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HomeMy WebLinkAbout1984-0525PERMIT NO. Lf - 5,p-_5 DATE J" THE UNDERSIGNED HEREBY APPLIES FOR A BUILDING PERMIT AS HERE DESCRIBED. DESCRIBED. CONTRACT.. ADDRESS- 2! cl -Z 3 ADDRESS <.E j<? CITY & STATE PHONE NO. _±�/ — / CITY & STATE PHONE NO. 6:ko 0:1 BUILDING OR STRUCTURE AT: STRMT.E USE OF BUILDING LEGAL DESCRIPTION OF PROPERTY: LOT BLOCK 12-- SUBDIVISION —q 7 - SQUARE FEET OF BUILDING (INCLUDING GARAGE) -t7 VALUATION OF WORK NEW ADDITION ALTERATION DESCRIPTION OF WORK TO BE DONE: I =My CERTIFY THAT THE FOREGOING IS CORRECT To THE BEST OF My IU\TGV=GE AND THAT THE SAID WORK WILL BE DONE IN CONFORMANCE WITH THE INFOlUvIATION HEREIN SET FORTH AND IN COMPLIANCE WITH THE C TY OF GRAp I NE CODES REGULATING BUILDING CODES. SIGNED:­Z� UZ�ER OR COP7PACTOR JUL 1984 TO BE COMPL= BY 124S=IoN DEpARTy= TYPE OF CONSTRUCTION OCCUPANCY GROUP NO. OF STORIES BUILDING WIDTH L. H. SIDE YARD POST TENSION APPROVED / -- DATE. R.H. SIDE YARD DIVISION LOT SIZE FRONT YARD REAR YARD VATER PRO RATA womm SEWER PRO RATA BUILDING PERMIT TOTAL COLVINN METAL PRODUCTS ARLINGTON, TEXAS span = 1 .2'-0" <Y; Perma-lock insulated roof section Aluminum alloy 3003-H14 .024" thick Span = 1 *Allow. Live Load (Stress Controlled) 8'-0" 53.0 psf 91-011 40.0 psf 101-0" 31.0 psf 11'-0" 25.0 psf 12'-0" 20.0 psf * Deflection at the tabulated live loads will exceed 1/240. SOUTHWESTERN LABORATORIES w FORT WORTH DALLAS HOUSTON MIDLAND BEAUMONT TEXARKANA CONSULTING, ANALYTICAL CHEMISTS AND TESTING ENGINEERS Fort Worth, Texas 12/11/81 File No. 1596300 Report of tests on Garden Room Wall To COLEMAN METAL PRODUCTS CO.. Date Recd. 12/8/81 Received from-.. 1310 Knight Street, Arlington, Texas 76015 Identification Marks Typical garden room wall section 716 3/411 wide x 715 1/211 high with full height vertical mullion between two prime windows, each above a laminated solid wall section utilizing styrofoam core. UNIFORM LOAD STRUCTURAL TEST Differential static pressure was applied, acting in a positive (inward) direction. Each static load was maintained for ten seconds, then removed and permanent set in the vertical mullion recorded, Static Load Permanent Set 30 psf 0.03711 or 1/2405 of span 40 psf 0.080" or 1/1113 of span 2cc: Coleman Metal Products Co. SO WESTERN LAB RIES Lab, No; 4488-e r Our letters and reports are for the exclusive use of the clients to whom they Are addreo—d. The use of our names must receive our prior written a letters and reports apply only to the samples tested and are not necessarily indlcative uf the Peroral. Our �wiitln of identical or sim'11ar produeta, 'CNN NO, T101,11 TM n WC oleman QUALITY HOME noomons COLEMAN COMPANY 4820 S.E. LOOP 820 • FORT WORTH, TX 76140-1505 817 572-0004 ENGINEERING DATA w ..: w i.« • . • i �+ }� 9� ^7A1 Sc_CJ C - I" =. 30' L C) T 4 C_ K 12 - CREEK .'TPATF_S q C) L 00 F* Soo Row pkc,.-14 P"`3 _uj ape rzs d (n I Sc_CJ C - I" =. 30' L C) T 4 C_ K 12 - CREEK .'TPATF_S q C) L 00 F* rt°w OIL r4o6919OFL"TmISEMimeo } � W � j w� Alkt,+ineNiN RE.9+oeNut 'A' xli�'4Pi1PM{6RIP 1CF i'RCoP"n91?i 2'.� F�L �j tMx.MOAYJO-sEs � �t(ort W41C? s4' scc � I,p 4r� 421 � �x', �WTP C b '�I$Chkt4ll WHO v / WILL 4Np Q x1a Cavp� Mn `AW.$i�- 7 �uP& WIHX o'�R w �� 4 �u+� ears, 44'Mex•OFA *ln4 . 477-61 rglopzR rbic:15 tx t Guss RoN1 E�euQTioN �,o1wn —400 121 Tb.Slctuit OR -4w FU .Edp ��EVA�1oN �pp���MetR'o•. 2'pA7F• f5x41tK8lz'~e. O 21 l Lln ISL Pt hq?– o TAL muuxm 3 1 b, h -Wfl 0 F -M 1x14,"tFw OF #+tTO4 10 xli�'4Pi1PM{6RIP 1CF NNeL ori U irPi �t(ort W41C? s4' scc OawTRoc{cQ 2' E02E ZgEm vnI rr Iaw�� / Rte' 6"TeM Zc rwtLNW(b #O'&VfWAw* 00 Tr" 40W xli�'4Pi1PM{6RIP 1CF wa AT OF °�tZyPVhah�l OawTRoc{cQ SY 4466 Di .. ♦ •; vnI rr Iaw�� F:i6fi" �uL�dJrdd 21 W srhTen WIN(OW �*;W U'Zwkm *a4) cavo` 7-eotfa�t TRie�cQQ aw t)680w U j ,T '-1oP wv�e toc SouD PANEi. L l 4V' amt flN GAP A4 x�y1 fbP W�Ps �E1xP rAm r1o$Alft ,� 4" TwA,►C sy GOW4NYIrM7� !, 2-M d a ot7 AUS(. 2 �14'�Ct•'p P[(7F 4Y4ttr1 •O''+w'a.p A t It 9OF IRIMI t1'4�Ic �1DP TFotu(b 141r4./ �-IIID FbNEi. f. pA�f� JDt1DLi PXP J� - Y�,,r �lfbP R I�`�� Amory t�t4P 0TMK1 'd.1'�]�E4 u ° D o oto (5 Wad. PU Porn ,Mki+ioto{; VeRnv4. U�r�Qlatibt„ ` WPM ip-a l') 34''s" Gn emo C�rtvrnan? PA 2' F s�TEM W/ A (D 9� FaOf bT91! t1 d cow 6RRG� UD PO -Me rz►� .>Pnes �b V*Ips TMM i 1 N�C IY Fkci �,,THaesrioly L eugom T44K .L DfCiq'D a :� 3� i� S7�,TEt1 a O D IF°-ouo FANeL (-0gT6 a CORNER In net(15 �s RN D,�1AIL N Ad �' nhyr '/ j�s•4ej so 'all Loa4a'oF'.sY. clra«1 .,. AfdS`IIOM6+cc v„ I.�r„ 51e17; t}161Nddt MuRRPi.:n.aui iiiraaiex 1'•.�'srn�t!;�'y�•f No.4284 �2.r . `� rM vv fElG�inNtr�r ��n liY6iwff? n. _ �.WE.VMS= 0 2 ftp MvTf Fb4TihG1GYPryU t�oF M11u.1oN II o?q'a1ur�I�i f7Wti In 2PbF P6�15tff f�%THfANt4QAT —A �t DEEP k .OlR� C0RRU61n�P'Awt'gtilRi �� C-ZdM& L=iz i =EK oris ZL u�RWRR nor t�t'� PRB oF quo AHO TWftP w(A-To, Poop PRG r"UF/�PW WM 4*W ALUMWUn of Auer Aldo Ttt1PCR 3105-HI4p 010 2ftF P"TY FbYI° (oNURATE. gvgs WHERE StfoWN, 4M� ft ;-1 AwtllNuM Rlvj WITH W- o 4- FP -L FLqW t"PgtLi 'k -g .14 64'iPl.i. PSE jib PVt'IE1t9 HEK HEAP 44V-P9IUH6 ALF- TPMH5 AaeW(- Ve*&11 IS IN PU4PVAHCk- WV ;;=NUM PAA0a0T10H Ed�j'EGf1CATIoNS FOP P1.L ll" 4>TA''NFEs1, m © eAt paLe6 P AHP'W F,* PPhkBH WN*. TAS A COLEMN STRIkILOtAL ROW BYBTEM ALLOWABLE LOAD ipef% SPAN 2- ROOF SYSTEM 3• ROOF SYSTEM (f t.6 1' OH 2' OH I. OH 2' DN 7 42 48 76 86 6 32 33 38 64 9 23 28 4146 t0 20 21 32 34 it 13 t3 23 23 12 20 20 13 13 13 14 13 33 13 it 11 NOTEt The above --anis ars based on the structural capacity of the roof system at Stress will not exceed 411owable va%uea tlet—inod in accortlance wl th the Aluetnue Aesoct at Ion "So14 1 Ca tions for Al _, nue 8tructwes` , 1982 ad t on. Deflections will e-ceed L/180 but wl 11 be less than L/t20. In sow uses the load the Wali syetea Se capable , supporting Say govern roof 11w loads. Consult the wall load table. TAS B COLO" STMkTURAL WAIL SYSTEN WALL WIND ALLOWABLE ROOF LOADS tpef)f _.. HEIG"TLOAD SPAN Oft -In/ (ft-inI Ipef1 7-0 8-0 M 10-0 11-0 -12-0 13-0 14-0 6-6 49 149 130 116 104 n 87 80 7-0 36 128 112 100 90 62 73 69 64 7-6 30 112 98 87 78 71 63 60 36 8-0 24 98 86 77 69 63 37 33 49 8-6 20 87 76 68 61 51 S1 47 44 9-0 17 78 6860 34' 49 43 42 39 9-6 1370 b/ 34 49 44 41 38 33 10-0 12 63 33 49 44 40 37 34 31 _____�___-r--__--_-- NOTEt Wind load* are governed by a eaxieue deflection of hit20. Roof loatla are based On the Cap4Ctty of the wall systee alone. In aost casae the Capacity of the roof system wIII goverh the allowable Ia". Consult the roof load tab%". 01111 THE DESIGN NAT BE USED FDA WINO LOADS UP TO 20 PSF, UPLIFT TO 10 PSF ANOShptTO 20 PSF. THE DESIGN NAT A1. BE USED FOR BASK WINDSPEED UP TO 100 NPN PER TME STANDARD BUILOI46 CODE.THE DESIGN NAT ALSO BE USED FOR BASIC WINO SPEED UP TO 70 NPN AND EXPOSURE•C'OR 90 NPN MD EXPOSURE •B' PER THE UNIFORM BUILDING CODE. nj In • ' �f EDWARD S. GIEHN "VestY�BLL.. Nu 14418 '�jw,see PR(YL��UNtCFAWHNiA i.li li�/l item aeMi IN 6 ..d -'•U!!'3; ".^t •'_, ... C YP'Sagr?'i','Kttf"°*.': ar^'.v,*_-tet t9J COBE til 00, t:ZP•i�' FiABii_' ,'M S 817sf 13 OF 4,TRUcTURE /3Lt' CONU�Te SLAB ExIe IN6 �OUNDATIoH / IO dP6G C,'xv' WIRC M65H OR E Al ReUR , 101'04. THAO T T --------. GtHE91I . Noies A •b C .6Z1 ST�T *WH l7 MN6-t D FOR Ute WqH 'TW-G+l' RtwIl' h1ETAL PP0RJC;T46'CO., M. 0 BAY FLpAD EEARk WDa .1Laz= WE41: uM TO Pmr1ET!hove et!•M5 LOANS SHALL Be Fz s4q NT1PL IH NATURe 0 ALL COrk.RETE: SNPLL HAVe A, HINIHUM 28 DAY 6OWP gTnt16Tei OF 2hGa7 PSI 0 T1� TP3NFORGN6�G 4o WqH SaHINPeII M� n 'S(a4N Nob$TH F Ao FVRMIN�l A Rzofz 6L t , �i OtL BE MNfMUM ?;k' DEEP �ONcReTb P fbR:Ea AT twoePTH WITH WELoeD WRe F-ABRic OR V DiAryeTV C*S) 3�P FIL lAHALL 56 4V4DEVAS NEEDED10 • Eii aNCtNW E.kGH blA7 Q60W-fZeM CtiRADe BEAM ° 1.L HAYt A MINIMUM WIDTH OF 0 AT eMIr, ',H LI. EXTEND PT Lr w r.' 15UOW ezp"D LEYEL ON FIN{gyp fr6e OF SLPB AND "" TAPER Woe INTO THC SLAG A4TOW -♦N• TOP AND tVrOM Sk MEINR (IFE) FEINFOKUiWA f A*$ SHALL 5a nAG$D IN THE di!ZAD PE.F-Ji °$HALL 60 SEPARATED by A DI6TAN4E OF NO LI!6$ THAN 4 INGHeS ®116-INs To EX14W. PATIO SLABS OR °>E HOUFOUMPATION4 'A-IALL 8E AUZIMPLiS WfTH %6 DIAMETER C>a37 "!,rUL RGNFORGRJ6 dans X If' LaIEa AT APPROxIMATBLY 3<o' ON GeWS MUST PRIVE T -q INTO EXtSTiNb 'SIABy FOR A MINIMUM DTs OF GI. qQ ALLSLA65 SHALL f 54tJARBO TO 1}e U6nH6 RUNDAj10N AND coRNwe, HL T BB SpL"F- UNLESS bPV-jFIED 01HE42wI e by THP, ORDER. ALL SLAB$ 614"L 6e FLOATED `*wTH AND TRUE CNo H16H OR LOW �54LHHTI�S M FiHIsH. EP6e6 B£ I&LYRouHDwWTH AN 6C6L TOOL. ,VERTICAL• ERSES SMALL. ee 4M9k7TH, HAND caaoUlT IF Ne6e; ARY. i t '51LA FOR ENU OOEP PDMS 4HALL 6e FOU960 GEAR LEVEL. eA A FOR OPER Fad 6f A HAVE A MINIMUM S,( P OF h.' Peg FOOT. 12 PROJECTION FR4t1 THE u6TIH6 WucTum *'4LL NOT unto GO ftT' �� '.i?��tid�r 9•; nor ��� ..� �•�. 9'" ••-F�" MY VM"• •/ '� err 41620 6. E. LmP82o FORT W09TH , T1506 7U40 D"'. riJ.H, DAA: 3122(84 kAIE A,N I REV: CITY OFGRAPEVINE APPROVED INSPECTION REQUEST DENIED ' Date Bldg. Permit * Date Requested Time Requested Time =A.KP.K8 �Q Job Address 0� 1 Builder ELECT. PLUMBING Rough BUILDING ELECT. PLUMBING Top -Out Rough Rough Fire Box Temp. Pole Top -Out Framing Temp. Ser. Sew,, Wall Ties Fine! Gas Final Misc. Final Contractor MECHANICAL Rough Final CITY OFGRAPEVINE APPROVED INSPECTION REQUEST Date Bldg. Permit # 8 Date Requested Time Requested Timn "y J"bAdd re ss Builder BUILDING ELECT. PLUMBING Rough Rough Fire Box Temp. Pole Top -Out Framing Temp, Ser. Sewer Wall Ties Final Gas Final Misc. Final ~ Contractor MECH Rough Final Misc. misc. Approach Pool Sprinkler Sign misc. Approach Pool Sprinkler Sign