The URL can be used to link to this page

Home My WebLink About1986-0217C""ITY OF GRAPE" E APPLICATION FOR BUILDING L I J' L 7771986 M A R idg 3 PERMIT NO. TI DATE OF ISSAVICE THE UNDERSICITIED HERE -BY APPLIES FOR A BUILDING PERI -IIT AS HEREINAFTER DESCRIBED. OWNER Nash Phillips/Copus CONTRACTOR Same ADDRESS 16479 Dallas Pkwy #300 CITY,ST.ZIP Dallas, TX 75248 ADDRESS CITY,ST.-"IP PHONE NO. (214) 380-2288 PHONE NO. DC# 1, application date 1-29-86 BUILDING OR STRUCTURE AT: STREET# 2234 ,----STREET Ryan Ridge USE OF BUILDING Single Family Residence LEGAL DESCRIPTION OF PROPERTY: LOT 31 BLOCK 4 SUBDIVISION Dove Crossing Plan # 13-361B VALUATION OF WORK$ I, zS DESCRIPTION OF WORK TO BE DONE: New Construction - Si?gle Family 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 INFCPMATICIT HEREIN SET FORTH AND 1N COMPLIANCE WITH THE CITY OF GRAPEVINE CCDES REGULATING BUILDING SI .__ CWNEF, OR CONTRACTOR COMPLETED BY INSPECTION TYPE CF CCNSTPUCTIONY OCCUPANCY GROUP DIVISION ZONING IeS.D FRONT YARD 2-8' L. H. S IDE YARD R.H.SIDE YARD REAR YARD_ BUILDING WIDTH- BUILDING DEPTH BUILDING HEIGHI(,:� POST TENSION_ PLANS CHECK APPROVAL FlIX-0 SITE PLAN APPROVAL DATE FIRE DEPT. APPROVAL DATE APPROVED FOR PERMIT ;'O��,DATE Ce -7( PERMIT EVALUATION Le BUILDING PERMIT FEE WATER AVAIL. RATE SEWER AVAIL. RATE TOTAL CITY OF GRAPEVINE �tti� kik ix Yu i � 2 tmon for Electrical Per S1AtlNED: ranking/d'- nal,assem Tonal hoIesaIe, s,wor;ksho atati'ons, occupancy terations, ppletlans • r�;.r ESS v f Ry r fj/r n.w.+.�r. M�.�i $ I S 4 , � .., N . ' 2.23 RZ;TiT fining 11ly garag+es psi 1491,110 AJ,0 750 - 1199 $ 37.50 ,. 1200 1500 1501 oAs 1750 $ 57.«50'4, k 0 '.. 2001 - 2250 t ,5a 2251 - 3000 $ 72.50 3001 - 3500 $ 77,50 3501 - 4000 r:aa1 + $ 82.50`, $0, ` gip' SEE 20,001 - 50,000 $ 45.00 + .029 sq. it, 50,001 - 100,400 $ 95.00 + .028 sq:ft 100,001 - 200,000 S 195.00 + .0/�27 201,001 + V-395,00 + 1025; 7R —^--_�r�a—o ZSb-SSE 501 - 100,000 . $ 12,00 +'.027xsq.ft. 100,001 - 5.00,000 $ 412.00 +,,023 sq. t. 500,001 + $ 912.00 +-.022 _—,. --g �—FEE ----- wfsam.---- tw+./. � 501 5,000 4 $ 25.00 +,.010 sq.ft, 5,001 - 100'000 $ 30.00 + .009 sq.ft" 100,001 - 500,000" $ 230.00 + .007, sq.ft. 500,001 + $1230.50 + .005 s q '"iiX � 'a25RI�B�RORY------- FEE—�-.., "1 77,77 60 - 500 $`25.00 501 - 1,500 $,30.00 1,501 - 3,004 $38.00 3,001 - 5,000 $48.00 5,001 - 50,000 x ~.00578 '+ '$20.00 50,000 - IOO,O00 x .00462 + $78.00'r 100,001 - 500,000 x .00347 + $1'-93.00 500,001 + x .00231 + $7'71.00. -- ..-----------.----_.._-.- F E E ---_-.,.., ERVICE $25.00 FEE ------------ -.—.-----_--E E SERVICE $25.00 FEE HAT THE FOREGOING IS• CORRECT TO THE $EST OF THE SAID WORK. WILL AE DONE IN CONFORMANCE WITH T SET FORTH ANDIN COMPLIANCE WITH THS GI1~ CULATING ELECTRICAL CODES. , f If "ITY OF GRAPEVINE' Application For PLUMBING Permit PERMIT NO :i� " ` � BLDG. PERMIT NO.�p "c�i �� DATE 19 OWNER-Al, At,r` CONTRACTOR ADDRESS yt 7 / F�, j ADDRESS CITY & STATE CITY ST & ZIP PHONE NO. PHONE NO. JOB ADDRESS: STREET # 2-2-3 STREET ,/ n / DESCRIPTION OF WORK $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.......................•....••....•......•. '77, $ 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...............•.............e., .....,»........ $ 6.00 EACH LAWN SPRINKLER SYSTEM ON ANY ONE METER INCLUDING BACKFLOWPROTECTION 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 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 COMPLIANC TH THE CITY OF GRAPEVINE CODES REGULATING PLUMBING CODES. SIGNED: OWNER OR CONTRACTOR -Grapevine f�PLICATJON FOR p,V NO. ar G. PERMIT NO.._.__ �� DATE19 el AAR s 6, ADDRESS cny TAS CITY r. &zIP PHONE NO. PHGI� NO. 7 JOB ADDRESS: STREET 2'3 4- AAJ DESi?TI4T ONOW F .� P#:+Rt711 ISSUING M........,.ef.w.+.....w...sa...a +r •ew...+l w+R +... {.s.-$10.�o Sii1"PT�II�idTAL FEliMI,'T .Sy 00 ��._..*.,_....,.++... y 'HEAT APDL. iNCLM NG DUCTS/VENTS CAPACITY TO AND INCIMING 100,000 BTU H...............,$ 5.00 OYER 100,000 BTU/H AND INCLUDING 400,000 BTU/H..........$ 7.50 HEATING APPLIANCES NCNT DUCTED/INCLUDING VENT , MUZFWM FLT 4,rA SUSFE1iTDED Q 6.00 INSTALLATIM OR RELOCATION OF EACH BOILER, MMPRESSOR, OR EACH ABSORPTION SYSTEM UP Ta AND INCLUDING 3 HORSEPOWER OR EACH ABSORPTION SYSTEM TO AND INCLUDING 100,000 BTU/H.................... $ 6.00 OVER 3 HORSEPOWER AND INCLUDING 15 HORSEPOWF..R, OR EAC£i ABSORPTION SYSTEM OM 100,000 BTU/H AND INCLUDING 504;000 BTU/H...... :....-........................ ll.i0 OVER 15 HORSEPOWER AND INCLUDING 30 HORSEMM, OR EACH ABSORPTION SYSTEM OVER 540,000 BTU/H ARID INCI.IJDING 1,000,000 BTU/H..........................................$15.00 OVER 30 HORSEPOWER ARID INCLUDING 50 HORSEPOWER OR EACH ABSORPTION SYSTEM OVER 1,000,000 BTU/H ,AND INC MING q) 1,750,000 B7U/H......................................Y0.0$22.50 OVER 50 HORSEPOWER OR EACH ABSORPTION SYSTEM OVER 1,750,000 $'1U HP......................................ff.$3I.50 CaNtl ,RCIAL HOOD EXHAUST KITCHENGREASE HOOD TYPE I ...............................$ 4.50 GUM?AL KITCHEN HOOD, COLLi)CTICN OF STEAM, VAPOR, 1+�� SHONE, HEAT OR ODORS. 4.p.eP......, .. P.. 0 0. 0 0.. 0. 0. # 0 0 0 0 0 0 $ 4.✓0 S MSC E1,LANEOLTS EVAPORATIVE COOLER fJ rHER THAN PORTABLE TYPE ............. $ 4.50 INSTALIziTION OR RffXCATICN OF FbzH COMMERCIAL OR INDU=AII-TYPE INCINERATOR..............................$30.00 'INSTAIIATION OR RELOCATION OF EACH IC -TYPE IR1C�R............................................$ 7,50 AV.#7L FEE .. $ I HEREBY CERTIFY THAT THE FORBGOTNG IS CORRECT TO THE BEST OF MY KNOWLEXE AM THAT ' THE SAID WORK WILL, BE -PONE IN OONF OR W= WM THE INFORMATION HEREIN SET EMU AND IN {7QtVPL AN ITY OF GRAPEVINE CODES REWL ATINGMECHMICAL k v i' s� k6 A1 9 xt r u' #r al 5 j lj F Atli r k a 0 0 e x a r rs e g F r s 3 P < t � r v # r ?n , i.. . �a z s4 0. to 1 •9 � ; I i , q 999141 , VAx' E €t "'' �,L —- r 1 < _i , r Y' I � h a i ; , As - I � , a < 12 w {• 1 , a 1 d , �' ' ._._----'�— `."'>9.�--•�---:. ---�._ _-.�..,,...._,. .._.rte-...._._-----'______—_u� „ Pte: s m.';' .t < e a p _– 1 � a .m[ q '„r�wN �p ,�s t a n a b -E-A P 3 s�< M 1 r� cs r €LI'Lolb 41 Z G1 Y OT - LTr i EINN p I I E }t LX , YY "'Lo -Ts LD75 l — r > , 3 1 r L07 s Lo—Ts (� —2o g OL t s {13 LV_ 4 47 i s y t : K , } — d L07 �< { pN d ;i16 ,° 8, s > a , 1 _�.� L { A. nJ r P ,may dr Lo -r,. } -.-__ _- , __ -._-°- a eta p a p 1 Iz COIL CL 'M v _ .t b. 1 � i E IC) Y. r� e �� .,.: htAi� ill: �- �4 irk t w °. IAN r W, A e,t � 4 S(o Eft . H „ . ., •, ,� Via. 2 s r - < a r rs e g F r s 3 P < t � r v # r ?n , i.. . �a z s4 0. to 1 •9 � ; I i , q 999141 , VAx' E €t "'' �,L —- r 1 < _i , r Y' I � h a i ; , As - I � , a < 12 w {• 1 , a 1 d , �' ' ._._----'�— `."'>9.�--•�---:. ---�._ _-.�..,,...._,. .._.rte-...._._-----'______—_u� „ Pte: s m.';' .t < e a p _– 1 � a .m[ q '„r�wN �p ,�s t a n a b -E-A P 3 s�< M 1 r� cs r €LI'Lolb 41 Z G1 Y OT - LTr i EINN p I I E }t LX , YY "'Lo -Ts LD75 l — r > , 3 1 r L07 s Lo—Ts (� —2o g OL t s {13 LV_ 4 47 i s y t : K , } — d L07 �< { pN d ;i16 ,° 8, s > a , 1 _�.� L { A. nJ r P ,may dr Lo -r,. } -.-__ _- , __ -._-°- a eta p a p 1 Iz COIL CL 'M v _ .t b. 1 � i E IC) Y. r� e �� .,.: htAi� ill: �- �4 irk t w °. IAN r W, A e,t � 4 S(o Eft . H „ . ., •, ,� Via. 2 s r - < a , a 2� �J 4-1 DES I GN Ln- gg .g E ;., Design of 1 lb s` n dS{ 0 6f glad ° t� rt 14"Illy LIHIbLLLULCI wig in , r 318- W-rTd'cna--qn PoknitreIF iLhls"�, e. TILs-f 1 All l I $P o,9 a anchor l jLe requirements o t -$ .� Vis i sgq�q� nng 1 1 4��. 2Q11 -10512alm 1 Tendons shall be fabrcated f rom 1/2" diameter, 270 ksl strandIn accordance with AS� hall be greased and plastic sheathed and anohord of 28 .9 kips. FE& .4P 3) Concrete shall have o minim..m compressive strength of 3000 psi (it 28 days and o minimum of 2000 psi of the time of tensioning.x Slob should be stressed within 7 to 10 days, V 3t K N g 4) All conventional reinforcing bars shol l be Intermiedlate grode� 4 and conform to ASTM. A615-40, n CONSTRUCTION,, .� 1_ lt, ro lslo�ns of chapter 3 f ACI 30269, r c form to th r , su rude, concrete and curing shah cora ended practice for concrete floor and slab construction: ) Site grading oV dralno around the foundationsll r � � Intro at l timesin such ra` a surface water will not collect under the od nt sl � 'i 3) A11 fill sell be plyIn accordance with , . . t 1P LI � and 'compacted to proctor dens it 4) Beam trenches sholl be clean per plan, l Mam Nott s must b founded In at least 61' of Istr soli or pry r c fill, i i Piers may be used only If they are specifically shown in the - sin, it conditions that Indict piers r it s ud be brought to the ottention of. the engineer, <PxE° ' 00 i l A 4N minimum sand layer shall be Placed under all the slabs. j, 1t 1, l There should be o layer of 4 mil. or 6 rail. Poly with lapped Joints between the sand and the sl i Construction Joints are not permitted unless shown In the plan®51 TO 1 i Tendons and bars shall be supported o chairs spaced at. foot Intervals, minimum, and tied at all Intersections to prewnt J movement during concrete plat nt4 U) Trenches, for plumbing lines should t locateddir ctl Y under s® Locate cross at right l a � a xl Concrete shall be well consolidated around t _ u M; l Contractor shall verify ol.l di. i s and conditions Ist the - field prior to construction, oti engineer of any discrepamles. i Where there re discr ales sltMe chitcturoplans, t architectural p o . I15) l, oordin s7or t structural all-openings, i drawings with architectural 1001 s, drops, Inserts and related I&," i UPM c i lon oft final grodln, oil shall i n i so cover of 64 si;i gx KAM AND CTS NOTES: ! 9 x` i Not all sections shown will be mplicable to each proJeo f- r L i For ODS" & "W" dimensions, see plan sheet, w 3) denotes strand supported by 2g ctmir ( -t® minimum a.E.. 41 Ofl Actions denotes dimension to found on f I dtectural or arcplan, notes end of strand to be stressed i Denotes factory seated anchor Mead 1, a W 1 , _ a .....r >v. z .,r., ,.`. F.. S :4" . , .....:+4 c', t 4 :•3 # ,:ty. �?� �e'�'�',a�