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18-20116
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2018
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18-20116
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Last modified
5/28/2019 2:21:17 PM
Creation date
5/28/2019 2:21:16 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
18-20116
Building Department - Name
GAMBOCORTO,DANIEL & GAMBOCORTO
Address
38721 9TH AVE
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' =I-RAISED PANEL EH0ms DOmts MDR MGNT SE0 or •OT U-PARS WOW MM 4�y.F1'� REV DATE DESERtpnow <br /> MODELS PC, <br /> 24 W�" " <br /> 1S SHEET 1 OF 2 O it/30/07 ADDED EXTENDED HEIGHTS,COMBINED CLOPAY.HOLMES,AND IDEAL H- OB^D'T 09' Ba 4RSa IC9'TD I3'tD' ? t0 DB OB ADDED U/N 428.488.$SS <br /> smm TD 2z3• 7 1 4'O'rD 1910' 11 fO121 OB ADOEO M/N 4F <br /> SHD .TO v 6 >P MI' <br /> x-10DEt.IP n RUSH u'9 T 13'g• 9 f4 12 0/2008 ADDED'Ii,JHOACE HOUSE'E],0055 00ORS. <br /> Ic'o• w i! 13 B 20I0 UPDATED MODEL TABLE. <br /> NAx SECTION HEIGHT,EI• <br /> ��au4t 14 1/2012 REVISED WIND SPEED TABLE FOR ASCE7-10. <br /> OPTIONAL GLAZING MAY BE STANDARD OR IMPACT 15 4 2012 ADDED IMPACT RESSIANT OPTION. <br /> NDMIS e5 W 2s W m RESISTANT GLAZING.SEE SECTION B-B FOR <br /> CLOPAYc DETAILS, <br /> TALL <br /> V ' N wlmuEDUTE BIRDS(SEE TAME FOR OM. MAX.STANDARD SIZE IS 42-i/2"x18". IMPACT <br /> ATTACMEI w i0a�LIx.trar ALeOr�) RESISTANT GLAZING i a15/B"x14-i/8'. <br /> •CARAIAt>eHIMHMW E43s EDSSV A W HO U-D{xg!Try A 2-1-2-1 <br /> In PA11OW QE MO U-BAPS <br /> SIiORT PANEL ONE U-BIR9 ON NHESIT <br /> Eno I Ea I\k \N m <br /> VIEY!v <br /> 2A W fla.TNiI SREe A1Dgim m DOOR <br /> 4 Bxw mH aAt& TDa-L-LOC SYSTEM <br /> b O 1Rn,DOtmM a elDltm}. <br /> O '� ' +O�tl1°�°"n 3'TALL U-BM <br /> F"P�uREP�cq.`o°c� ,SECTION A-ASIDE VIEVA 20 GA GALV.STEEL <br /> m°pi MIN.YEILD STRENGTH:50 KSI <br /> -I <br /> 2"THICK l� 3" <br /> xN°Y10°Ao,A °DIRT.. <br /> Uoar;}on+�.aw�nr. T <br /> F.OA TRH. ��SCcoTi. <br /> 12 GA GALV.StEE)..TOP <br /> RBRACKET CH <br /> ATTACHED METAL <br /> � 1R%a SHEET METAL <br /> SHIP RAP JOINTS. CREWS. <br /> I vlloTION wRs A OPTIONAL CU=WITO LOOK roanON 14 GA GALV.ROLLER HINGE. <br /> 1) MAX.DOOR wwrn+1e1-0• --, FACN HINGE FASTENED TO END <br /> 'OdAs5i0'9RIOftT RAGED--PANEL SHM.'CA HWSC A SHEET METAL LES WITH (3)CREW55Ni8D(4) <br /> SNORF RMSEO-P/RF1 f4 AM APPROVED. <br /> 1j4'x3/4'SELF TAPPING <br /> SCREWS.SEE VIEW V. <br /> AL SCRLYS 1#DENSITY POLYSTYRENE FOAM INSULATION <br /> 1-5/16-THICK WITH VINYL HAIRCELL <br /> fv BACKER(INSULATED MODELS ONLY) 3'TALL x 20 CA GALV.STEEL U-BARS IN <br /> 0 o A 2-1-2-1 PATTERN (LE.TWO U-BARS <br /> 25 G4 MIN.CAL,.STEEL SKIN ON BOTTOM SECTION,ONE U-BAR ON NEXT <br /> +a Nwts ,A-�'-'- ^�`-'R WITH A BARED-ON PRIMER, SECTION, ETC.). EACH U-BAR ATTACHED <br /> .titW_1E - .r ATOOPACBAAITfEOAp-PO�EDPOLYESTER <br /> B `ITH(2) 1 4'x3//4"SELF TAPPING SCREWS <br /> SIDES OF STEEL SKIN. PER SMILE�OCATiON. <br /> rm oom tams OR Datms THE oc m Ip+m Fmt THE <br /> wTMAIE Am vm unts,fam A=mm TO THE HomA <br /> ovum ow OR THE N'L�'°POOL °" 13 GA.CAW.51E0.BOTTOM BRACKET. <br /> A54)-t0)FOR DOE Fw1mRq ODiMIOIai 0 <br /> 4�iA .,E waOmD.2)DOOR MS r OF WM w m WO01 OD"ME,3) ATTACHED WITH(2)#145/8'SHEET METAL SCREWS. <br /> AHF ROOF SiOF4 NQ a)TFSTDIO w ACtXAAtvaE MrM <br /> AE,ro.me-Taaae OAIaAAmw m A awmD ALUMINUM <br /> NNVI WEAATTHE EXTRUSION <br /> T'IMFi590H+i.AMY LaTOL <br /> sUFao D�ww in fE6 130 tw 3.3 <br /> SEE SHEET TWO FOR °SI r,c D a,C D L e a,C a <br /> u _ - <br /> IMPACT RESISTANT CONSTRUCTION DETAIL "A" DESIGN LOADS'f24:0'PSF-&c 24.5-PSf <br /> AND STANDARD CONSTRUCT DETAIL "'13'; , <br /> WAN NOWNEtNF er Lr BY m w �-----TES . 37.0 PSF - <br /> �-'----=--•�.__.' <br /> TRACK AND JAMB DETAILS. WINDL AD RATING HAX I=SIZE. <br /> clap ay MPG: PAN-2F153 <br /> (''W' - 16 0"V�i x 16'0'H <br /> WT0 1 3 B7 TESCRIPTU)W- <br /> // CLASSIC AND-CH RP STEEL PAN <br /> DESIGN ENGWEER:MARK N15TERFlELD,P.E. BASS DUKE 4504 DRAVk DY' DOUBLE CAR. 16'W +24/-24.5 PSF <br /> w p,E r4BAgg' Building Products MASON,0H 45040 JAC <br /> NC P,E I23&T2. c'Qm a (513) 770-4800 CHECKED DTI 10 DRAY)NB WHBM VfE2 <br /> TEXAS P,E/O1St3 a.—C.RwrADo.All Right.R..;L (MWW 101711 IBA. <br />
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