirwal bmr npp,.r,.a oafafzdis THERMA TRU" THERMA •TRUrcDDORS 1 � e -- unq � dr 0 63 D waft i ar .,.arc I •50-0 600 i xR+.r.rrar.oeeer n. nidr ffre�ef. a. w.r. DetdPffin >rKc.f a.zeLxuasar, smm�srw'. 7rroxf•ewewfariass s:+wle bow -aim, aaarsM b sorwafd� rfiMZ: Ves vMM gf: �Yw«+e 5mmd, aE. aN09 :°rt'aR NtbWl: vea w fnM:iepervfen Thlyd penv: -:v+ WMan M1wf..: Wn FrEt ONen sci iHsl M4n.f l« 0.sgn nezav< xahgs w xpeclfa tnad fn4 r« am anw aeanma ix wwrm�ms anJ mrallmxw uearw w 1�an,aent fr.ao ram: net na.ucu«s. (fn. e:h«Ciasvc aM Snml�^+s soots, tMs pmMn love nrvn tamed «pants vwth:n ax mwnns a naanxwn.) l-1 c �r 1— N..,x,, •; r4v.aa (w.nLM!ro4r.+owl .�.: c,�a•m m,,��tw:..+�n:vr�, vnt. ProrMfct C2N9aLY Category Wnufac er R-1 Name derma iru Corpaon 'S»lggla SfA,'Fibtr Cbtsx.' Eztenor Dowe Swirgug Extador Door Assemges 1f8 afdustrial Drive Edgednn.OH L'Sii "Gestic CrsfCi"Ckesic Craft RiQtk' GWad fiwglatt Dow Pffa'.ns.zse.fT4o ws faatwinn-aw':f- Scope: Rxs is a Plo d Evalua'ao report isswd by R W &i ,og Cops A,a , Inc. as Lyo&I F Gfn,w11, P.F la T—a Tnl Capaaflen based a! R-aplc N Chow . 61G2. Medro:11D d Ufe State d Fbrida PfeArA Apprmd, Oepalmanl d Bvsmess 8 Pfdessiorvl Regutatia,. RW BLelaxg Coos—i's obd Lmboo F. Schbja P.E. do rat have rwr wA 6Noi e f oo,al mtemsf ., aw company rtcx ofaet.mng a di lb,.,;irrg li e W—a +, -y dh¢r—y Lila -si V'—, of me aqd,. na:ncd berrtin umttauons- 1 This Woduct has beel evalLtitbd ard is & wmpl2Me'. A ibz 5(h Eo—i (MA) El —Ls Ba!dimg C ,� (FBC) st! —,w regi»tenon! ex-iodoo tla 1 w Veloci!r Humcane Zone" (MIHZI. 2 aM' —shah ba?s riskd ar0 ipsm ss shown on dm4s. Ab— embednlenl to base material sball ce beyond wali xi—N or straw. i. When used m areas :eq: -N of i box debits prole Scn tNS ryWoct coop- is, 2— 1609 1 2 of — FBC ann does M reyLrre an erNfact resisla''.t covering. This product meats mssiie W_R - aM exiudes WIN Zone 4 as de!uwd in ASTM E19W, x4 Section 1000.1.2 2 0l the FBC. 4. Fa 2x sluff Ira,e cons! ton, ar:d,ail,g of, (l,<.se oo� sba6 be d:e same ss that a— for 2. book m—s cw,sfruclwn. 5. SRe Cgndif— ihat deviete ham the &,As d wowing FL-76401 require hather engl—,o,, wmd -a; ,y a Iws s,! e:gineer m ra3,tered of lfiiecl. 6 See drawee Fl 7640 1 for on aM design pressure Ilmi;al:a,s. Supporr/ng Documents. 1. TTykft)=ort No, Tg S.b,ard Tres Labpralol Sif�Lati by TEL C: Wl--.1 .,^:NSUAA:MMNVWDA 101i1. S,71,440 C5 TesL,g I. 1, ii . 'ln,,11IN 11a,;�Y. i.- ASTM E166&FZt9g6 02 T&, 01mi02i4 ASTM E31002 TesAng Evatuatinn(ah Inn, V K Wlmhl ASTM E19BG-[y21;296-02 e fd i�rip NOA Maleriais Tesiln 14-04231E exl:IkeCaye�(Eas5nen!X miral `:ti4!veny) Dlawmn No. rr it ,d by Sikfned $ SealnJ by Ne. FL-76C rW riLldding consoll-I., inc.(CA. q<,GIa, Lpd[nr SdAt"L n Cakulatia!a Pr2PTrgm $lar!od S. Se,.lob, Gwriny RN i%d:n9 Ca,r.1 I f' I- . (. A tlw",•.3) tY d n, .. 1 ,WI '... 5 4}�.IB�Ass r�ram:e tH:.t fP L 'WTeUrx,¢ l uurng protl Kwitin sq W L o—p 34rf ih..t 11111 I..CJE[, -Qfu and vrJ.nF 5 'E I L I'IUNor a NC^ FX1Exgx CM) -a3u prq ef1ERgN V ( (2D 4R .c�ffEE[[ 3 EiJ /i�frgetaxcucaossT[tflni I aG EYTF3pF� ' n - 2r �g A (3 J wiWlfNt - FxiEpgR NIE¢4JF k 5, M O1 T T�T7�1 «: »agLEq,amn 3 (�oecarocut (Jpea+iRra�en Ci-""-"� (��tas_�Fc (u)'"FY°ru }' vugc. cltoz(tFsno2' _ I REVISIONS NO DATE DESCRIPTION S • � e e R as c Y G ab 3 R C V 9 E E u R o. a._ m y LL C N O � A e- O E M N � O aka 0 :EU N � nU $ t fa y L_ F3m J ry O ()o a F7 F— U Ww = X 0 W �Q a oa O� LL O J LL JOB NO. DATE FBC 2014 DRAWN BY MANUFACTURE SHEET NO. TT-1 qil� 0,• lZ .7. KT" C2)ar X C,q (t zz WWI U 151— EiiCal .414 1 61 ca), 0 2 _3) (13), ==c- __ REVISIONS NOIDATE IDESCRIPTION 41 2, E 8. 0 lL nN U) cc u 00 0- 0 CL 0 < ow C) ol LL, 0 Xw CL U Q 0 U_ _j LL JOB NO. DATE FBC 2014 DRAWN BY -MANUFACTURE SHEET NO. TT — 2 1 } I McSp.Rr^. 1 C�- � avr�nnmwiewea me... 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RRsI i _ _ os. i ! . wn.w000000R cowal,.rs. ewFceoux -.,� r �.- 7 �1.Fns.eRxeP � I�.uS ` w� tui I I I . ram' 1 I t: i i - .b L, -0 P - r _o lJw.m, "s texWed,o �aa re�� w ��caaele.Ye ue. a cucxoe •MCMw Mx cvnRuicR r. clnuxu >� arrneMw NY S tN I I? �' rz cE„ro a.w.r. awKe.b c.. »-crgd ' ggf i ' y i � 1 7 REVISIONS NO DATE DISCRIPTION u i o o W c 9 2 m e M Q EE 0 U N oa a� t L � m � 0 m � K m V Err o ,n o nU U L T mUc H 3m J Q a �00 Q � U �W x Q x 0 F— 0- U Q V Q co _ J O _J LL JOB NO. DATE FBC 2014 DRAWN BY MANUFACTURE SHEET NO - TT - 3 0 CODES: FLORIDA BUILDING CODE 5TH EDITI❑N 2014 CONSTRUCTION TYPE1 5-b BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02) SPECIFICATI❑NS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301) BUILDING CODE REQUIREMENTS FOR MASONRY STURCTURES (ACI 530-02) NATI❑NAL DESIGN SPECIFICATI❑NS FOR WOOD C❑NSTRUCTI❑N, LATEST EDITI❑N APA PLYWOOD DESIGN SPECIFICATION GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM THEIR WORK IN ACCORDANCE WITH ALL APPLICABLE CODES GOVERNING EACH TRADE, OCCUPANTLOADS OFFICE STORAGE "Sill TOTAL OCCUPANT LOADS NEW BUILDING BUSINESS GROUP S1 2,000 / 300 S.F. = 6.6 O. L. 6.6 O. L. SQ. FT. AREA 2000 SQ. FT.... 0 W,Arf!*X ALLWORK SHALL COMPLY wITH ALL PREVAILNG COC) LECO�IC C ODE ANDUILDIN CODE,NATIONA CITY OF ZEPIjYRI-III.LS ORDINANCES :-,r-VIE N DATE ` CITY OF ZEPHYRHILLS PLANS EXAMINER I(, PLAN PARCEL: 11- 26- 21- 0010-14600- 0070 I hereby certif y that I have reviewed this plan and f ound it to be in compliance with ASCE 7-10 and the Florida Building Code 5th Edition 2014 David W, Smith, RE, #53608 T YPIVA4MI FnnTTA LD H Lv 8'X8'X16' CMU TYP. DECORATIVE CEMENTU❑US INISH 4'X4' INSPECTION PORT AT EACH FILLED CELL TYPICAL NOTEi EXTEND DECO FINISH 4' TO 6'— BELOW GRADE OD 'x u <2<�0'H�X 12'BBWqq MONOLITHIC SLAB ON) 3'S C AIRS TOOT' U.N.O. TYPE 'S' MORTAR STANDARD 90 DEGREE BEND WITH 25' LAP MINIMUM F.F. 4' THICK MIN 3000 PSI CONCRETE SLAB REINFORCED WITH 6X6 10/10 WWM ON 6 MIL VAPOR BARRIER, COMPACTED CLEAN FILL, C AP 12'� ` PR MCC❑0 ASTM D157MODIFIED TERMITE TREATED BOTTOM OF F❑OTER SHALL BE 12' BELOW GRADE #5 VERTICAL WALL REINF❑RCING n GROUTED CELL MASONRY WALL FILLED CELL DETAIL W/(1) #5 REBAR FILLED CELL EE#5 DOWEL ACI LLSgqTANDARD HOOK 25' MIN BE3W/ IVERTP & HORIZ. REINF❑RCING fC❑NCRETE F❑❑TING REINF❑RCING REBAR (SEE F❑UNDATI❑N PLAN) EDGE OF F❑❑TING � I I. I I 1-#5 DOWEL IN CORNER U Ieii 25' LAP MIN CORNER DETAIL - FOOTING AND FOUNDATION WALL REINFORCEMENT #5 DOWEL H❑RIZ, REBAR z BEAM REINFORCING a HUVDOWEL-LAPPED WITH J WALL REINF❑RCING \ `-#5 CORNER REBAR S '-GROUTED CELL I NOTE, ALL LAPS SHALL BE 25' MINIMUM CORNER DETAIL - BOND BEAM AND WALL REINFORCEMENT TABLE No, 2 REINF❑RCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' x 8' LINTELS MARK LINTEL CLEAR LINTEL LINTEL LINTEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD SAFE LATERAL LOADS (PLF) PLAIN SOLID SOLID S❑LID #5(1)U(0)L SOLID NO. LENGTH SPAN TYPE TOP BARS BOTTOM BARS #5(1)U(0)L #5(1)U(1)L #5(1)U(1)L #5(2)U(1)L 8'x8' 8'x8' A BAR B BAR DETAIL A DETAIL B DETAIL C DETAIL B & C DETAIL D (PLAIN) (SOLID) M-17 11'-4" 10'-0' Precast (2) #3 (2) #5 NONE 315 1 567 1 567 317 607 198 620 ENGINEERING SPECIFICATIONS; 1.) SAFE LOADS ARE TOTAL SUPERIMP❑SED ALLOWABLE L❑ADS, 2,) DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAX. RESISTING SHEAR AND MOMENT FOR THE LISTED LINTELS. 3.) SAFE LOADS LISTED ON ALL TABLES ARE IN UNITS OF POUND PER LINEAR FOOT, GENERAL NOTES 1.) CODES 1.1 FLORIDA BUILDING CODE 5TH EDITI❑N 2014 12 BUILDING CODE REQUIREMENTS FOR REINF❑RCED CONCRETE (ACI 318-02). 13 AMERICAN S❑CIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 2J C❑NCRETE+ 2A CONCRETE COMPRESSIVE STRENGTH AT 28 DAYSi 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI MIN. 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI MIN. 2.1.3, GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8' AGGERATE, 8' TO 11' SLUMP, 2.2 REINF❑RCING BARS, 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 KSI 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATI❑NS SHALL COMPLY WITH ACI STANDARDS. 3.) MASONRY, 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-02. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL, 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER SECTI❑N 2101.3.1 OF FLORIDA BUILDING CODE 2007 (INCLUDING 2009 SUPPLEMENTS) 4.2 FOR LINTELS THAT ARE GREATER THAN 14'-0' CLEAR SPAN THEY SHALL BE PROVIDED A TEMPORARY SUPPORT AND THE TEMPORARY SUPPORT SHALL NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT, TABLE No, 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' x 8' RECESS DOOR HEADER MARK TOTAL CLEAR LINTEL TOP LINTEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD S❑LID SOLID SOLID S❑LID NO. LENGTH SPAN TYPE BAR BOTTOM BAR LATERAL SAFE LOAD PLAIN #5(1)U(o)L PLAIN S❑LID #5(1)U<0)L #5(1)U(1)L #5(1)U(1)L #5(2)U(1)L A BAR B BAR DETAIL DA DETAIL DB DETAIL DC DETAIL DB & DC DETAIL DF DETAIL DA DETAILDB D-4 4'-4' 1 3'-0" Precast 1 (2) #3 (2) #2 1 NONE 963 1230 1230 1596 1596 785 1386 2' RECESS I hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 5th Edition 2014 David W. Smith, PE #53608 0 NOTE. ® INDICATES 1-#5 REBAR F❑❑TING TO LENTAL LOCATED AT EACH SIDE AND DOOR ❑PENINGS, 6' SEE F❑❑TING DETAIL IN FILLED CELL FROM OFALL WIND❑WS ❑C MAXIMUM ❑THERWISE, FOUNDATION AND LINTEL PLAN 0 TRUSSESI SHALLD AWD GALV,SMETAL2SEATCpLM&S UNDER THEM WHEN BEARING ON MASONRY 25 YEAR WARRANTED FIBERGLASS SHINGLES ON 15# FELT PAPER SHEATHING TO BE 15/32' 4 PLY CDX OR PLYW W/8d RING SHANK NAIL 6' D.C. 4' D.C. FOR FIRST 3 TRUSSES FROM GABLE ENDS USE STEEL PLYCLIPS. RIDGE VENT AS REQUIRED INSTALL R❑❑FING PER MANUFACTURERS SPECIFICATI❑NS C❑NTINI❑US ALUM DRIP EDGE OR GUTTER 2X6 WOOD SUB WITH ALUMINUM S❑FFIT AND FASCIA TRIM k E VARIES i SEE PLAN 1 1 I 1 I I I I I 8'X8'X16' CMU TYP, DEC❑RATIVE CEMENTU❑US FINISH I #5 DOWEL TO MATCH REINF FROM F❑❑TER W/25' MIN LAP 1 I 4'X4' INSPECTI❑N PORT AT EACH FILL CELL (TYP) 20'H X 12'W M❑N❑LITHIC SLAB W/ (2) #5 BARS ON CHAIRS 4'-0' D.C. j I TYPICAL L3 F-1 Li 0 w 1/2' CEILING TYPE GYPSUM BOARD R-30 BATT INSULATI❑N (MIN) ATTIC SPACE ❑PTI❑NAL BLOWN FIBERGLASS INSULATI❑N USE (1) SIMPS❑N HETA20 STRAP POURED IN LINTEL AT EACH TRUSS L❑CATI❑N, EXCEPT AS NOTE ON TRUSS LAYOUT, FILL ALL NAIL HOLES WITH lOd X 1 1/2' NAILS (1) COURSE 8'X8' KNOCK -OUT BLOCK FILLED S❑LID W/(1) #5 BAR, TYP, AT ALL S❑LID WALLS 1/2' DRYWALL OVER R5,4 CEL❑TEX 'TUFF-R' INSULATI❑N BOARD AND FURRING 4' THICK CONCRETE SLAB W/ 6X6 10/10 WWM RE❑ILNF ❑EERSSHHFIBER TT❑❑MESH1❑/V2ER ,00SS6LL PBBL❑YETHYLENE VAPOR BARRIER, 4' SEE DMANUFACTURERSl REC❑MMEND46S FOR QUANTITY OF FIBER MESH IN MIX. (IN LIEU OF WIRE MESH) STANDARD 90 DEGREE BEND WITH 25' LAP MINIMUM CLEAN COMPACT TERMITE TREATED S❑IL BOTTOM OF F❑❑TER SHALL BE 12' BELOW GRADE WALL SECTION a LEGEND HETA20 HGT-2 UPLIFT C❑NNECTI❑N - SIMPSON STR❑NG-TIE MASONRY APPLICATIONS MARK CONNECTOR UPLIFT LATERAL FASTENERS FLORIDA CAPACITY CAPACITY APPROVAL # A HETA20 1890 335 16-10d X 1-1/2' 11473 CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CPU, I hereby certif y that I have reviewed this plan and f ound it to be in compliance with ASCE 7-10 and the Florida Building Code 5th Edition 2014 David W. Smith, P,E, #53608 HIGHWATER RANCH LLC 38833 5TH AVE ZEPHYRHILLS, FL 33542 D.W. SMITH ,M.S.,P.E.#53608 FLORIDA PR❑FESSI❑NAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLAST❑N DRIVE—DADE CITY, FLORIDA 33525 PHOND 352-521-0865 FAX,352-521-0867 E-MAID dwsflpeeearthlink, net 0 RICK COLLHARDT - DRAFTSMAN 813- 781- 3651 rgollhardt@tampaba,y.rr.com TRUSS PLAN SCALE 1 /4"=1'-0" DESIGN/DRAWN R. GOLLHARDT FEB 201 CHECKED D.W.S. SHEET OF 3 OF 6 JOB NO, 2016-1 INEER LI #53608 d- Ln -23/+34 I 3/12 F R 0 N T -MAN � W41A / W/*J/ RN J _, WIGHT ELEVA TION LEFT ELEVA TION RA I A R ELEVA TION I hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 5th Edition 2014 David W. Smith, RE, #53608 NEW PANEL "A" _1 1_il, M(-)hJ I�;, jW I'd TFF) Pn,!�T[ "If -MI (1-11. '{-1..'Z,OU��i „A" Al(: (INTEf FAZED) APF,A MAIr'., MAIN E.I- R ?00A LI D'-) POLE NU. 1 AMP AMP =T'j PkR F'ULE WII<F CdJU WIF,E (_NIJ U _ ERV�S _I(:H 15 LIHTS (7AU V.. A PC��LE N�'_ 1P11' AMP eh R. PULE Wlltl (,NL) WIRE COND OUT SIDE LIf;H IN(, PLUGS — A g R _ 1 1 2#12 1 #I 5 j 4" _ ^ti L#12 I #I ( _1/4" j q" (r� 2#1 D#i 1I/i: 1#I2 _; '4" Ti 1 4 E U '0 1 Z�112 2#12 'I��1 ' EMT 51i;N 1#1 PLNr, - __ )4 P so 3' - 2� -- - 33 34 35 36 37 38 39 1 40 IUfnL CONNECTED IOAD- CONNECTED VA- PFR PHA F F V;+(--__AMPS) - - -- - n�rAl nFMAr)n I-uno: _ FVA" -AMP ,) i_iLNNEC FED AMPS I,EK I'HA ,E ---- LICHTIN(< 11VA 4 i DF FVA 1 F�Ff T,_- VA. 71P T IO,QA(i QV IOU"T FEMAININC a F�0"' - KAV A, G 4 ( A �jj I �.) I1.1 - I VA -- - _— MI`-.C,: I<r:A ri I.uu L.F.— _—__tVA ELECTRICAL TO MEET NEC 2011 EDITION BUILDING ELECTRICAL LOAD CALCULATI❑NS NEC ❑PTI❑NAL METHOD (NEC 220-12) A. GENERAL LOADS FIRST FLOOR AREA OF BUILDING BUILDING -,000 GENERAL LIGHTING & RECEPTACLES (3VA / SQFT) 4,500 OUTLET (4) ©180 = 720 (180 VA EACH) 720 TOTAL 5,220 B. DEMAND FACTORS, NEC 220-82 AND 220-20 FIRST 3,000 VA x 125% 3,000 REMAINDER x 35% =5100 1,785 C. FIXED APPLIANCES + TOTAL BUILDING DEMAND LOAD 4,785 F. TOTAL COMPUTED LOAD TOTAL COMPUTED LOAD 4,785 — 240= 19.9 AMPS LINE VOLTAGE 240 PHASE 1 FEEDER OR SERVICE AMPERES 200 AMPS OVER HEAD W/ 2/0 COPPER RISER WIRE (3) 30, 3W (1) 10 (TYP.) — CW lJ'LL1 C -------------------- ---- E X I "D I. )oIjA IIEW O0 AIMP MUFF Fid,] �) UTILITY TRANSFORMER BLDG. r- STEEL WATER PIPE 1/0 C 10' CU GROUND ROD 3-300 MCM ELECTRICAL KEY r)HPI FX CONVFNIFNCF OIJTI TT LzHs- 4 PLAT-:F OH I LL I AH(_1VL W.P. WLA I ILI�I'1?(_)01 D1_i1 LX OU LFT t"ZG F.I. (_'F0F)LJND FAULT INTFRR JPTLR NJF'LCX OU 11 I I HALF-`,IJO IF) DHF'LFX 01.JTl FT L('IAL PI-JIFP(_) ;I )IJ I I F NZI DUPLEX UU LEI IPJ FLOUR 2,10 V(-)I T L)UTI FT WALL `-;WITl.lI 13 IHR- -WA'r `;WII( II 14 FOIJR WAY `WITCH IR RHFO`-)TAT _)OTCH - CFII INI_I Mi:)IJN IFD Jli_;HI- RXTUG;C WAI I MOON If I) INi;;A[,dIIF`;(;FN I I IGH I f "I)RE RE(-,E`_)'_;ED INCALK.HT FIXTIJF)E P.C. Uf;11T F1'w'THJRE WITH PULL CHAIN RJB RFINFORCFL) JHNi_;IION FOX [+LYwD I IOI I YWU l) `:>TRIF I IGH I HNDFR t:_)OIJNTFR MOLINI FLU()F;'F'_,CFN I LIGH I FIX FURL 1LUiiRE`_,(�Ef�T HGIIT FIXTHRF FXHAIJTJ FAGI FXHNJ(_-)T FAN/LIGHT C(-)MC31NA 11CIN �i 810 GOO (CUTLET FOR GARAGE DOOR OPI NI 11 �D Qp FLOOD LAMPS NSW PANF1 xa 2UUA '1 % C I°T �p 1 0/24(_)V , 20, W 1 + 24" MINIMUM ABOVE "FLOOD" LAIN OUTSIDE INSIDE NEW POWER DISTRIBUTION DIAGRAM SCALE: N.T.S. j r N I hereby certif y that I have reviewed this plan and f ound it to be in compliance with ASCE 7-10 and the Florida Building Code 5th Edition 2014 David W, Smith, RE, #53608 ELECTRICAL HIGHWATER RANCH LLC 38833 5TH AVE ZEPHYRHILLS, FL 33542 UV� D.W. SMITH ,M.S.,P.E.#53608 FLORIDA PROFESSIONAL ENGINEER LICENSE -NUMBER 53608 PROJECTS ENGINEERING CONSULTANT Z 9909 WALLASTON DRIVE-DADE CITY, FLORIDA 33525 PHONE,352-521-0865 FAX1352-521-0867 E-MAIL1 dwsf(peeearthlink, net RICK GOLLHARDT - DRAFTSMAN 813-781-3651 rgollhardt@tampabay.rr.com ELECTRICAL I SHEET OF 1 /4"=1'-0" DESIGN/DRAWN R. GOLLHARDT FEB 201 CHECKED D.W.S. 5 OF 6 JOB NO. ENGINEER LICENCE #53608 2016-1 N❑TE: FIRE EXTINGISHER M❑DEL 10MB-8H BADGER 101b MULTI PURP❑SE ABC ❑R EQUIL. FE FIRE EXTINGUISHER EMERGENCY LIGHTING RECHARGABLE BATTERY FEED FR❑M LIGHT CKT, EXIT EXIT LIGHTS 4:=�� EMERGENCY LIGHTING OCCUPANTLOADS OFFICE BUSINESS GROUP S1 STORAGE 11S1" 21000/ 300 S.F.= 6.6 O. L. TOTAL OCCUPANT LOADS SQ. FT. AREA NEW BUILDING 6.6 O. L. 2,000 SQ.FT. FIRE SAFETY PLAN W� I hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 5th Edition 2014 Z David W, Smith, P,E, #53608 ENGINEER LICENCE #536( J❑B N❑. 2016-1 FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # Application Type Cade Version Application Status Comments Archived Product Manufacturer Addrms/Phone/Errall Authorized Slgnature Technical Representative Address/Phoner/Emell Quality Assurance Representative Address/Phone/Email category Subcategory Compliance Method Florida Engineer or Archlbact Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL16468-RB Revision 2014 Approved r JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800)535-3936 fbcl@jeld-wen.com Kaede McLaughlin fbclCDjeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800)535-3936 customersery iceage ntsOjel d-wen. com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE-73778 National Accreditation & Management Institute 01/01/2018 Locke Bowden Validation Checklist - Hardcopy Received FL16468 R8 COI COI JW SS 201.5-04_27..df JVM iftbDauer s x+w�wr atael`� AL Ix # AllT6iTgR�CRONWYl1a IL ALLP114THWIS utw]o09AwL■lMuinitieSuN;ne'MW a ne cat# 71WE0*AR5 VMM OFp waOawa&WLAMa oorPaSIM MA�Two w4w6p TOINa xT .72D' +1-.t'15'MIr3gW1aH AJIBPIpIf"y OR6R f+DP. 111a cscr�l■wr�lare�o„F,Dha.asF�NalrraNr�Fcx,,►aNai�a.M- Trs . u z .t �Nale;: Y#itaaatrsrTTwerFl4:TitAlKsrit NaL AN% UNT7iWUL.MMWTAL SAT LOQ710HFUrKr?mmw oV4AwaN: ox"INAT&MRIMNO ptAT11l. CHLOMION 8eL7UA4 To rx+oaaAUlrtTNArrr.p .� M 7 ■ 1 a L rYT1r. q) or :•r: 4�1 �QQ'Q rry2�i7�7'Q�+R3 4R i16lli'PklgltlterMir fNaeSMml6soLR9aPta Sr C>tS L2JrteaeAxosAcaalcr:llarorsAaAeal>.tec. Q mom okrasTVPMFMAUMae iTSme-aonmasaw umW UP M. Q $a ear FrwtA,mwrrnasasmmKa�vwr olra. ED sFrrtarSaeaLLAr6L6gISrsLWrtaAerae6etulae ED WFwamW"aamwoINwood,MBrwo rMalT1MLLea;I.irr. ID tF nKualNita WU leAC K M w NIX WWOM WRLBE ® OPrtornLLT, ArtlirO C" w nAcw w 6aeXprraaLrY* cPwwAtr vmn uxa m NINIrRMt aNaaG!■If WI aaNfl: C—L> O►6%T= 045 RIP sirm won Oeair. so "saw AImIIY'IdIDRt>ETAIS r'�"'""° xilmaLfloL.Y W. ONNI ; p p+AA1al Aisri �'GJC� }C_K7 TAS 202 1994 AIxte 7aC1ITiwtN Iats+t7sLoiswe0erottaw■eTogr4Tpp ; , d. a law 1ftl8rMl�91t�CCQItI OFfa IgtAMr8ia14A 5A3lOGiQaRil2atTNERiKf iw ftwo 2wtL2m Method 1 Option D 04/15/2015 05/01/2015 05/10/2015 06/22/2015 FL16905-Rl Affirmetion 2014 Approved r ASTA DOOR CORPORATION 4255 MCEVER INDUSTRIAL DRIVE NW ACWORTH, GA 30101 (770) 97+2600 Ext 208 3FRENCH30ASTADO0R.COM JAMES FRENCH JFRENCH30ASTADO0R.COM James French po box 420 acworth, GA 30101 lfrench3oaftdoor.wm John Trullllo 4255 McEver Industrial Drive Acworth, GA 30101 (770) 974.2600 Ext 225 lbiAlllo0astodoor.com Exterior Doors Roll -Up Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or licensed Florida Professional Enginew r- Evaluation Report- Hardcopy Received Joseph H. Dixon, Jr. P.E. PE-7768 National Accreditation and Management Institute 12/31/2016 Gordon Thomas, P. E. Validation Checldist - Hardcopy Received FL16905 R1 COI CertiOcateof Mdeaeridence.adf Referenced Standard and Year (or Standard) m Year ANSI/DASMA 108 2005 ASTM E330 2002 Equivalence of Product Standards Certifled By Sections from tits Code Wo I affirm that there are no changes In the new Florida Building cads which affect my product(s) and my product(s) are In compliance with the new Florida Building Code Documentation from approved Evaluation or Valldation Entity r" C, f Yes No N/A FL16905_Ri COC_35010f self affirm 16905.pdf Product Approval Method Method 1 Option D Date Submitted 05/20/2015 Date Validated 05/20/2015 Date Pending FBC Approval Date Approved 05/21/201S i 14 L"1010-trxi WM Eir SU 0"WLTS U66 Mr x21M etrtM Ar+ICM 91110MFOAWANIZ D81M. tiNVMREO ACCORC IM 10 A.E:TM. AsimM AND F1NNHm vAIH AND e►1iEp irOLYt%i1181 TOPCOAT ON NOT61) STOP T W TYP I� ORIO ` � �Hr�7l�L► I� «Nee ♦'t�� A` ONE LOOK LOCATED AT EACH END OF CURTAIN. SEAM Z x 1-IM 12 GAL IGE DETAIL G&VANIZED' f ALUMINUM B07MM 9AR EKTRUSION N.FLATV#SHER a xi Yi TRUBC Tr 3 T/2' -18 HEX NUr HEAD LFTCUP TTOM m Ati'fRACiAI 'up I 1us � SUOEBOLT 2'�t/2 /2 l-1 TV. 104" LOCK WASHER r x I1 GE NIX HEX HEAD NUT OALVANIZEO IX1-111-1-1 BAR i t 99MUMM&M t 6uvu.narww6w,acr•6aN,w..+reoanoo,rwrowo ) NO i. ow16��enuoueoMvar t xenxru6.:on.•rrx6aeo t UMM FOR CORRUGATED SHEET A87M AOU WITH MINM M YIELD sreoar v rv6xn aepx Z OF 80 UBI AIM TEtIUIE STRCtWH OF 42 OL SAA0E 6tq auwc vnnarwm7maumlG w.00t+o�►etrm wrwaw 2 OleOESROLLPOIIMSC(1�OAUGf6G71P-1 osax61Dxo6cAreoxAw-e+ore6o�w7eWe+xnroira6•r �'OAl.W 06'IML ne.rr6are6rr6.10aAre61Mw1'Wom, YlA/aiMM 9 QUIDE NSIM FORMED (12) GAUM QALVANRED SWL mox l (tOIGMMGAWANI EO IFTEEL VACLOOK CUP FASTENEOW►N xe6nrrurawsawxw� TWON7r6T8 x.4orPOPWOONFOMCOWAMK)NBPERSAE aM="��2� K�+a OF EACH SHEET "oem.a swAm wowr6 �utreru i mom am - AQdbirldl�tp�NA� POa'tlTii AAMBB. r r/4 x t' MR CONCKM JAMB, UBE IV x 2• 1,W THONA et11IRVA UN2ANDFASTEPIEDrFROMFLOORAE)O4rNI1W�180L18YNTN1-tATA7rMAt1tA ND8W1CipATruJ6tC@IT6a 0160MINITAND FAsTvmIII Fwu FLOOR ANO IMMAT24 ON COM THEFrSAF7(w+t—^ =11== I� 21ff 13/8' 0• b t„ �. GVW x I, SLOT 2'x2'x9/18 2 MUCTURAL STEEL ANGLE MEIN" N oliIiSlQP..riLt 9 2.888" '�'i .31- 28 *am .+NE NM 40 aOO� ��ea■��rL��LLae���� 4216 MOEIer exNeelrY Of. _.4 98 ' Hni,7 AOWrxpr CJ1:0101 PF+:(11O1 W41800fFer(f781 914-1455 e r 6i . • rr •. AM NOT SCALE DRAINI MH I AX&SPA - + -t REFERENCE TEST e MMTnVOR NWM cow Xx - +/• .016 16i6A1H' epwN WON YA-+F.M c.r6 oAuw Gergli�6Dlt IMiI.: �BMliwll9d�1: OBIS i ■ralF .""" L P 'd-1 .... FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Emal l Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emal l Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL10124-RIS Revision 2014 Approved • GAF 1 Campus Drive Parisppany, NJ 07054 (973)872-4421 I Indarel th0trl nityerd.com Beth McSorley I Indarel th0tri nityerd.com Beth McSorley (current) 1 Campus Drive Parsippany, NJ 07054 (973) 872-4421 bmcsorleyagaf.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W Evaluation Report - Hardcopy Received Robert Nleminen PE-59166 UL LLC 11/21/2015 John W. Knezevich, PE W Validation Checklist - Hardcopy Received R 1.0.124 R15 COI 2015 01 COI Nleminen,j?df Referenced Standard and Year (of Standard) Standard Year ASTM D3161 2009 ASTM D3462 2009 ASTM D7158 2008 TAS 107 1995 Equivalence of Product Standards Certifled By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 03/31/2015 04/08/2015 04/12/2015 06/23/2015 FL a FL G299-RZ - AW1iCaUOn TYpe Revislon Code Version 2,014 AWIcaton Status Pending FBC Approval Cmiments Arcrived r Product Manlhchrer KAYCAN LTD AAdreWPhOre/Email 1 Memonal Drive (Udhkrd, VT 05476 (406) SS3-681B EkC 0 ai ex. jovenovlcoikpprodutts. col AtAhcrized Signature Jovanovic Alex al ex.)ovanovtcpkpproduccs. corn I edTnlcal Representatve 1- LLrKll,m Address/Phone/Emall 402 Boyer St wiliston, Vr 05495 (662) 2S2-9991 joe.Indine®kppr.ducts. cam quality Assurance Representative toe Lundine AAdress/Pho re/Emall 402 Boyer St W;Jliston, Vr 05495 (662)252-9991 Joellndlneekpproducts. cord Category Peril Wells Subcategory Slicing Compliance Method Evaluation Report Rom a Florida Registered Architect or a Licensed Florida Profesiwhel Engineer W Evaluation Report - Hardcopy Received Florida Engineer or Architect Name Who developed the Rotx'rr 1. Amoruso, P.E. EVaifaboh Report Florida Ucense PE-49752 qua Ey Assurance Entity Architectural Testng, Inc. Quality Assurance Contract E Vlra¢on Date 12/31/2016 Validated By M. Urtch, PE yS-.even ~ Validation Checklist - H.rd imy Received Certificate of Independence PL15299_%t2_COi_COI_2209_Rev l_415-0229J'EP sir Key can D6 Giding. ss,pgf Keferenced Standard and Year (of Standard) $irk Wear ASTM D1929-96(2000)el 00e1 ASTM 01929-W2001)el Olel ASMM 02B43 99 ASTM D2043-99(2004)el 04et ASTM 03679 OS ASTM 03679 UI ASTM D5206 13 ASTM D635 96 ASTM 0635 06 Equivalence of Pr olW Standal(k Certified By Florida Licensed Professional Engineer or Architect t1L;299 R2 Eduly CCR 2205 Revl a15-Oe'29 PER HAy an )b o ding —cidf for ' EXTERIOR R155WCH to DESIGN, L.I.C. _ +:sttMottavltrtto'ces [DS03 JKS3 C-HRISTIAft r UNIT #13 J .ERD oxia RD, Cr 0151t78 PHOW, (203) 262-$215 FA7tt 4203) M-9243 EVALMATIIOAI 1111100"i am 1.Ri1 Allies Read, dew 7.3 Elrabotioa ft4lpatt t)lif!'L1113A-Ri hove ion lk 16i/J lliZD1.2 tf1cam This Evaluaeioa Repon is Saud undies, Rule. 9Mf-3 and the applicable Ntales and rep ilaosw governing the we of ernaftrlaetiarr Mnntettids in *e Slats of Florida. Ttr dociumlim edon a,bretkt+ed has boom tl iewied by Rabbit fdainini n, P.E. tar wall of tha product under the Flaltiida BuiidlitV Code and Amid& Building Cade, RaaidenWil Valligarmss. The products dascribled kt teem have been daiA`gned to comf ply with the 2010 Modda Cade sections noted hereto, Oa"ArBDNa GM Asplidt Rod IILMlpleis i.sitl.tlarsa Ebob tln+t shall bear l hill" in accondence with tibia r milostroants tlrHl Acembdibed Quality Assurance Agency noted herein. CONTMUED CO WUMUIM Tries Evalkoitlloh f oplott is vasd until ouch bents its the naAiadl pkadttil(M) charVallr the roWenciad late to peodud itha r Quality ArapUlexltt Evaluit a Ro Sly nerned dhrrtt that Wouiriment to notify Robert NiAernineri, P.E. if ties product denypss or the rafiaranoed Quel ty Assurance d ocurroatedw changes. Trk*Vl tD requires a cornplaae review of this Illivalluattan Rdport tdleltiPe to uJpdated Coda nequii+limult 8 with oath Cooda nth.• AaYEETDBEmorn The Pvbtloatlon RalpM;etfalatrobor pnk* dad by MitWpFft'Ttflrr tFIMD )? taftetl' mayi be display" in advatiicattq 11taratlw41, lid arYjP portion of the EvaRbliba t Rdp a" is dispialyod. tttsn d shall be dotes in its onbray, baltinumthe manufaeturt �v oon r Its dilsMbutors Omit "I to available tree *c#w st the jab ante at the ra tilwast of the 64"ng Omelet. This CnrattflflOM %port Consires of 1> 11,1 throutph 4. lhtalawed bV1 s tev«AMIirrarrarPr WraIR.. �.�wEt �e v trIRP 4tw Hobert �.MI NisfainfsbMA fPsll. , aLatrrc tiara. tatrt�tcwtteRL«Lras Pllrr*b Arpllarak" Sam Obit nau*b III" Ar11AIp1Bt3,T . "i+AYb ,/ Nu µ wr(t �uwwworrrr aea.TIRI�.. 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OP tr•PIONk TABLE OF CONTENT SHEET OCKRO1M I GENERAL AND INSTALLATION NOTES 2 COallougm AND eLL OF WTUa RS D CONPOMENM ♦ VERTICAL INSTALLATION CROSS SECTION 5 TYPICAL INSTALLATION DETAIL DESIGN PRESSURE (PSF) RATING SIONq SERIES OESIW PREMM (PSF) RATING (SEE NOTE 21) W RICHMOND +/- 13e.9 Df ASHW.W fr A,w..ra A1«I,Aa1W '00'01, 4 r�ti )"i `Ew3�STATI PAW, aon.P "Maw fts".Ma EvAM1iNLmm 1, BctTPE1 1lrwbsct cateylorYl Rnrfis]j a9Nit-tr�ot'tt AlphaR $ CPDrapWartcw l GAO F-a 3M110911n( as PrWM=d by W. tROC aoOWN= oe stikb the lalfou" S$Ctatua d the bgnraas 110 "Inq Code Rai 0111" Swilidballf Cade, BraNmMiri 4ibiuntla dWottph lastaii in aMpidartrs W tfi the fotr4etap Sba dan C cm0pl4ttba is sllidjed %M"hIMO" and Eeaaattkats / C-Mb bias Of the to irrt6 lerein. 2. STAKSbantift t un.3.4 Ya L tse73x.i areet4t trrleltrRrttrr Affmoll tkabaVP 1SN 1Se7.i,7.i, eeaB�..9-t SMaCentArar. A&M417DleI. Iktea N Aa7 iR5Lx.leeefB.lsi TYstttaslesebaw TAX Sox t4sM 3. f1RIBCE53 Ald t tioedmim � p#04ituvswwrcr 04W Wilt I lUs I 1 � AM owl, TAa tar t A it t AM plait, YAs 10P LA. t Asia (jll@61, TAS W tA 1 A"* 0141 LAL # I Aea4 00"t Ul I A11" 0*41, Lk mA A"* Cf#b61 it TV I - AM C)14i11 it I AM it :. b AM 1 AIL I AMaO O t61 Ll - 1. A"* Oftsf, 011,11i U11 1 AM (o tMlt, 01116" LHL M.- A$IW Milli, OiR4X LM ml AM* Dbuilit (iL. TOY i ASHN 01Sb61 Lit m I A"* Cet81 it m I AM* DU* I it I ASW Cft*i, ERbtr7 1A i Aril CAata1, &PSU. , 011ibl Ul; 7 1. A NSW OBeit, rlalt41,1 to T I. M AI Dub., 00"3 44 Alm on A/ "Hite{, Lit I ASW pNia, Dille, V 4M % I AV" 03"1, 0111a, F ui I. ARM Otltit,Oit",WOU LR 1 ASe4 OIAIat I4 1• ASS L31a61 m l ASS DU61, 07tta; VSN4 LIP I • Altet OSa61, 0114a, $004 lA #7 AMD1314",Ditll, 14 1 • AIM 0>1S,111 ifea � Li: 1 AM" Wail, Oi1tt. txP4RQ Will r Rawrch m' Dod" 12.L: cono w rt'Jewmwwmo tawm ,WatsaelM Walt �rUiNpW'AewetAt at 41I al71 t$IlA e a21Nc11sbMl NWeltlrel rrwsyRe7t 19MraWtaar s9rCAl,T47 4(1itLirro9 43rpD/sir4 11bf O7fire5 wrlKs.i 9894 flap7]"NISR4 e4rtki te94 eti2Ti'2ar arNRd3ilr4 ttltpWtwl} IIrNe2A44t1 1kfAtePr11NR# eaRit274ibi 1AR4 4aN127424 ltgilei'.io4/ vaic.,aso:r7 niti4°4'IrM arG1 W714 6atleyltr9rl milt tA(l11MkrMf. aMitA3:�a& tliasilA4e o111C64.1tM'f 12,f;k7t'#rea r7t� 4dtiR1Y2o67 acLrsi+lit Itn,,Nillitaer aa("A6ii4a 41+AaAyloer 47�6Ai1'4i StJorA'risr aiA>rAAltiMi6 R(Ii1Vbase ex.�leeB oLrote'xs0s OWAAOM MA4iWJQ04 oscA"I" 0013WIN" eir4cowl 91116fetileM OIICA27308 Dei'Yii. WAMM Tgrmitis VOCAL"" oil/laratli VOC11F.tW CELfy7M19 mr.41ee3 Dei"3019 VOW444M3 11 WAne tow -UM luiWilill 414#ARW 1411twO11 E441owim Mtlpwt OLS"OLAO-Ra PLLa12MRe a- Na", 0 GCeVOW3012 PAs4 2 of 4 TRNTY ERD 6.2.1 hoMbOm of f'n'utlNt Scarcer Strip Shinglea aid Weselthativloor Saidar Strip SidPlgies NOON comply MAM me waraftlunees current plabodled avainme"Ons. 0.3 Altlphalt.1t1*mgk al 6.3.1 ailkii ( wiper slM19k in au otdan® with PITZ $oiltors 11042.2 or RMS-2. w@n Oise kreaety amcq*iom: s CatMet. Ca stun It / tamew 30, Gran9 sun 11, CAMIry eeatsion U. "laawn )Meal woodland mWif s; mkwwxn but M h"Aft ors Pita ta.ktgle 4A.2 ileasi n is sW be in a0tordance aft mrnufackwaHL podAw red retptlrtarwltg, but not loss than PW IM21.160e RX5,2Ti. slispks am ant pepnkad. 6.3-1 iNbam that rod elapNl it 21 uallbt vertical In 12 wi tc horgonBltk special wAMwAs lo/ faaMadnq are regwaied. C0490a tole shittgbir rnamalacluirm ON desalts i.4 clip 4, pMdpe Shi gala 4.4.1 Aa orR of Rldpiaea a, bass l0 and 12 Upham she# of llit VA" "a trtom6drxds Claim and pm Instructions wo a laatknnan griefs per sbte (Soli d (wo (4) naas par shargho) and agptudt rm ifirl as ftes.. 6.4.2 bastaladen of Sea l-A-"e,, SaiarFArbadyai Armardaklel and 9 btWAad Mmk&W 1M aeon* althtgks fella ownw wide the tnemufaetteer'c carless pmm*w bacatleuusa volt a two tt) molls par s1W filtc- 6.4.3 of Tarib+erk" 1IEp Rod ft9e dllagks *all oarFyibF WNtt 01c rns a cortaad. pubMRh®d arstrtlldlahs WIdN a bNp (2) rank per Sliaivle aid beads of Sonud ft apt Grin Grads ViDly9reWans sa dbl4 Hersd PAL PAW" and Fba6wn SeWal r TOpCDW igen.seat AtihWve. 4,4A4 she! be In raM '11Ir rar'r pu bludwd rallitivigniielift but not don 1116(. 1Sfti-2.6 or "KZA. Staples are not pwallowd. 7. Lesumm. 1.1 dadl arts snneH gear a pommisheat band wish ON Iaamur WtUr ra ARMY*. loge, ttty, sate SO* of theAeoedrad e)1(u11iY AlaNrertce Agettgr .toted IteTeeL 1.2 Aeptatlt dlatpfe shell IrdtcAm ; , W Bil)eRrae ri+Aka h at du rataalred classiblodliont d acteo Nn f6C Ta i.2r.1 i li .'L.G..L Nl. fu i"M PttsreStT RequtsommiTsl As ra uiESSO by the Wkbwp Offlclall at Authority HwA% Xxti llillixl in Order to property evaluate the famsfiestm of 0* product. 0. iltaWMTOACTUMG PLAKM (i: Oho eaeead QA Wry bx a 0rA tetadt pkrds prodllEz: prclSutAs ()orPmed aP' fitaitlllt lhtle 0" QA Kequtr4lI W 5 11pi, QULIiYI MML4MM ENTITY. takraaorbes - QLIAXM; ("lli 664-U4,1 - tl4MQ ill+ t:WALiIaIf RtV+12M3 - Lldrrl/sr nos c4 Oral DOWON6 LLit GLIO as dtaeewatlme ma EVMNWOM Robert 015 aerleitd a: a1J$fAiiQi3 pspli44f 4 Ito ANF ADE Livium D 1,10" 2 D6 RICHMOND PANEL/D6 ASHBURY [NAvIN, ICt Y$A,V, -0RI R70.C' W e106-110T BILL OF MATERIALS ITEM DESCRIPTION MATERIAL I KAYCAN 06 RICHMOND SIDING VINYL (PVC) 2 KAYCAN 06 ASHBURY SIDING v.M (PVC) 3 KAYCAN STARTER STRIP VRM (PVC) 4 KAYCAN ]-ChA N/EL VRWL (PVC) ` INSTALLATION ANCHOR; 0.14' DOA x t-t/2' LONG RING CNANK ROOflNG NON. WITH D. OW MCAP MN. GALV, STEEL OR 'STAINLESS SIF.CL Mawr rF1LT UMENAVN ROOF IMTala INL aflame a W&S a01NI1Alw r 06 aaT SMTHM NAIL a gate all 1NBLs e!♦INlwp 4' W. NLTALt � oral BlluTf■fB YSE ONLY I9OIa1 RAaf TO 1111111113 umiguvmw IN a AK LAW � ROOF UNDERLAYMENT APPLICATION TTPEOIL M GWA.aO a LTG L ROOF COVERDNGS SHALL K APPLIED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTION Mi. FCC, RM E FOR ROOF SLOPES ail UP TO 442 Ui M AYWff MALL K A NINDLW OF 2 LAYERS APPLIED AS FOLLOWS CISE ADOVE) FSC 1707.3AAL & FEt Riff SLOPES 442 OR GREATER UNDERLAYMEM SMALL BE A MIKHM ff ONE LATER OF UMEiLAYIENT FELT APPLIED AS FOLLOWS, STARTING AT THE EAVE UDEALAYMENT SMALL E APPLIED MIRE FASHION PARALLEL. TO THE EAVE. LAPPED r Am FASTENED SUFFICIENTLY TO STAY IN PLACE li DCNOLM ARE LAID. FIC IS/73A2 4. a@ EOM DR! EDICK SWILL BE PROVIDED AT EAVES AND CABLES OF SlmaiE RCS Am OVERLAPPED A NDNDWI OF 2 INCHES CAVE MW EDGES SHALL EXTEND 1/4' BELOW SHEATHING NO EXTEND SACK ON THE ROOF A HBO" OF 2 D6HEL DOW EDGE SMALL BE MECHANICALLY FASTENED A wiaNUN IF Ir Of CENTER. FBC 1007.588 9 I liff7ME8'W'» =oWI ON,407a 'a y�O��ttwra 0I rJ?j�ti a,�oNA4NE AIPW LT mOR O i)20 (-c 190 o r_�r_�I � • J o zoo ^>i5 C. 138- �jr 1.7v) MAIL A L :5(; 1.700 Yi'0 I o.7se 0.12@%--y o-5)5 ..'L 3 KAYCAN ALUMINUM STARTER STRIP/TRIM PRODUCT NO, 1082 DRAWING NO. ACAAS-18000A �A�1NL� �T ISTAL aaP 1OW WAAPPLM #= U1MVNW STMr TAN sae WITH Tq ow Ow FIRST sTA1tT atloa ta✓RS[ Lea FILL ow as Wow ca 11111117111 ROOFING APPLICATION L Riff COVERDOGS SMALL K APPLIED M ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTION 131117 FM AND THE MANUFACTURERS INSTALLATION DaTRUCTIOK. E ASPHALT SHDKLES SHALL BE USED IDLY 13N ROW SLOPES OF Die OR GREATER. FEN Riff MKS FROM DIE UP TO 44C DOUBLE UmERLAYIENT APPLICATION IS REgpRM 3, ULESS OTHERWISE NOTED, RENDm1E'D UNOMAYPOff .HALL mfOBM WITH ASTM D 926, TYPE 1, OR ASTM 4969, TYPE I FDC 1807.3A 4. SELF ADHERING BITUEN SHEET SMALL COMPLY WITH AMM DELI pit AM B346E FEC 1'W?-U S ASPHALT SHINGLES SHALL HAVE SELF SEAL STRIPS OR K 1NTOLOCKING, AND COMPLY WITH ASTM neEs OR ASTH 0346E FSC 1B07S.0 G FASTENERS FOR ASPHALT SHD iES SHALL BE GALVANIZED, STADe M STEEL, AUBONU6 OR COPPER RDOFING NAILS KNKIN 12 GA (0.105 INCH SMNC WITH A MINIMUM 3M DIAETER HEAD, OF A LENGTH TO PENETRATE TH MKIH THE ROOFING MATERIALS NO A PM" OF 314' GWW INTO THE ROOF SHEATKWA WHERE THE ROOF WATHIM 19 LETS THAN 8/4• THICK THE NAILS SHALL PENETRATE T M THE SIEATHDIa r9C 130746 7. ASPHALT ZOOM SHALL DE SOCIARED TO THE Riff WITH NOT LESS FOUR FASTENERS PER STRIP OR TWO FASTENERS PER DmVIDUAL VaNa , uN ESS OTHERWISE NOTED ATTA01ENT 6' ASPHALT SHINGLES SHALL CONFORM WITH ASTM D3161 OWNIED TO Its MPH) OR H-DC PA 11117-9t1. FDC 1007A7 0.250 DA3 II- .10 10,042 •—t. ..1j-^. KAYCAN VINYL 3/4' J-CHANNEL DRAWING NO, VJJ34 p1N i EP8 4 a Cotwa Fq3...• 'k' $'$e41 ATL OF rusk PLYWOOD NAILED AS SHOWN IS DESIGNED TO WITH STAND MAXIMUM WIND LOAD RATING OF 130 MPH WITH FASTEST SPEED OF 110 15/32' CDX SHEATHING SHALL HE NAILED W/ 8d RS NAILS 2 6' O.C. It EDGES AND 8' O.C. MAX, IN THE FIELD. USE 1/2' STEEL PLYCLIPS. u u u u u u u u fi i— H H it H II n n n STEEL PLYCLIPS n n n n 8d RS NAILS (I (I PLYWOOD NAIL PATTERN (ROOF) HORIZONTAL ANCHOR SPACING (RN) I KITES 3. - 2 , . GENERMUGSAL SEE GEeeRK NOTES 3, r AND 7 OH sPlEn t. IWO.C.2x STUD atll ravIRNE IIAtAr (W W Olt oR Na 1JAq a it F,XTERIOR INTERIOR «fRmr >rla an'f'0.o aaN. 7/IWPLYWOODMO ID(STWS.19' O.C. 1 PLYM000/09a sN NRM, IWRIUM. saE GENERK NITS 7 ON SH[CT t.WAT ar �q t.L T/tr rlYwoO,:gr VERTICAL ANCHOR SPACING (IN) ■ ON SEE (aEIERN. NONE a ON SHEET t. SEL G NESISIWE NOTE 1PO.C. 2X9TUD �a errlq{ Y)AR (14 Y N p NNa at«r ..t T/tr .at�roEifaut 11.0 Nr n mr Fj INSTKUnON ANCHOR SPACING. 1 t.h1' VERTId'L SPACING (SfgWN). FOR Ilpa2oRK SPAGNa, v.,a� tr ANN. NWPLYWOOLY09B I21t STUDS-Ir O.C. li � I� SEE TABLE AT RIGHT . tt:] Wl )/� a,-0 nN �R,R4GrANr fjlb INTERIOR �1R 0006 DB v«TL SIDING 1 2 OB varcL so«c «STAWt7pN ANCNaRO INSTALL ATgM AN-0 15' VE;Mjk ON CENTER EXTERIOR SPACING - 2X STUD END. a' VERTICAL ON HEW" ALUMINUM STARTER SriSIMCNO - MNR N 7/tr SHEATC IO V«fL AS VERTICM TRIM -// - '• IMAM 1wpILEr 'W OAWw«uN STARTER s1NP Ii INSTALL, TTON roc��•�ciT irk 4 D6 U49TALLAT'ION ALUIIIINUM J-CH EL�TRIM STARTER STRIP IS AaTISR t IN3T TON IN, 'S?u r"{9A,'yo1131a POe ADDITIONAL DETAILS inwa �90F1 ttrlh or cl� ,f 4 P 10�• �?If �A6,6 DNA ;4�.f Sections from the Code PruduCt Aprrwal Method Method 1 Opdm D Date Submitted 06/17/2015 Date Validated 06119/201S Date Pending FSC Approval 05/2B/2015 FL If FL16SM-RI Application Type Revision Code Version 2014 Application Status Pond mg FBC Approval Comments Archived (- Product Manufacturer KAYCAN LTD Address/Phone/Email 1 Memorial Drive RI chford, VT 05476 (406) 553-6818 ExtO alex,jovanovioOkpproducts. com Authorized Signature Jovanovlc Alex alex,jovanovicgkpproducts, oom Technical Representative Joe Lundine Address/Phone/Email 402 Boyer St Williston, VT OS495 (662) 252-9991 j oe.l un d I n aC kpp rod ucts. mm Quality Assurance Representative Joe Lund me Address/Phone/Email 402 Boyer St Williston, VT 05495 (662) 252.9991 j oe.l un d i n ed'9 kp p rod ucts, com Category Panel Walls Subcategory S off to Compliance Mathod Evaluation Report from a Monde Registered Architect or a Licensed Florida Professional Engineer w Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert J Amo uso, P.E. Evaluabon Report Fonda License PE-497S2 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2016 Validated By Steven M. Urlc1, PE w Validation Checklist - Hardocpy Received Certificate oflndependence FL16503 R1 COi Cl 2241 Revl 415- 42,51-yoYccn5Q1)it ss•pdf Referenced Standard and Year (of Standard) Standard YAK ASTM D3679 06a ASTM E330 2002 Equivalence of Product Standards Carbfed By Florida Licensed Professional Engineer or Architect FL16903 R1 EDuly EER 2241 Revl 415- Q229 KaygAa$gMj; sg,pdt Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/07/2015 Date Validated 06/11/2015 Date Pending FBC Approval 06/16/2015 MYCAN LTD VINYL/TVC AND ALUMINUM SOFFIT - SOLID AND VENTED INSTALiATION ANCHORAGE DETAILS r�irw ltor nsnoucoa"arrw roca*rr,"rM r,eoa.rorw wYowo,woe Puq erlmrrra TM roN wumw r4AaarJ.f"S FeaW AT r DeiYwrlMJ roro.erTra rrraett{!L rdrCr,OMe•Wu as rK rrnl Mi.uiowNr arDDDm ifAYOI rrorvrrreriMTen nrer}f:ilVr. au}nMiL nRaoD=rADmcn Aela lNTlroNlMOrI trwCrrrroL INr raAn MNDON anrramm rafts NOONr341i01}I�a1'trareC aeCTIDa x1aM MO.irorllC,lC110rrMro.+. }D}yya DN0Y e1NIrAYGrgwYNL}MQYUQtlfla �0"YYrriIMMwRM41rDY r DaADYPMaMM F1AIMTIIaa aavaap lW arb}T.rro DDOatMROAT /wD rmaDTOTrra i,. roeava Yana TN rrA1eY MYMMMAIO N.eaer exrau Y,Dxra race Dr gITNT G.IwOM 11eeAMMeaOeYr aacuwww. ANran ptougYD avrrrar wraoroanroco. wrr aaarwlAxo ate,Dl u MMR aIwMeKwro. raurwrorroa,e arra rsrrrArcawome«uny u .aLLel MttaRarAMIa OVUM"0u0ow"roDeNDNswrltAaNOWaaOrrNDNOrMaWNINMDRe OF 6&0%NLVW1*-AA oteDIWNDL. erblllYrrNlTwlalW.a CY1rM11alawMT1l wroalMnwtalVa u wewgrNaeeurN TTYn rw rY,rwurawoxrawrwwrart AuoAaD a TM ArrmILR ORNaDDYfMtwIr"Am W M~Saw AW=mMmb"MIM nt1,10 1000PA ar. rt nannwarr aR ]1M. Wttl YDTaNnra} rMa.rMlotltN}Ia0.lpaq N110M1N WIDIM,Or1Y arAM4DDIWNYgI ..•DcaracrarrrersaTtwatAucTTaweawn.rWeotw•AaoTvawrMWaoaolArwsna •nAOwar eVNTMn.Oa rro: ao.Nr ar«u N DerNwo roranwX a wTNateraarDNrD rrWNFraANw.�wNnreiDoucT ur.Da ro nWralRuenNatAroeneTrerouwlm nr"awrwnm DIIlIr}alle Or NODIID IDII M r11Die1.T. a 0,1NW411 AereMNO 111"'O LLN GaarrT ,w&mUOtwa A0%90,0r. 1~91LORAW(I1ORPOMS Tmrwr DIt6W0e TIe a"? FROM rwP011ix" in e06aa0 AAICT M""a AvADAym 4 WRALLATIDNaavxr xpr,Cyapgle sue",ueomrtroan.srrrnanrlwn.,worrrwtale 04TRLCI NL lODl W�KaDGaOt eFTa MDDIO AOrIW.4Be1ar7 m00.Y+D M.YrI/rL'rVlOra arorelrGrtOrR r. Ytt torwrroaa nWTOlVWnrADA Tar Darxreor rwrelWarrrDllaDlw Awifeltbrare9tlq aVK W Ilia, ar � IICe,M D ax[MDD OA rMtaatalD MIC14TaN L aarAr arlµiNMNIfCMMt00110rMI:Ew1"}DrO rDG aaCTq"trt}!!ND }CtO xIC.NC110"IxM} F. OW,1 rfrrlaNWa-.mDAWr4>E WT,faroleE, a}CADN1T1Mt r4ealrorac aecTlD.NrorA111 UtOrarM nro AronDAOaP'rrreWRWaOMaropt }. n wrr}wa ql. WMPOUWD gnwmULsp5o T000p YVrUmm ACY�rd1YUAT®NCrpAa1 rzre,aw learao rrro arWgra•Anpro aAanD�ta. roe. rarrw auaawnraarOnrw+waorx.srwir,.c+woxnuuw.rwor wrrr�elrN term roearlorao1n ArAIDrre aResmrorDlrTr ro4 ar wav}rmaoNtraamrlatrora TABLE OF CONTENT SHEET OESCRIPnON / ODOM NOTES AND SPECa1GTION5 2 APPROVED OM AND ALLIMNUM SOFFIT * 0 THIM SCHEM A r 3 06TALLATDN FAST04ER SCFCDUL1 AND 11110111,111 PROFILES 470 11 SOFTIT AND ACCESSORY PR)FEiS 12 SOFFIT MWAU.ATION CROSS SECTION 13 WALL SIDE - STAPLE DUAL 14 WALL SIDE - NAL. DETAIL is EAVE/FASOA SIDE DETAL DESiIGN PRESSURE (PSF) RATING VINYL (PVC) SDPltT Sewmia; EAVE WIDTH ON) DESMN PRESSURE fps" 12' TRIPLE 4 SOLD SOFFIT ID +foe?/-33.3 12' TRIPLE 4 VENTED SOFM 12' TRIPLE 4 CENTER -VENT SOFFIT 24 +aJJ/-33.3 12' TRIPLE 4 CENTER-O-VENT SORB 12' TRIPLE 4 FULL-O-VENT SO"IT to +113.3/-46.7 IV OOUBIE a SOLID SOFFIT 24 +106.7/-40 10" DOUILE a VDITED SWtir S' KAOFD SOLD SOFFIT 10 TO 24 +IOLI/-40 r KADED VflR® SOFM AWI1111i SOW SEIIMi SAVE VNDTN (its) DROM PRESSURE (MM 12 +93.3/-40 SP-600 is . SOUD SOFFIT SP-e00 I VENTED SOFFIT 24 +80/-36.7 12 +106.7/-44.7 12' 3 PANEL SOLD SOFFIT 24 +e3.3/-40 12' 3 PANEL VENTED 30RTT DESIGN PRISSAIRt RATIMr% SHOW ABOVE MALL K COMPARED TO LOOM aASED ON VOW SAM WM SPEEDS. THUS PROTECT DOW PRESSURES As OETEMIED FROM ASCE 7-10 WUO ON YDIt 80C WOO SPUN ARE PERMITTED TO M MULTIPLIED W 0.6 PER SECTION 1713.11.4 OF THE 2010 IBC/�ZCWN Rli OF THE 2010 FRO FOR COMPARISON TO THE DESIGN PRESSURE RATINGS ASOYL r: Lu1 11 .406 3A23 1-11 an DITAIL A 12" TRIPLE 4 CENTER -O-VENT SOFFIT - VINYL .. ie5;?z•::f: lee i=-� _.. r^ •a 4al Dal -u 1/- IIITAa A 12" TRIPLE 4 FULL-O-VENT SOFFIT - VINYL AKEdI No +$?aa 4 S 66 a ISt• oT3so SP-600 16" SOLID SOFFIT - ALUMINUM a00 °a° 600 a°° a °a° a90 °o° a°0 0°a 0 0 °ace aaa °ace a 0 0 aDa a°0 aa0 aDa 0°0 000 0 0 a a0° aaa DDa 0aa 1•--- s y MF pa4kjeM1 ram- w� �'�•� � ��� W -.••.- s1- � � = 4? l i +Drag .�'.9: 1 Tn13fe 4QT.- eTATa � :1;w a" .r o so SP-600 16" VENTEDo�oxlo?r�F SOFFIT - ALUMINUM gONALE Mlgwx.M THREE ('3) MMN. a/r LEA LENGTH X 1N' WIDTH CROWN STAPLES IN A TR1004GU NH PATTERN 2r ON CENTER FOR WOOD SUBTRATE. SEE PATTERN DEFBATION BELOW. SOFFIT ^�- FC11ADa4Et 0.08" (VINYL) OR 0.125" (ALUMINUM) THERMAL EXPANSION GAP 3/8" MAX. (� BETWEEN STAPLES II 3/8" BETWEEN STAPLES WALL SIDE - STAPLE DETAIL WOOD SUBSTRATE 2X WOOD FRAYING WITH 7nr MINIMUM PLYW000✓OBB SHEATHING a. APPROVED ViNYL AND ALUMINUM SOFFIT AND TRIM SCHEDULE KaganInM Vsoffit and Mari I Kagan Drawing Renal Length'tllidlnesa fin) Net iroe Area Not Free AnAreallo. In .1 itlel ft. ,1 , ft.) M Y ' t - x �"arorrrrr'W, $e`M11WF�, l!,,1I11 " TOTE 1 12" Triple 4 Solid Soffit (Vinyl) VSAAf-080111A 141 0.040 n/a n/a LT'Triple 4VentedSofflt(Yinyl) VSMF•OBOlUD 114 0.010 6.55 fa55 12"TA e4Center-Vent Soffit (Vinyl) VSAAF-OBOlUD 144 Q040 2.1E 278 12"Triple 4Center-O-VentSoffit(Vinyl) VSAAF-OBOlUB I"Q040 1.37 L37 12" Triple 4Ful1-O-VentSoffit(Vlrryl) VSAAF-OBOlUC 144 OA40 4.18 4.18 ]0" Double 5 Solid Soffit Ivklyq M VSAA•OBODLYt 144 0.040 n/a Na SD" Double S Vented Soffit Ytnylj vSAAAA•OBOpUB 144 0.040 5.17 4.50 NY' Beaded Solid Soffit (Vinyl) VSAAX-O81kM1A 150 0.040010 n/a Ns B" Beaded Vented Soffit (Vinyl YSAlUt•-0SOOUB 150 0.040 3.38 4,64. F•ChannellTrlm(Yigyl) VAAAT-ORDDUA n/a 0.040 n/a Na 4"FascaTrim(AlutRinu+n ACAAR-1800UA n/a 0.022 KaycaRl NUUINHtRII Soffit and TAm PProductK�'n DrawlingDrawlingPaR1r1 No. �� I Thidmala (M) Not F/Be Arne , to MeI fL Net Free Area . In h SP•60016" Solid Soffit (Aluminum) 606 144 0.015 n/a n/a SP-600 L6" Vented Soffit (Aluminum)f105 144 0.015 7.70 6.17 12" 3 Renal Solid Soffit (Aluminum) 9528 144 0.015 Na Na 12" 3 Panel Vented Soffit (Aluminum) 9517 144 0.015 G57 A9 A9 13 10" DOUBLE 5 SOLID SOFFIT -VINYL u 7N 10" DOUBLE 5 VENTED SOFFIT -VINYL l.k Q � SOFFIT F-CHANNEL/TRIM ALUMINUM SOFFIT F-CHANNEL/TRIM VINYL 1 •z 1 .ozz 4" FASCIA SMOOTH ALUMINUM .IFMFa""4 �•`Si7!'4k7 i'ayOr: I tMr`7'rl I) e e •�V, eT,.re • A�NAtEMO`� x a I .p"P,"i"ntREa e ;Fr �iAia�;b ±'�IIa�rE R13,m� •`.�oAlaT �' 6•BrONiLEMVOd' �hruuwrM LAIN. 3/e' HEAD ON. NAIL WITH 1.1A1' EMBEDMENT 24* ON CENTER POR W000 SUBTMTE UR MAN. O.ODT DIAMETER T•MAIL OR Sft1B NAZI NRI'H ale' f:NtiAAEMENT a 24" ON CENT" FOR CONCRETE/NABONRY at � f•CWINNEL 0.08" (VINYL) OR 0.125" (ALUMINUM) THERMAL EXPANSION GAP WALL SIDE - NAIL., DETAIL * WOOD OR (AASONRYrCONCRETE 6tAIaTMTE ,.... `� IAYElPA4 I 2X WOOD FRAMING WITH »race 39e1 INSTALlA7tON iAfTENER Sp1EDULE ww tie. adeaaW F47,aw,41 Frr4er 1"lad.rr M... Nan.o.iroia.NMI wtn3/rtrowa. 1_Vr M' Weaa TYn4131 Mn. 1' lea IeryN r Yr Wnem aFv ,r taee}a ar MaNwV Mn,OWT DiaerobrlrorWrrod T-MYIorSWD ,�, M, lar4 flea fWY}Yan _ foeM irwaear nDl4derAt M1M. T/r I.a unalr X 378' wlau TSO crow" 1i719 .N6-ry 36t5�- .s eteN as u Dlrea A 12" TRIPLE 4 SOLID SOFFIT -- VINYL 7 L667 7 8" BEADED SOLID SOFFIT - VINYL ROOF TRUSS - SOFFIT21,1j DRIP EDGE FASCIA BOARD FASCIA TRIM FASCIA -SIDE DETAIL WALL -SIDE DETAIL 2X WOOD FRAMING WITH 7J16" MIN. PLYWOOD/OSB SHEATHING OR CONCRETE/MASONRY SUBSTRATE Ason Paw VAN" w ROOF/ WALL INTERFACE DETAIL W000 OR L4A60NRVrCONC1 TE SUSBTRATE "" a4 »race J t-/1Yryrpr4 Ad`(Jy7kftlnarza o2 D' aa.ea oN 'at �+'senw >•�a i xuxW`O� N331 3625 aers-- 3fe- O.Oe4 DETAIL A 12" TRIPLE 4 CENTER -VENT SOFFIT - VINYL , �f cfl p, I L3$/ )r�t .373 37S ow • P�r ME" tin+ ti �tOe Ni�'•�,9�! DETA0. A � �+i No serer 1'is 12" TRIPLE 4 VENTED SOFFIT - VINYL �nFri NAt.�.OIPP I 11J_JOS 031NJ/1 C]ICJ`dI8 ,18 7 1Itl13Q H 1IY13 (-w [[77 0 j T[tl13D i D a -{ 12" 3 PANEL SOLID o1so SOFFIT -ALUMINUM -13.000 L� �_ Tom• - - 1 z.o---- � 12" 3 PANEL VENTtU o.3so SOFFIT -ALUMINUM a a a D 0a° D D a°0 D D�0 D D a°a °a° °0° a°a 00° D°o °o° 0°0 D00 a ,yWIWx � MAlara`'4 o; sunk j; W �kFs••r• o � 1o�s�rr� 44'rONAIE�y' �rrxrxrWW~ R.-LL- I �s l�AGGM' 3(20(�