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Home My WebLink About1986-0207o o • • - ` - N PFMJ= NO. BLDG. PMUT NO.1 i DATE 19 U-7 CWNER i •• •'. iii ii•5S n NO. - JOB i.i• 'lil STF= DESCRn>TION OF •' TYgf-aZZUF1RUy---------_ FrRRTT-rRr'9------------ T--- 1-1 -----------------T]Z4i O r Te 3 $_------ ---- ---_- Single-family, duplex, 750 - 1199 $ 37.50 townhouse new con- 1200 - 1500 $ 47.50 etruction & additions 1501 - 1750 $ 57.50 (per unit) 1751_- 2000 f- $ 62.50 1" 01 225. , --. 5I = 3000 $ $ 67.50 / 72.50 3001 - 3500 $ t/ 77.50 3501 - 4000 $ 82.50 4001 + $ - •90.50 TT---RZT-------------------FEE 73a_=__'Za; pati ------_73 .. iia-+ Apartments 20,001 - 50,000 $ 45.00 + .029 sq.ft. 50,001 - 100,000 $ 95.00 + .028 sq.ft. 100,001 - 200,000 S 195.00 + .027 sq.ft. 200,001`+ S 395.00 + .026 sq.ft. - ----- - --_ _ ----- FEE -�; ,I '& R= -1 -Hotels �OS'or less ` `2�.-u0--------------- office,drinkingjdining 501 - 100,000 $ 12.00 + .027 sq.ft. educational,assembly 100,001 - 500,000 $ 412.00 + .023 sq.ft. institutional 500,001 + $ 912.00 + .022 sq.ft. ---- -_---- -------------�---- FEE Yi7'B,K,M zexcept aboveS- 5bS-or less $`_y-50----`-r"------ retail,wholesale,garages 501 - 5,000 $ 125.00 + .010 sq.ft. factories,workshops, 5,001 - 100,000 $ 30.00 + .009 sq.ft. service stations. 100,001 - 500,000 $ 230.00 + .007 sq.ft. 500,001 + $1230.5'0 + ,005 sq.ft. ---------------- FEE _- -- fdaRiZ--------------------- V. Any occupancy 60 - 500 $25.00 group,aiterations. 501 - 1,500 $30.00 Shell completions 1,501 - 3,000 $38.00 3,001 - 5,000 $48.00 5,001 - 50,000 x .00578 + $20.00 50,000 - 100,000 x .00462 + $78.00 100,001 - 500,000 x .00347 + $193.00 5002001 + x .00231 + $773.00 -----------------------------------------------------FEE---�' VI. MOBILE HOME SERVICE $25.00 FEE__ ------------ TEMPORARY POLE SERVICE $25.00 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 COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING ELECTRICAL CODES. SIGNED: "--- -- N R G `iRKZ"1`bk`'-- I L y N-1 I %A I I I I %;w APPLICATION FOR KIECHAMICAL PLRi,I!T"INO. BLDG. PER,11T NO. DATE MNER C01NTRAC"i'ORley f2 Nc ADDRT��—S ADDRESS CITY & S wclL CITY ST. &ZIP PHONE NO. 1!9 PRONE NO. - JOB ADDRESS: STRi-i-ET # DESCRIPTION OF WORK - ST PEMIT !SSUIl,,lG FEE ...............................................$10.00 SUPPLEMLF-WIAL PERNUT ..............................................$ 3.00 Quantity HEAT ADPL. INCLUDING DUCTS/ti,TNTTS CAPACITY M AND INCLUDING -100,000 BTU/H........ $ 6.00 OVER 100,000 BTU/H AND INCLUDING 400,000 BTU/H..........$ 7.50 HEATING APPLIANCES NON-DUCTED/- LNCI;LJDII\G VENT Roam, WALL, FLOOR FURNACE, SUSPENDED .....................$ 6.00 INSTALLATION OR RELOCATION OF EACH BOILER, COMPRESSOR, OR EACH ADSORPTION SYSTEM UP TO AND INCLUDING 3--H(5J'-Z-SEPCWER —OREACH ABSORPTION SYSTTM TO AND INCLUDING 100,000 BTU/H ....................$ 6.00 OVER 3 HORSEPO;VER AND INCLUDING 15 HORSEPOWER, OR EACH ABSORPTION SYSTE111 OVER 100,000 BTU/H AND INCLUDING 500,000 BTU/H ............................................$11.00 OVER 15 IIORSE-Pa•JER AND INCLUDIING 30 HORS, --,POWER, OR EACH ABSORPTION SYSTEM OVER 500,000 BTU/H AND INCLUDING 1,000,000 BTU/H ......................... ................ $15.00 OVER 30 HORSEPOWER AND INCLUDING 50 HORSEP91ER OR EACH ABSORPTION SYSTEM OVER 1,000,000 BTU/H AND INCLUDING 1,750,000 BTU/H ..........................................$22.50 OVER 50 HORSEPOr,TER OR EACH ABSORPTION SYS=j OVER 1,750,000 BTU/H ..........................................$37.50 M24ERCTAL HOOD EXHAUST Ki T= GRF-A,SE HOOD TYPE I ...............................$ 4.50 GE1,T-RAL KITCHEN HOOD, COLLECTION OF STFAM, VAPOR, SIMOKE, I= OR ODORS .....................................$ 4.50 misc=vzbus E�`APORATIVE COOLER OMER THAN PORTABLE TYPE ............. $ 4.50 INSTALLATION OR RELOCATION OF EACH C01-211ERCLAL OR INDUSTRIAL -TYPE INC11\1ERATOR ............................... $30. 00 INSTALLATION OR RELOCATION OF EACH DO.MESTIC-TYPE INCIl,qERATOR ..............................................$ 7.50 ' TOTAL FEE........... $ f I HEREBY CERTIFY THAT TriE FOREGOING, IS CORRECT TO THE BEST OF lU Y-NK)WLEDGE AND THAT TILE SAID WORK WILL BE DONE IN CONMR14ANCE WITH '11HE INFORMATION HEREIN SES i AND j� FORTH IN CX IPLIANCE NITIll THE C TY OF GRAPEVINE CODES REGULATING MECHANICAL CODES. SIGNED; —.-.- aj'14ER OR CONTRACTOR FLA �4 I 1 # 1 3# ,SCA g p y r THE PLAN S OPP , INC. DALLAS,TEXAS (214)341-5900 `4's at 12" O.C.E.W. 0 F F S E Q N% V fi 6 W 51, B T R,,`�, N" & 0 N E DRAPED BEAM, STRAND-] N E FRAPED BEAM �TRAND ONLY + ii *4's -T- RA N SLAB s j �4411 ,rRAND--' 41--= r 1 4 W '(R )B R ANCHOR SLAB -ANCHORS TO BE WOOD P1 Ar, %7 n ir- qwr)wm APED RAND (B% INTERIOR DTL. END 10 -TIL, MATERIALS 1, Prestressing steel supplied by SUNCO AT POSTENSION shall be 1/2"oliarneter 270ksi seven wire strand, grease with plastic sheathing- Strand shall be in accordance,,wth A.S.T.M, A416 and shall be anchored at 28.9kips. 2, All anchorage hardware shall rneel test criteria established by the "PTI Guide Specifications for Post Tensioning Materials," 3. All concrete shall have aminimurn compressive strength of 215,M P s.i at 28 days. Strands shall not be stressed to final requirealforced' unfil concrete strength is a minimum o2000 4 All conventional reinforcing shall be intermedrate grade and sPiall conform to A.S. �T ,M A615-40. CONSTRUCTION 1. All Mearns must extend 6" into undisturbed, soil or properly compacted fill Beam de ' p I h s may besloped on increased to amaxmm! ii-iof 24— without additional reinforcing to meei the undisturbed soil requirernenis 2.All fill must be compacted to 95% of s,!andard pfocto., dens;ty A S'fV,-D698 and conform to FHA sheel'79G, 3- Partial piecing of foundations is not parmi'tlted 11 pier design s required, it should be brought to the attention of SUNGOAST POSTENSION prior to start of construction. 4. All final grading shall w done using sand or a non -capillary material. 5. Site grading and drainage around the foundation shall he maintained at all times in such a manner that surface or ground water will not collect under or adjacent to the slab Contractor is responsible to advise homeowner of proper foundation mainteriance. Moisture content should be kept consistent and proper drainage away from slab is required. 6. Trenches for deep plumbing lines should not be located directly under beams T If plastic sieave is damaged and the strand is exposed for more than 6 in,, it ShOUld be repaired to prevent bonding of concrete to tendon -12" exposed at dead end is acceptable 8. Concrete must be well consolidated around all anchors to avoid bearing failures at stressing. 9. Admixtures should not contain any chernicals in quantity that may have harmful effecT on the prestressing steel or cement. Chlorides, sulphites and nitrates should not be used, 10. Stressing pockets should be grouted within 7 days of the finai stressing oepration to prevent corrosion of the anchor and wedge asser poly. DESIGN 1. The post tension of this foundation structure has been evaluated using acceptable engineering practice in accordance with the latest recommendations as set forth by the Post Tensioning Institute in their publication Design and Construction of Post Tensioned Slabs on Ground, First Edition, 1980. FO M STRA N A; 2. Designed beam sizes, beam spacing, strand quantities and strand spacings shown are rriinirnUrTll requirements needed to allow this structural system to adequately perform in conjunction -with design info, rnwoon listed m 'he above referenced publication. The intent is not to elinntnate soil movement. but to hrmt excessive foundation flexure so that differential movemew weal not cause unreasonable distress, INSTALLATION I All anchors shall beinstall ed a mmjmurn of 4" below required pievation of concrete at edge of slab and a nninimum of 6" away Irom all corners. 2 Anchors with pockettomersmust be ;sect ureiy fastened to form boards to prevent cement paste from entering into wedge canal (2-20 D nails are recommended). Fixed anchors should be attached with, 3/4" clearance from. fo��nrn board 3 Plastic sheathing must be stripped a rnaximuml of 6'' behind iive end anchor assernbly. 4 S'uancls st be tiet,, at all intersec$ions starting at fixed end anchors working toward live end to remove slack and elirninaile excessive displacement during pour, Use of cath ads are optional 5. All strands anid bars shall be supported on chairs not to exceed 4' =, 0" 0,C,E W GENERAL i, The contractor is ,required to coordinate the post tension foundation plan with the architectural drawings for offsets, drops, openings and inserted items. Contractor snall verify all dirrlensions and field conditions before construction, of slab. Cractis required to contact SU COAST POSTENSION within 48 hours of Pour to of t, insure prosier scheduling of stressing operations. 3 A minimurn of 3 days notice is required in ordering materials a wait, as detailing of plans, NOTE: This design is the exclusive property of SUNCOASTP OSTENSION All materials shown, on this drawing are to be supplied exclusively by St NCOAST POSTENS)ON, Any deviation from the design and specifi- cations or use of -n;aterials by others will void all responsibility of SLINCOAST POST ENSION BEAM SCHEDULE T E B Am WIDTH DEPTH I REMARKS I X Jl� I .01 SLAB C) STRAND V fi 6 W 51, B T R,,`�, N" & 0 N E DRAPED BEAM, STRAND-] N E FRAPED BEAM �TRAND ONLY + ii *4's -T- RA N SLAB s j �4411 ,rRAND--' 41--= r 1 4 W '(R )B R ANCHOR SLAB -ANCHORS TO BE WOOD P1 Ar, %7 n ir- qwr)wm APED RAND (B% INTERIOR DTL. END 10 -TIL, MATERIALS 1, Prestressing steel supplied by SUNCO AT POSTENSION shall be 1/2"oliarneter 270ksi seven wire strand, grease with plastic sheathing- Strand shall be in accordance,,wth A.S.T.M, A416 and shall be anchored at 28.9kips. 2, All anchorage hardware shall rneel test criteria established by the "PTI Guide Specifications for Post Tensioning Materials," 3. All concrete shall have aminimurn compressive strength of 215,M P s.i at 28 days. Strands shall not be stressed to final requirealforced' unfil concrete strength is a minimum o2000 4 All conventional reinforcing shall be intermedrate grade and sPiall conform to A.S. �T ,M A615-40. CONSTRUCTION 1. All Mearns must extend 6" into undisturbed, soil or properly compacted fill Beam de ' p I h s may besloped on increased to amaxmm! ii-iof 24— without additional reinforcing to meei the undisturbed soil requirernenis 2.All fill must be compacted to 95% of s,!andard pfocto., dens;ty A S'fV,-D698 and conform to FHA sheel'79G, 3- Partial piecing of foundations is not parmi'tlted 11 pier design s required, it should be brought to the attention of SUNGOAST POSTENSION prior to start of construction. 4. All final grading shall w done using sand or a non -capillary material. 5. Site grading and drainage around the foundation shall he maintained at all times in such a manner that surface or ground water will not collect under or adjacent to the slab Contractor is responsible to advise homeowner of proper foundation mainteriance. Moisture content should be kept consistent and proper drainage away from slab is required. 6. Trenches for deep plumbing lines should not be located directly under beams T If plastic sieave is damaged and the strand is exposed for more than 6 in,, it ShOUld be repaired to prevent bonding of concrete to tendon -12" exposed at dead end is acceptable 8. Concrete must be well consolidated around all anchors to avoid bearing failures at stressing. 9. Admixtures should not contain any chernicals in quantity that may have harmful effecT on the prestressing steel or cement. Chlorides, sulphites and nitrates should not be used, 10. Stressing pockets should be grouted within 7 days of the finai stressing oepration to prevent corrosion of the anchor and wedge asser poly. DESIGN 1. The post tension of this foundation structure has been evaluated using acceptable engineering practice in accordance with the latest recommendations as set forth by the Post Tensioning Institute in their publication Design and Construction of Post Tensioned Slabs on Ground, First Edition, 1980. FO M STRA N A; 2. Designed beam sizes, beam spacing, strand quantities and strand spacings shown are rriinirnUrTll requirements needed to allow this structural system to adequately perform in conjunction -with design info, rnwoon listed m 'he above referenced publication. The intent is not to elinntnate soil movement. but to hrmt excessive foundation flexure so that differential movemew weal not cause unreasonable distress, INSTALLATION I All anchors shall beinstall ed a mmjmurn of 4" below required pievation of concrete at edge of slab and a nninimum of 6" away Irom all corners. 2 Anchors with pockettomersmust be ;sect ureiy fastened to form boards to prevent cement paste from entering into wedge canal (2-20 D nails are recommended). Fixed anchors should be attached with, 3/4" clearance from. fo��nrn board 3 Plastic sheathing must be stripped a rnaximuml of 6'' behind iive end anchor assernbly. 4 S'uancls st be tiet,, at all intersec$ions starting at fixed end anchors working toward live end to remove slack and elirninaile excessive displacement during pour, Use of cath ads are optional 5. All strands anid bars shall be supported on chairs not to exceed 4' =, 0" 0,C,E W GENERAL i, The contractor is ,required to coordinate the post tension foundation plan with the architectural drawings for offsets, drops, openings and inserted items. Contractor snall verify all dirrlensions and field conditions before construction, of slab. Cractis required to contact SU COAST POSTENSION within 48 hours of Pour to of t, insure prosier scheduling of stressing operations. 3 A minimurn of 3 days notice is required in ordering materials a wait, as detailing of plans, NOTE: This design is the exclusive property of SUNCOASTP OSTENSION All materials shown, on this drawing are to be supplied exclusively by St NCOAST POSTENS)ON, Any deviation from the design and specifi- cations or use of -n;aterials by others will void all responsibility of SLINCOAST POST ENSION BEAM SCHEDULE T E B Am WIDTH DEPTH I REMARKS I X Jl� I M-1 �' ,art, aft I A 0 A L M-1