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Home My WebLink AboutProduct Approval AffidavitReviewed for Code Compliance Universal Engineering Sciences Ns�} City of Port Saint Lucie Building Department Product Approval Submittal Affidavit Rgor lAiam40ade ilOgIOA PRDg1RAPPRWAI RNd10N gPIPAROH IY[TE Prpdutt MOdelg Manulatturer GUss Oesddption Method of ANachmant .111thg 0.4, produtt Deilgn Premre Presvre Type 1: 3/I6' ar ]/d' FlCO Ulmacon amlgr 6'rmx fmm comers, 113/d' o/[ atjamb, ]6- ' @Mad 11/d•em,d M. Type III 3/16•o[1/d'RW mm Up[m amha: 6'mzx Immc ]/d°o!c at jamb,103/n•@Mad 13/d°embedment. Twoatldumal R1fi103.3 HIS 9130/2022 SN WIMw Ply Gem iS00 Ply Gem Nm Impact Fiji& tamsms wdsmn oM ore at Iwer frame mturedvenimllYearN side.lmtall pm rmwfa<hven recvmeMed mpuretrenn. Ia301/(-d81 1350)/I50) Type 1:3JIfi' a 1/d' ELCO Ulwcon arch-W max fmmmnen, l0• oh -jam' 30• @ Mad 12/4' embed,rew Tym I1: 3116• a I/d' ITW caerete bmm arch. 6'mesit. fmn carers, g l/2° o/c atymk 6' @Mad 11/d' emhednc[R Ei6ht addyloml vpcma mp aM bottom re0uiretl hodtmUlly, are Mtlsmnvenicaliy each side.lntbll per R10W.1 A. 11/30/2032 Vertical Mullion Ply Gem ]500 Ply Gem NM lmmct Imndamsren recce -rented rcpuiremenn. (.3811 P4e1 (as0l ll-ssl Type1:3/16'-1/4'EMOUlwcanamM 6-rme.Imm mme1,I4•o/c atjam'16'@ Mad/sill. ] 1/d'enrbedrent Tym 0:3/16' a ]/d• HW ever¢[¢ bmmarchw, firma fromcomen.R 1l2'o/c atjamb, 101/Y@Mad /zill.l l/a'emMdmenc Rsre atrpdoml R3610a.1 R) 4/30n(In MM WiM_ RY Gem 15o0 Ply Gem Nmlmpatt talxwn top and bottom re-iretllgritotblly,lwo m"dspan veM1inlly eacM1 slde.lmbll per f.3g1l1-diet Pssl/Ess) Immfactprers re[-wremeareAwremenn. 1/a'm emhv. 21/2'mni u etlge disbme. 5'maa o/c fmm ¢omen ant Buil4rs $¢dies 203/d•mmo/c elewhem tap. veM1Rally and Mttom :1/2" ninembetlment. FL146M.1 R5 12/31/2W2 Sliding Glass0- d)IiO w/SII PIser PlyGem Non lrryrzct Ie331/Pd1) 1e501 /I'60) 1 1/a•corc screw 6'edge disbrce@heagd'etlge disbrce @lamb, d•eaN sided ¢nredire tobakng. Fastener smdrg p 35' oh max @ Matlatdjamb. p6n F120a61.17 0.5,(R6) 12/311]OROVAlN01NG OIv9m ;i�gle� wish Stmah Star Theama�Tm N/A embedm dallarchors 1. M 11/4' 1a36)/E47) (ad71/1'471 11"11-111, Hilli slem2 archon 6' 1. ends 22' O/C R361073 R23 12/31/2038 ImWe Garegc D. 16.d7 T31% Ctomy W. (.291 1( 3!1) (a36) / ('d3) 31W $inpson Titen M1ea W duty I—arch-with 1 Vil" 00 wmMr into gwt filled CMII i1R2d8.11 H2O 12/31/2023 i OaWlc Gara6c Omr(ALT) PD24 Waym Oaltm WA with min emben of23/d", min edge disUrce of d°ant [Hn.eM distame did•. Mesa Iastemrzpldn of 20'. 3/g-g -dia. R3'1 ,i screen wit l'OD -ashen votes 19132' ]60 ('-111311 led6)/1-52) thread perevadm imoseasmed ftw 1 smlmrtitg stm[ture. Use galeaNzed Iprc wad) �re mils, l] or ll gauge, what IcaM 3/4 dies. Mods, Imeermighropemwcelhwgh plYswod a3/d'into 6oans. Usedmittpershi%te FL303101 RS 12/3]/202d Rm1 IRO Camhitlge N/A dated Gl/e'abase to huR etlde. apptm. ]'and 13'fmm ¢aN ¢octant ]/]'abore ea[N att-Drive mils SlraiBht so-1-11 Matl m Otnh yit, but ortg imosMegle (.36j/l<2) N/A suface. F135216.1 it. 12/31/2023 UMedaytmM pHno U-20 Inetwmb N/A Ngar�i-Dade dcamsi0n 60-t Un cam AM 12 ga. 1.3/d' a U., n%sMN d all lam and then¢ s M.M mws lettered 22. O.C. mlM field. FI5259.1 It !0/I]/30I2 w wwnm[ atwnate votnun lM ear arnV A aenniV< R3)322, R) 121M12.. unewUnnma atwnawl mwVas�w wns ga rycarP Wa eeMs.n R3a5a41 Rl V./2033 Inewlaan,m[a�wuwl Haaaman o.wn [<m x!A naw.,w N6aniDade ap-ared camsion ill-M lit cam antl 12 ga, l-1/d' amWardng zhaNl R2T0)6.36 RI 12/31n023 Weather APOC raja milssmced 6"O.G ar all lam antl Wee staggaM mwz laneretl ll'O.C. in to flel6 N/A Armors&I ADDIV RooFng Sealant m all seams imltle to Pod Cellar. ApdYRmling kalam estate all (el)sides dtg Mn-n al to Vcnt FlasHtg.lmtall in Idcatlon esker sHngles m rmi deck Fasten BaseFl.M to DecW% ming 11/4' ping SMnk Nails. F W, Basc Range w/Ill mil men@1'fmm edge.Fasteneach Side d Basc Range usitg 13) milesiW d mmml 5'a dant 1'Imo edge.Fasten Top atd 8dtom mire(3)milssmcetla rmriml S-apart ant 1' Immedge lace 1-1 d 22 mils.5ea1 all1— aek mil Matls FLR)92.5 A. 8/16/2021 Off Ridge Vent )I0.0 lomam[o N/A ant tome sN�glm.R I.-lollaw All Mandachxen imbllation lmwc[iam. AOR WA WA Amide 1-Frtas.Oms�am a inNmntauan d this Imblladm McUmd AOR - rnpwrsLe Iw Ervs.Omsiam a misimer-eb0ww of tM1s Inzbllatim Method Apply Rmfim kalam an all seams iniitle to Rmf Collar. Apply RWiM kalant almg all - - - Idl sides dte liottpm of it, Venl RashiM. Imtallin I—- uder-Sit, mrmf deck fasten Base Flvg to Ue 0. mbg 11/1' ping Shank Nails. rasten Base Barge wlll) mil a meter @3' Imo e,J, fasten each V. d Base Range (3) milm [paced FL19S67.2 R2 9/21/2026 Oit Rtdge VeN 1ALTERNATE) 7)0.0 MIl11NUM NIETAIS N/A rlaHmis'amrtark I'Im�edge. Fasten Topant Bottommire HImill spaz a rortdmI 5-aRt ntd'Irvn edge la a mbl d 22 oats. Seal At smms and mt Mads N/A WA ant tense sH�glm. Ref-W.Mfol(ow NL Mandatt-m mbllafon tmWNam.AOR mlmmide la Ertm.Omstan -inter-flat om d IHs Imbltatim MetMd AOR t rnPva de fen Errs, 0ams1an v misiNemrebd-g d Ws Uxblladm Method 1-11 mrma-datturers recwm dregWremann. SEE PA2 FOR CODE FI333)8.1 R8 12/3l/2023 Soffit Vadf.. Sdfits IN,— WA REOUItEWIM ON INSTALIATION 1331.6)I(.38S) 1W 8 20 staiNess steel or EICO NMI— with rrvnirmm embedment @ 13/d' in Fl16293.1 R3 1I/31/3021 Hwdrare Pareii less tan 6' 24 GAGE Hwdcare Scam "I"reie/masorey,21/l'Mnedge disbrce,l3°o/c max sm<lag. Can Mheatled sWn MFG. N/A waallUread bd wit vrng mn. N/A lad)1/I-531 1/d•82O staiNess steel w ElCO %relmace wit nYNmrm embedment @ 13/d' In RIfi293.1 R3 12/31/2021 cam Darels mna 2d GAGE Hvdcare Stam mrrd rete/rmzowy,2W'rrirt es�etsbree, 32'o/c max spacing. Cants leaded rrae WG. N/A wit all tread dirt wit wing mp. N/A (adS)/(-50) F1.1)Id).1 RS 6/27/2021 LDSVUem BReatme Wa115heatdne Huber N/A Pe manulacwrenremmmentled reRVlremena. N/A N/A Fl]31921 R6 12/31/2023 Panel Walls Up Siding eHandle Bul[din8 N/A par manaUttemrs remmmenaea reAWremenn. [Pdam.m[ FL13192.A R6 12/3])2023 P-1-11lt SHngle Panel 'pep Gtln[d-g Wp parmamlamrreM1 rerammaMae repmamenn. N/A N/A �� 2194 HWY A1A, SURE 301 INDUW HARBOUR BEACH, FLORIDA 32937 PH: 321802-3591 -.1,deslgngrDDp.COm AA A: 0003325 9UHDIV. Ae LOT: PORT ST LUCIE MASTER PA PROJECT# MODEL: EXPRESS SHINGLE GARAGE SWING: PAGE: 160 MPH EXP. C ARCH ECT.' STATE OF FLORIDA Mi PFoo P ass on �aEuaa Iy11CHAEL O R1SON AR NO 17305 33AATTEE: 2/1/21 SCALE: 1/4"=1'-0" SHEET PA1 bMRt. 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R- ,PE Sl,udun Eoma "19}Sr FTonbalaceme • S e<r. 2o[O R[Y.j; AareDl0 HREngln-rtng,lnn oron rerr 2eR RmCDnn. 2oD500aS rr,duO,)-a •""-[[� 11Olt GCORLfAYA BY' A - f9QEyT µV�1-rr - CONTROL DATE 218 HWY ASA, SUITE 301 INDIAN HARBOUR BEACH, FLORIDA32937 PH: 321-802359i .abde5Igng-p,cam AA II: 0003325