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Home My WebLink About1986-0214I T Y 0 F G R MWE 7�� MAR' APPLICATION FOR BUILDING PE, 7 'MIA"iR 1986 PERMIT NO. DATE OF ISSUANCE THE UNDERSIGNED HEREBY APPLIES FOR A BUILDING PER1,1IT- AS HEREINAFTER DESCRIBED. OWNER Nash Phillips/Copus CONTRACTOR Same ADDRESS 16479 Dallas Pkwy #300 ADDRESS CITY,ST.ZIP Dallas, TX 75248 CITY,ST.ZIP PHONE NO. (214) 380-2288 PHONE NO. DC# 1, application date- 1-29-86 0000� 000� BUILDING OR STRUCTURE AT: STREET# 2232 STREET Ryan Ridge USE OF BUILDING Single Family Residence LEGAL DESCRIPTICN OF PROPERTY: LOT 31 BLOCK 40---S'UBDIVISION Possing PI—an # 13-444Y VALUATION OF WORK$ i Tr3-- D E S C R I.r-T 10 N OF JJRK TO BE DONE: New Ccnst,-uc,1ior, - Single Family 10 I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND THAT THE SAID WORK WILL BE DONE IN CONFORMANCE WITH THE INFOPMATICN. HEREIN SET FORTH RLL1ANCZ,-W;,TH THE CITY OF GRAPEVINE CODES REGULATING BUILDING COLS SIGNED: OWNER OR CONTRACTOR TO BE COMPLETED BY INSPECTION DIEPARTMENT TYFE CF CONSTRUCTION OCCUPANCY _OCCUPANCY GPCUP e DIVISION ZONING JE%ft) FRONT YARD 27 0 _.L.H.-SIDE YARD ZQ ® Z // R.H.SIDE YARDj REAR YARD 26 BUILDING WIDTH 36- 1 BUILDING DEPTH BUILDING HEIGHT POST TENSION REBAR PLANS CHECK APPROVAL DATE SITE PLAN APPROVAL DATE FIRE DEPT. APPROVAL DATE APPROVED FOR PEPIAIT �ATE 60 PERMIT EVALUATION__ (OOA 4?g2' BUILDING PERMIT FEE 31(009 47 WATER AVAIL. RATE SEWER AVAIL. RATE TOTAL TEMPQRARY POLE SERVICE $25.00 FEE— — -------------- I HEREBY, CERTIFY THAT THE FOREGOING IS. CORRECT TO THE BEST OFMY KNOWLEDGE AND THAT THE SAID WORK WILL BE DONE IN CONFORMANCE WITH THE INFORMATION HERIAIN SET FORTH AND IN -COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING ELECTRICAL CODES. $TONEDs A Alrj%lwj%II"catl'lon For PLUMBING Permit -.- PERMIT NO.., BLDG. PERMIT NO.q DATE 19 OWNER Aj, CONTRACTOR ADDRESS ADDRESS CITY & STATE _&VAZ&CITY ST & ZIP PHONE NO. PHONE NO. JOB ADDRESS: STREET 2.STREET �0! DESCRIPTION OF WORK A/I $10.00 PERMIT ISSUING FEE ................................. : ......... $10.00 $ 4.50 SUPPLEMENTAL PERMIT ................................ . SINGLE FAMILY RESIDENCE $41.00 ONE BATH... .................................................... $53.00 TWO BATH .................................... $77.00 THREE OR MORE BATHS ...................... o $ 4.00 FOR EACH PLUMBING FIXTURE OR TRAP .............................. $ 5.00 FOR EACH SEWER SERVICE ......................................... $ 8.00 INDUSTRIAL WASTE PRETREATMENT INTERCEPTOR, EXCEPTING GREASE INTERCEPTORS FUNCTIONING AS FIXTURE TRAPS .............. $ 2.00 INSTALLATION, ALTERATION OR REPAIR OF WATER PIPING ............. $ 2.00 EACH FIXTURE REPAIR OR ALTERATION OF DRAINAGE AND VENTPIPING ............... o .............. $ 6.00 EACH LAWN SPRINKLER SYSTEM ON ANY ONE METER INCLUDING BACKFLOW PROTECTION DEVICES .................................... $ 5.00 FOR 1 TO 5 ATMOSPHERIC -TYPE VACUUM BREAKERS .................... $ 1.00 EACH ATMOSPHERIC -TYPE VACUUM BREAKERS OVER FIVE ............... $ 5.00 EACH BACKFLOW PROTECTIVE DEVICE OTHER THAN ATMOSPHERIC - TYPE VACUUM BREAKERS 2 INCHES AND SMALLER ...................... $10.00 EACH BACKFLOW PROTECTIVE DEVICE OTHER THAN ATMOSPHERIC - TYPE VACUUM BREAKERS OVER 2 INCHES ............................. $ 2.00 EACH GAS PIPING SYSTEM 1 TO 4 OUTLETS .......................... $ .50 PER OUTLET GAS PIPING SYSTEM 5 OR MORE OUTLETS ................. 5.00 FOR EACH WATER HEATER .......................................... TOTAL FEE 00 I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND THAT THE SAID WORK WILL BE DONE IN CONFORMANCE WITH THE INFORMATION HEREIN SET FORTH AND IN COMPLaIANCnTH THE CITY OF GRAPEVINE CODES REGULATING PLUMBING CODES. 4 SIGNED:-- _ 4� 11--7-6WNEROR CONTRACTOR -GrapevineCity Of FOR PERP11T b BLDG. pm= W. e l DATE 19 AMRE;SS 441. ADDRESS CITY & STAM 4 .:.M�CITY ST..&ZIP PHONE W. +.w.W No. JCB ADDRESS: STREET # Z 2 3 2: STR= DF50RIF?'TICK OF .ARK ,,PERMIT sulL . pm.$10.00 �•`� ��M wrwwreMe PwtI......A.4..•4....�P.VfOIf. #...i Ap. q#W'Y.0$ 3.00 r s tit ► HEAT APPL. INC UD= DUCTS/VENTS CAPACITY 70 AND ]ITCL,ULm 100,000 BTU H.........e0.4.0.w$ 6000 (IM ,100,000 BTU/H AND MCLUD'ING X400,000 BTU/H..:........$ ► i .. . S 7450 HEATINAPPLIACTS NON-DUCTE7/INCLDNVENT ROW, KILL, .MR FURNACE, SUSPEWED.. INSTAUMIC N OR RELOCATION OF EACH BOILER, '.COMPRESSOR, OR EACH ABSORPTION SYSTEM UP T(? AND IN=DING 3 HORSE'POWE:'R. OR EA I ABSORPTION .SYSTEM TO AND INLLUDIM 100,000 BTU/H...... .0.......000$ 6.00 �•-y'T OVER 3 HORSEPOWER AND INCL,L IM 15 HORSE, OR EA I ABSORPTION � SYSTEM OVER ,100, 000 BTU/H AND INcLjjDING ■jy'am;� 500,000 BTU/•H............ ....................e OVER 15 HORSEPOWER R AND n9C'LUDING 30 HORSXPOWER, OR EAM ABSORPTION SYSTEM OVER 500,000 BTU/H AND �II+1 j /�(� 1,000,000BTU/H.....e......................... 0 ...... ....$l5e00 OVER 30 HORSEPOWER AND INCLUDING 50 HORSEPOWER OR EACH ABSORPTION SYSTEM OVER 1,000,000 BTU/H AND n-,Ui DI% /� 1,750,000 1710/H...a....... a......... a..... a....... a0.0 00.$22a50 OVER 50 HORSEPOWER OR EACH ABSORPTION SYSTEM OVER. +� 1,750,000 BM /H....wse.....s..r. COMMERCIAL HOOD EXHAUST KITCHENGRF.A:iE HOOD TYPE I ......................... *.**.*$ 4.50 GENERAL KITCHEN HOOD, 00LL6CTICN OF STEAM, TEAM, VAPOR, SMCEI BEATHiODORS ..................................... 4.50 EVAPORATIVE COOLER 10TI R `IRAN PORTABLE TYPE ...... . , .. f . , $ 4.50 INSTALLATION OR RELOCATION OF EACH CXk4M CIAL OR INDUSTRLla,-TYPE INCDERATOR,.......................... ; ... $30.iD0 INSTALIATION OR RELOCATION OF EACH DOIMES c -TYPE INCTNEi2A7�R.f ............................... .0.009.... $ 7050 'TOTAL FEE.... W 0 0 0 0 .. $ 2— 2— � ® I ICY CERTIFY THAT THE FOREGOING IS C oRRE cr TO THE BEST of Mi' macmm AND . TESAID tDRK WIL BE-WNE INCOtWlORACWWITH THE IlNPORMATItiONHEREIN SETFRH AM IN yiVOF GRAPEVINE CODES a.RuLrTIW MECHANICAL ES. � ... E._. .:. "'y .L`.. ,.. z. ..�. _ 'arc?. `... •,.. ... S+a .: •t. �,. � .., ,,. r .. -,. ,. .,.,. F,.. •, -,: ,, .."- ... ,. ...,.., �`. n ;'�. .,, �: 'n a ,. .,..... s :: s <. °..s ,^.-..zxu �.*. :.. s �m .,.,... .:. ...,,u , .-�. ... -. ". ... ,.. � r„.,, :: �. ,.. -. x, t .. -... ,,.. �,......... ..,fid. . •x .. -t,. s . ,xi. t ,. _.. .. .. ,,. •. ... +,�.,. :�.t ,-�'.� -,. F, ._. u-..�.. �s ._., ..,".jam ... _ s, ,�... a'=.. ., r...,- w W. M .,. 01 INA lip lip an gym+ g L s a , g ,f .. - s .,. . . . . . . . . . . . . . . . . . . . . . . 5 a . r city $ a .. 3 12 Fi .p x v. t • rLos. irt Y " _71 ~mss a r �::: r ,; ,_� . ,, � >. s • , .: ., ,, � �,_ .. , �. 5�;,.�,`6 9•a s� ut �vd ..',tame` z _N � , ,< _. ., ' :.�. Y .: �i� :: ='t$. �} � tw "sP 's,�, Y why -1— EM J 6 s "R 4 h � t$ Y Mi 4 1 eD- e 1�,- f 1, 0 d g) — k .,R.�c''(.�G`�iY?t�`w�".y'+-•nE Vr6E�;z ;a`{4`;ubyt�.,.�,': ,a Y 5 I DE SIG Design of this foundation is based upon:4 9 1 an r�a n f s -Wd �i - ens on Ing inst-RUte, 1 1d f r Reinforced 318-7� r r con ocre ns' "u 'e -. TE R lALS:,- 1) . :_ll All post-tensionin tendons and anchorages shall c o1rM to the requirements oDe-cw1cations w ins or, n f Et 1eMns 2) Tendons shall be faWM cated from1/2" diameter, 270 si strand in accordance with A-416. Tendons shall be greasedand plastic sheathed and anchored of 28,9 kips. l Concrete shall have a minimum compressive strength of 3000 psi at 28 days and o minimum of 2000 psi at the time of tensioning, Slab should be stressed within 7 to 10 days 4) All conventional reinforcing Mrs shall be Intern diate grade and conform to ATM A615-40, 1) Site, sarade, concrete and corn shall conform to the ro islons of chapter 3 of ACI 302-69, recap riled oractice for concrete floor and slob construction, Site grading and drainage around the foundation shall be maintained at al times in, such a manner that surface or growd ter will not collect ander the odocent sl i All fill shall be PlacIn accordance with F., , Wto stvet u and c octed to 9rx proctor density, I Beam, trenches shall be clean per Plan, i Becim bottoms must be fnldled In at least R of undisturbed soil or Pro: riy c ct l Piers n used only If they are specifically s in the design, nn conditions that Indicate Piersmay r be it should be brought to the attention o the engineer, ee , I A V mintmum sand layer shall be Placedunder all the slabs. l There should be a layer of 4 Milo or 6 mil. Poly with loped joints between the sand owed the sl I Construction Joints are not per Itted unless shown In the plon, 10) Tendons and burs shall supported on chairs spaced at,4 foot Intervals, minimum, and tied at all Intersections to prevent movement during concrete placement. l Trenches for Ql° it lines should t locateddirectly er s g mate .t e8 a cross at right aftles beam,under , 1Concrete shal 1 I el It consolidated arc"xi tern.0m c=, s, 13) Contractor shall verify all dimen. l and conditions 1A the field Prior to construction, otl engineer of any discrepancies, 1 ere there are discrNe ncles � slab din i architectural Plans, archit dural la sho corKrol, 1 Coordinate structural drawings with architectural is - dr Ings for all openings, drops, Inserts arid related i. 1 Upon Comletion of the f incl grodlng, all be= shall have a min1mum soil cover of PLAN AND FTI TES: ll Not all sections shown will be applicable to eoch project, l For "D" "W" dimensions, see Plan sheet, i denotes strand supported by " ctioir ft, minimum OC,EW,l on sections denotes dl enslo, to be found on foJndat1ofl or architectural plon, p .Denotes end of strand to be stressed, I Denotes factory sected anchor . eod 'ndie , r 11 u) 74 .. r '� ��€aS�RS. .,R.�c''(.�G`�iY?t�`w�".y'+-•nE Vr6E�;z ;a`{4`;ubyt�.,.�,': i�u�i ..a;. 5 I j W y p u.s 0.w.._....._. '� ��€aS�RS. .,R.�c''(.�G`�iY?t�`w�".y'+-•nE Vr6E�;z ;a`{4`;ubyt�.,.�,': i�u�i ..a;. 5 t 5 t