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Home My WebLink About1986-0254"-. 1 .1 THE UNDFpCTCjyED HEREBY APPLIES FOR A BUILDING PERIL. AS HEREINAFTER DESCRIBED. 0 TAN E R Weekley Homes, Inc. CONTRACTOR Weekley Homes, Inc. ADDRESS. 12200 Ford Rd., #252 ADDRESS 12200 Ford Rd. #252 CITY,ST.ZIP Dallas, TX 75234 CITY,ST."-!P. Dallas, TX 75234 PHONE NO. 214-243-8414 PHONE NO. 214-243-8414 BUILDING OR STRUCTURE AT: STREET'Tr_ 4502 0*00ST REET ._ Ainsworth Circle USE OF BUILDING- Sin le Family Residence LEGAL DESCRIPTION OF PROPERTY: LOT 5a,/BLOCK 1000-§-LTBDIVISION G&-a-d—e Crossing PT`ase SQUARE FEET OF BUILDING (INCLUDING GARAGE) 2812 VALUATION OF WORK$ 135,990 DESCRIPTION 0 . F WORK TO BE DONE: Construction of new single family residence I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MYKNOWLEDCE AND THAT THE SA D WORK WILL BE DONE IN CONFORMANCE WITH THE INFORM-ATIC'N HEREIN SET 7 CE I - FORTH AND COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING BUILD CODES. ING SIGNED: R'ZR CO TRACTOR A TO BE C01dPLETED BY INSPECTION DEPARTMENT TYPE CF CONSTRUCTION OCCUPANCY GROUP DIVISION ,3 ZONING 7, FRONT YARD L.H. SIDE YARD R.H.SIDE YARD "DEAR YARDopt _, BUILDING WIDTH BUILDING DEPTH BUILDING HEIGHT POST TENSION REBAR PLANS CHECK APPROVAL DATE SITE PLAN APPROVAL DATE FIRE DEPT. APPROVAL DATE APPRCVED FOR PEP14IT 'DATE PEPIv,IT EVALUATION 5, A 66f BUILDING PERMIT FEE WATER AVAIL. RATE, SEWER AVAIL. RATE--., T(')TAT. z CITY OF GRAPEVINE Application For PLUMBING �Pe r7mit PERMIT NO. a ' 7 _ BLDG. PERMIT NO.. DATE 19 77 OWNER, ! ";`ice/� CONTRACT2 ADDRES '?_ 7 ADDRESS` ,r CITY & STAR' ''= TY CITY ST & Z PHONE NO.� < , , — PHONE NO. JOB ADDRESS: STREET # STREETS 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 ............................. $ 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 INSTALLATIr'N, ALTERATION OR REPAIR OF WATER PIPING $ 2.00 EACH FIXTURE REPAIR OR ALTERATION OF DRAINAGE AND VENT PIPING ........................................... . $ 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 TMOSPHERICTYPE 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' 1 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 COMPLIANCE WI/TfI-'THE CZ Y pF G, PEVINE CODES REGULATING PLUMBING CODES. SIGNED: OWNER OR CONTRACTOR / /n1�7.00 .,_ I do hereby certify that this drawing or . plan and related specifications meet all local code requirements and are in sub- stantial conformity with V.A. Minimum Pro- perty Requ|rannenta.^ -,b4Lk VI_ 4A, d 1 ey noines 1300 Post Oak Blvd., Suite 1000 Houston, Texas 77056 (713) 963-0500 scale date address panel e � .,TEA,v�- � � rte, .< . -, � . A ,,>r, ... ..-. ,... - + .Nit MCI A p � Y y y a STAN Mae 5 WO not 1c nh Rp }f z - . t y a � t A 17 -1 10 ,,,• ,,.,. tar., -u MCI A p � a oupm a Ari, __ 7 MOOyy (¢ 9 M 6 00 is 0 . On im MCI A p � a M 6 00 is 0 . On im Io a i c w I I I i 4— I GENERAL NOTES r 4 FILL Construction PLA::DT15 H AIR ` A C R BARRIER 1_ Fill under slabs all be placed In cofnpflonce with .H,A. data shoal 41S" H C C; K TFND(,-,,N ANCHC,R i c w I I I i 4— aWPNV2 1 d Pr t of 00"* W106 180088 MUWMd 4 strand con#onvkq to T -41 u x.l. l - On"SnOnt nMx plastic sihoeft INNI- - - _ - - -11. The contractor shall vorWy &if drops, off -soft, brick-ledWo and b4ock- arct0tseWral —_ RE. cies that may exist n i, -J RE; Ah H, /f? Of --- _ �f,FLOOR s t of *on- �( . ' / t 14. Tendons streamed no earlier14 days after placernent of concrftt@. z I � I T foundation t u — Li taible engineeringIn'fair and the prestressed concrete institute's t ific t t- - I '-DF 3 -`13 (C �. N 7 I I Tension materials to Insure quality. 1t3 TIES @ 1 � ,C. G Stressing -- �tt3 SU-DpOR7. BAR 1. 1t2"0 tendon i'I be anchord at _k per strand, but i be k~, 9 181,O. C. v ly stressed to 3 r strand. 2. Tile-0 tendon shelf be anchored t 21.7k per strand, but shall be In- Itially stressed to 2,k per sir 3, 310"0 tendon shall be anchoredat 14.1k per strand, bul ~ be in- ltixlfy stressed. to 18.4k r strand. BRICKLEDtD> W"ErNE 12' p„ SHOWN ON PLAti �i 2 C) G � r �� x W 12" /JCS C �/ E �d�. `�v. E b ,- , —4— � � � u N T , � E F I t`1. F L :. , �, � R Iry � � '� — - — - - - —'� T rN C P SPECIAL NOTES A. All beams are to extend 6 Inches Into undisturbed Soft of the slab is to be placed on fill in accordance 8. Minimum cement to be 41/2 socks per cubic yard. - ry -- —Dj IFIN. GRACE DOTE Lij o > c �� I. --- - DENOTES L1VE EBD, —�� T E N D'1 r-1 �-' --� � � 1 �,�,..� _ .j4k-�L_= E �� _. 2. DENOTES DEQ END,_ Ili i' �ia4 ttU_ i i�__� 1 �, P,s` -� I�171 E 3. W: BEAM WIDTH _ 10' 4- 4(VERT)W1/ 4. D; BEAM DEPTH = I- L -4 J_ BAR C 3-C� J,C� _ -� TIES N TENDON 5, TENDO SIZE - f2 � o , #3'� G 12 Q ;1 BEAM BEYOND �� < <- �". �iT.� 2-,4 CGI�lfi C. DESIGN P I, � �Q�'„ tTYk} ? THESE FOUNDATIONS HAVE BEEN �� —�i TFIIC X 1� 2 BEAD I D E S _ st ; D �� P BELOW GRADE } I ��;1�1 E �:: TOB E USED 'oh+ S T S �' - 3 SUPPORT BAR � 3 G O,G. OF THE POST TENSION SYSTEMS ACCEPTED BY THE F. H, A. RE1f1' ji{5 ''SATE DRN. BY: �^ CHKD. ,13 `jt s _ L L =3 PLANNO. GENERAL NOTES r Construction t 1_ Fill under slabs all be placed In cofnpflonce with .H,A. data shoal G andlorthe soils angineoes specifications for t _ fill and be car - U LLJ79 CL Illi by the soft "ineof. I_ LOOR 2. 4" cushioned layer under the slab shall be glther pervious sand fill or grandulor fill. SLC;PE 3. Beam dirnensions shown are minim, um ofte rupired and may not be reduced now enlarged wfthout approval by the engineer. 4. A 6 mg vapor barder of polyethylene sholl, be placed under allcon- j Crete. . Tendons wW bers shall be securely supported C� tka4 and horkitontal . 6. Allow 8"0 conlevottl on tendonis by 99 sires*kV "OW merit . —_� 7. if tendon sheathing is r @@ more,i1 should be reshoothod to prevent banding of the COMM" to }�the strand. .- tendon . All concrete t .f. at 28 deys and 84 least 1,500 P-1. St the HMO . Conorg", de*Np mix- alstall be In aCoQfdafMo aWPNV2 1 d Pr t of 00"* W106 180088 MUWMd 4 strand con#onvkq to T -41 u x.l. l - On"SnOnt nMx plastic sihoeft INNI- - - _ - - -11. The contractor shall vorWy &if drops, off -soft, brick-ledWo and b4ock- arct0tseWral —_ RE. cies that may exist n i, -J RE; Ah H, /f? Of --- _ �f,FLOOR s t of *on- �( . ' / t 14. Tendons streamed no earlier14 days after placernent of concrftt@. z I � I T foundation t u — Li taible engineeringIn'fair and the prestressed concrete institute's t ific t t- - I '-DF 3 -`13 (C �. N 7 I I Tension materials to Insure quality. 1t3 TIES @ 1 � ,C. G Stressing -- �tt3 SU-DpOR7. BAR 1. 1t2"0 tendon i'I be anchord at _k per strand, but i be k~, 9 181,O. C. v ly stressed to 3 r strand. 2. Tile-0 tendon shelf be anchored t 21.7k per strand, but shall be In- Itially stressed to 2,k per sir 3, 310"0 tendon shall be anchoredat 14.1k per strand, bul ~ be in- ltixlfy stressed. to 18.4k r strand. BRICKLEDtD> W"ErNE 12' p„ SHOWN ON PLAti �i 2 C) G � r �� x W 12" /JCS C �/ E �d�. `�v. E b ,- , —4— � � � u N T , � E F I t`1. F L :. , �, � R Iry � � '� — - — - - - —'� T rN C P SPECIAL NOTES A. All beams are to extend 6 Inches Into undisturbed Soft of the slab is to be placed on fill in accordance 8. Minimum cement to be 41/2 socks per cubic yard. - ry -- —Dj IFIN. GRACE DOTE Lij o > c �� I. --- - DENOTES L1VE EBD, —�� T E N D'1 r-1 �-' --� � � 1 �,�,..� _ .j4k-�L_= E �� _. 2. DENOTES DEQ END,_ Ili i' �ia4 ttU_ i i�__� 1 �, P,s` -� I�171 E 3. W: BEAM WIDTH _ 10' 4- 4(VERT)W1/ 4. D; BEAM DEPTH = I- L -4 J_ BAR C 3-C� J,C� _ -� TIES N TENDON 5, TENDO SIZE - f2 � o , #3'� G 12 Q ;1 BEAM BEYOND �� < <- �". �iT.� 2-,4 CGI�lfi C. DESIGN P I, � �Q�'„ tTYk} ? THESE FOUNDATIONS HAVE BEEN �� —�i TFIIC X 1� 2 BEAD I D E S _ st ; D �� P BELOW GRADE } I ��;1�1 E �:: TOB E USED 'oh+ S T S �' - 3 SUPPORT BAR � 3 G O,G. OF THE POST TENSION SYSTEMS ACCEPTED BY THE F. H, A. RE1f1' ji{5 ''SATE DRN. BY: �^ CHKD. ,13 `jt s _ L L =3 PLANNO.