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HomeMy WebLinkAboutIN1996-046307-15-1996 08:20RM FROM Grapevine Comm.Dev. TO 93322039 P.01 CITY OF GRAPEVINE BUILDING PERMIT APPLICATION PLEASE PRINT PERMIT NUMBER 4�9 DATE OF ISSUANCE F0 JOB ADDRESS -ru LEGAL DESCRIPTION LOT l BLOCK SUBDIVISION 1fd&1V Nil OWNER CONTRACTOR ADDRESS ADDRESS MVVV I)LLLIIILII"2zltdef�ill-k�.i,2Q CITY, ST, ZIP- CITY, ST, ZIP Tx , V114-11d� PHONE NUMBER 1 7/1, q PHONE NUMBER I USE OF BUILDING OR STRUCTURE SO. FT OF BUILDING (OR SUITE) CONSTRUCTION VALUE FIRE SFAS bkLERED $ (CIRCLE ONE) /YES NO DESCRIPTION OF WORK TO BE DONE j0j-rLl;'- jcc;� - f---welE3avVr 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 ORDINANCES REGULATING BUILDING CODES. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. SIGNATURE OF CONTRACTOR PRINT NAME TO BE COMPLETED BY BUILDING INSPECTION DEPARTMENT CONSTRUCTION TYPE OCCUPANCY I ZONING APPROVAL TO ISSUE: PLUMBING -f ELECTRICAL MECHANICAL SETBACK I FRONT CoO LEFT 7 " I RIGHT Co8' REAR 1, ?,4:) BUILDING WIDTH it BUILDING DEPTH I c;) I PERMIT VALUATION PLAN REVIEW APPROVAL DATE WATER AVAILABILITY RATE SITE PLAN APPROVAL DATE SEWER AVAILABILITY RATE FIRE DEPT DATE BUILDING PERMIT FEE PUBLIC WORKS DEPT,-DATE PLANS REVIEW FEE 60 HEALTH DEPT DATE LOT DRAINAGE INSPECTION FEE APPROVED FOR PERMIT DATE TOTAL FEES LD SUBMITTED APPROVED TOTAL AMOUNT DUE itollf.61111111119 "!5 PERMIT # r %' "I I BLDG PERMMT # I DATE I JOB ADDRESS 9 6 A , °/ 14M F i" ,�r PL DESCRIPTION OF WORK: ye- / 'h ` f�� j - jV5 „(� f Jr ;W OAI OWNER �,/ /- S / ^�C CONTRACTOR •%r�if* �a f,C ADDRESS ADDRESS Hwy lz�- CITY, ST, ZIP CITY, ST, ZIP /� a I� ` ;" 57 x / PHONE NUMBER ( ) PHONE NUMBER� ( 1 7) *7(f TYPE OF OCCUPANCY I BLDG AREA (SQ. FT) I PERMIT FEES I AMOUNT DUE 1. R-3 1- 749 $25.00 (MINIMUM) SINGLE FAMILY, DUPLEX, 750 - 1,199 $37.50 TOWNHOUSE 1,200 - 1,500 $47.50 NEW CONSTRUCTION & ADDITIONS 1,501 - 1,750 $57.50 (PER UNIT) 1,751 - 2,000 $62.50 2,001 - 2,250 $67.50 2,251 - 3,000 $72.50 3,001 - 3,500 $77.50 3,501 - 4,000 $82.50 S 4,001 + $90.50 11. R - 1 750 - 20,000 $ 25.00 + .03 SQ. FT. APARTMENTS 20,001 - 50,000 $ 45.00 + .029 SQ. FT. 50,001 - 100,000 $ 95.00 + .028 SQ. FT. 100,001 - 200,000 $195.00 + .027 SQ. FT. $ 200,001 + $395.00 + .026 SQ. FT. III. A, E, I, & R-1 HOTELS, 1- 500 $ 25.00 DRINKING/DINING, 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. IV. B, H, M (EXCEPT ABOVE) 1- 500 $ 25.00 OFFICE, RETAIL, WHOLESALE, 501 - 5,000 $ 25.00 + .010 SQ. FT. GARAGES, FACTORIES, 5,001 - 100,000 $ 30.00 + .009 SQ. FT. WORKSHOPS, SERVICE 100,001 - 500,000 $ 230.00 + .007 SQ. FT. $ STATIONS, SHELL BUILDINGS 500,001 + $1,230.50 + .005 SQ. FT. V. ANY OCCUPANCY GROUP, VALUATION OF WORK ALTERATIONS, SHELL 60 - 500 $25.00 COMPLETIONS. 501 - 1,500 $30.00 1,501 - 3,000 $38.00 3,001 - 5,000 $48.00 5,001 - 50,000 X .00578 + $20.00 50,001 - 100,000 X .00462 + $78.00 VALUATION OF WORK $ 100,001 - 500,000 X .00347 + $193.00 $ 500,001 + X .00231 + $773.00 VI. MOBILE HOME SERVICE $25.00 TEMPORARY POLE SERVICE $25.00 1 SWIMMING POOLS $25.00 $ 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 COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING ELECTRICAL CODES. coel rSIGATURE OF ONTRACTOR PRINT NAME CITY OF GRAPE",11NE EMPORARY ELECTRIC RELEASE Temporary electricity has been requested for the purpose of construction, remodeling, addition or improvement to the following described property. building,. It is further understood that this temporary release is for a thirty (30) day maximum time period and the undersigned releases all claims that may occur through accidents or spoilage of any type resulting from said electric power being turned off at the end of the thirty (30) day maximum time period. Address of location of temporary electric release: E `. € STREET# STREET C 6 ►Lw tC CONTRACTOR INFORMATION NAME OF APPLICANT S- ADDRESS OF APPLICANT CITY, STATE, ZIP i`. c.�2. r`rl P, S 10 TELEPHONE NUMBER INSPECTIONS FOR TEMPORARY POWER MUST BE REQUESTED AT 817/481-0366 SIGNATURE (LDtG OFFICIAL SIGNATURE REV. 1 /24/95 oAform\e-temp PRINTED NAME DATE CITY OF GRAPEVINE 'FLUMBING PERMIT APPLICATION PERMIT # )BLDG PERMIT # DATE J013 AD DR E S S DESCRIPTION OF WORK *6 spy PROPERTY OWNER CONTRACTOR o"0000""i� v '000000l�,� ADDRESS ADDRESS CITY,ST,ZIP CI. TY,ST,ZIP PHONE NUMBER PHONE NUMBER,( PERMITISSUING FEE ............................................................................................................................ $ 20.00 c�o. 6 0 SUPPLEMENTAL PERMIT FEE ................................................................................................................ $ 10.00 SINGLE FAMILY RESIDENCE ONEBATH......................................................................................................... TWOBATH ...................................................................................................... - THREE OR MORE BATHS .................................................................................... PLUMBING FIXTURE OR TRAP ...................................... .............................. SEWERSERVICE ......................................................................... I ..................................... INDUSTRIAL WASTE PRETREATMENT INTERCEPTOR, EXCEPTING GREASE INTERCEPTORS FUNCTIONING AS FIXTURE TRAPS ......................................... ......................$ 54.00 ...................... $ 82.00 1 ..................... $110.00 3-!Y X $ 7.00 0?3oa-00 j X $ 15.00 15-60 X $ 7.00 INSTALLATION, ALTERATION OR REPAIR OF WATER PIPING .............................................. X $ 7.00 FIXTURE REPAIR OR ALTERATION OF DRAINAGE AND VENT PIPING ................................... X $ 7.00 LAWN SPRINKLER SYSTEM ON ANY ONE METER INCLUDING BACKFLOW PROTECTIONDEVICES ................................................................................................. X $ 7.00 ONE TO FIVE ATMOSPHERIC -TYPE VACUUM BREAKERS .................................................... X $ 5.00 EACH ADDITIONAL ATMOSPHERIC -TYPE VACUUM BREAKERS ........................................... X $ 1.00 BACKFLOW PROTECTION DEVICE OTHER THAN ATMOSPHERIC —TYPE VACUUM BREAKERS, 2 INCHES AND SMALLER ............................................................ X $ 7.00 BACKFLOW PROTECTION DEVICE OTHER THAN ATMOSPHERIC —TYPE VACUUM BREAKERS, OVER 2 INCHES .......................................................................... X $ 15.00 GAS PIPING SYSTEMS ONE TO FIVE OUTLETS ................................................................... X $ 5.00 GAS PIPING SYSTEM EACH ADDITIONAL OUTLET ............................................................. X $ 1.00 C5 .60 WATERHEATER ............................................................................................................... X $ 7.00 7- Ot) TOTAL FEES $ 3QQ*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 COMPLIANCE WITH THE CITY OF GRAPEVINE ORDINANCES REGULATING PLUMBING CODES. S16NATURE OF CONTRACTOR OR AUTHORIZED AGENT PRINTED NAME (OR HOMEOWNER FOR HOMEOWNERS PERMITS) 0:\F0RM\PLUMBlNG.PMT CITY OF GRAPEVINE •Ilk• • 1 • A Temporary gas has been requested for the purpose of construction, remodeling, addition or improvement to the following described property. It is understood that this release in no way authorizes occupy of the building, It is further understood that this temporary release is for a thirty (30) day maximum time period and the undersigned releases all claims that may occur through accidents or spoilage of any type resulting from said gas power being turned off at the end of the thirty (30) day maximum time period. Address of location of temporary gas release: ll ;-7) STREET# _,� CSC) STREET CONTRACTOR INFORMATION NAME OF APPLICANT ADDRESS OF APPLICANT CITY, STATE, ZIP TELEPHONE NUMBER r Vic® G I --, i INSPECTIONS FOR TEMPORARY GAS MUST BE REQUESTED AT 817/481-0366 rvVV-z' 4 SIGNATURE PRINTED NAME DATE .� �% R-7 BU LDING OFFICIAL DATE R1 /24/95 o:Vo a-temr C; CITY OF GRAPEVINE L,7,4 VIA" MECHANICAL PERMIT APPLICATION ­PtLEASE IPRIIN"_- /Cc? PERMIT # e�1� BLDG PERMIT#M1mu DATE JOB ADDRESS r4 0,Q DESCRIPTION OF WORK 11-e -?4- llrvi 7- PROPERTY OWNER CON T RA CT 0 R /4 4 ADDRESS ADDRESS ".,OX 17 /?_37 51;-ivl CITY,SLZIP CITY,SLZIP PHONE NUMBER PHONE NUMBER( i?l 7) 2 -7' ,79 2 PERMITISSUING FEE ............................................................................................................................... $ 15.00 0 SUPPLEMENTALPERMIT FEE ................................................................................................................... $ 4.50 HEAT APPLIANCES INCLUDING DUCT/VENTS QUANTITY CAPACITY TO AND INCLUDING 100,000 BTUH .................................................................... x s 9.00 OVER 100,000 BTUH AND INCLUDING 400,000 BTUH ............................................................ x $ 11.00 HEATING APPLIANCES NON-DUCTED/INCLUDING VENT ROOM, WALL, FLOOR FURNACE, SUSPENDED ....................................................................... x $ 9.00 3 SYSTEM INSTALLATION OR RELOCATION OF EACH BOILER, COMPRESSOR, OR EACH ABSORPTION UP TO AND INCLUDING 3 HORSEPOWER OR EACH ABSORPTION SYSTEM TO AND INCLUDING 100,000 BTUH............................................................................................ x $ 9.00 OVER 3 HORSEPOWER AND INCLUDING 15 HORSEPOWER, OR EACH ABSORPTION SYSTEM OVER 100,000 BTUH AND INCLUDING 500,000 BTUH .............................................. 3 X $ 16.50 OVER 15 HORSEPOWER AND INCLUDING 30 HORSEPOWER, OR EACH ABSORPTION SYSTEM OVER 500,000 BTUH AND INCLUDING 1,000,000 BTUH ........................................... X $ 22.50 OVER 30 HORSEPOWER AND INCLUDING 50 HORSEPOWER OR EACH ABSORPTION SYSTEM OVER 1,000,000 BTUH AND INCLUDING 1,750,000 BTUH ........................................ X $ 33.50 OVER 50 HORSEPOWER OR EACH ABSORPTION SYSTEM OVER 1,750,000 BTUH ................... X $ 56.00 COMMERCIAL HOOD EXHAUST KITCHEN GREASE HOOD TYPE I ............................................................................................ X S 6.50 GENERAL, KITCHEN HOOD, COLLECTION OF STEAM, VAPOR, SMOKE, HEATOR ODORS ................................................................................................................. X 6.50 MISCELLANEOUS EVAPORATIVE COOLER OTHER THAN PORTABLE TYPE .......................................................... X 6.50 INSTALLATION OR RELOCATION OF EACH COMMERCIAL OR INDUSTRIAL -TYPE INCINERATOR..................................... I ................................................................................ X $ 45.00 INSTALLATION OR RELOCATION OF EACH DOMESTIC -TYPE INCINERATOR ............................. x 4 11.00 TOTAL FEES $ (6�2\ 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 ilk REGULATING MECHANICAL CODES. C& SIGF cdNTRACTrOOR AUTHORIZED AGENT PRINTED NAME E (OR HOMEOWNER FORHOMEOWNERS PERMITS) P 0 BOX 95104, GRAPEVINE, TEXAS 76099 (817)481-0360 0:\FORM\MECHANICAL.PMT March 28, 1997 Mr. Scott Williams Building Official City of Grapevine 200 South Main Grapevine, TX 76099 Re: Completion of Landscape Dear Mr. Williams: AMONAVENEENk BUILDING SYSTEMS, INC. L C. r 900 Port America Place, K.F.S., Inc. Pursuant to our conversation yesterday, March 27", 1 am drafting this letter to confirm our anticipated date of completion of the Landscaping phase of this project. As you are probably aware of, Lone Star Gas Company had to move a high pressure gas line on the East side of this project, which was out of their easement and interfering with the new parking lot. Lone Star did not complete this work until March 201h, which delayed completion of final earthwork, paving, and landscape. The final pavement pour is being completed today. Landscape work is scheduled to commence today, and be completed by April 11th Per our agreement, we will complete one toilet in the front rest rooms, to comply with ADA standards, with the completion of all the rest rooms upon delivery of the toilet partitions which is anticipated to be April 2. Thank you for your cooperation in this matter. Sincerely yours, Ken Conway Project Manager For Pyramid Building Systems, Inc. e 1 James Keller President KFS, Inc. Pyramid Building Systems, Inc. 9 409 West Vickery Boulevard • Fort Worth, Texas 76104 9 (817) 335-1800 9 FAX: (817) 332-2039 March 28, 1997 Mr. Scott Williams Building Official City of Grapevine 200 South Main Grapevine, TX 76099 PYRAMID BUILDING SYSTEMS, INC. Re: Completion of Landscape for 900 Port America Place, K.F.S., Inc. Dear Mr. Williams: Pursuant to our conversation yesterday, March 27'', 1 am drafting this letter to confirm our anticipated date of completion of the Landscaping phase of this project. As you are probably aware of, Lone Star Gas Company had to move a high pressure gas line on the East side of this project, which was out of their easement and interfering with the new parking lot. Lone Star did not complete this work until March 201h, which delayed completion of final earthwork, paving, and landscape. The final pavement pour is being completed today. Landscape work is scheduled to commence today, and be completed by April 11`h. Per our agreement, we will complete one toilet in the front rest rooms, to comply with ADA standards, with the completion of all the rest rooms upon delivery of the toilet partitions which is anticipated to be April 2. Thank you for your cooperation in this matter. Sincerely yours, Ken Conway Project Manager For Pyramid Building Systems, Inc i James Keller President KFS, Inc. Pyramid Building Systems, Inc. 0 409 West Vickery Boulevard 9 Fort Worth, Texas 76104 9 (817) 335-1800 • FAX: (817) 332-2039 CITTOF GRAPEVINE- BUILDING INSPECTIONS P.O. BOX 95104 GRAPEVINE TX 76051 PHONE: (817)481-0363 FAX: (817) 424-0545 PLAN REVIEW COMMENTS NAME OF PROJECT: ADDRESS:kr PLAN REVIEWER: NUMBER OF STORIES: TOTAL SQUARE FEET: ZONING DISTRICT: OCCUPANCY: CONSTRUCTION TYPE: OCCUPANT LOAD: EXITS REQ'D: FIRE SPRINKLERED: COMMENTS: ix i APPLICATION RECEIVED: 1ST COMMENTS: REVISIONS RECEIVED: REVISIONS REVIEWED: PERMIT ISSUED: PROJECT NAME: PLAN REVIEW COMMENTS PAGE 2 Jt t , ,,,� �_d� �'' r. 1.. :._. „_ ,... � .�._._., j .:-mod d r � { _�'} !: - '!' • - � :- �,. � ».—.-... j ( x, I E + , r 7 f S c i l 15 Z,'-' WX "lI U5 1 AU 1 115 � ig!� % " G « FAUP H—A no ;m r� ZI LEA, oq MT "AL", RAI, III p �-,4 t 50� N(')R'TH AIRFIELD DRIVF FOHM SURVFY OF LOT lz BLOCK I A JIMA E—­<,"�P KC IEL L NEE or Z r-DOrD Re - T 10% IN' A-hj AvQmaN TO TrIF CITY OF- f-lRf-j-')-EA4Aljr7 - r,4p F",F- -rr--F�4r• ACCOREANG TO THE P'�-AT RF-CORDEJ) kH CAR 9�'SUDE- 2850 F�Al H.!:CQT?DS, -RARRANT C01,1N37Y, FE-,-MS Wat -1t on tf C07T-, mem 'M'� P, xmiffil, L �- vrwrrlflpl 01 'MR ,z 0,�Njaed.. c"a mqr j crawl m. 4-4 �q — ki=0 WitmwvaeAM �,w on'- / i I P F-71 RR-13. M- !1L tau, lexrcm 7GGt?, -7 PORTAMERICA PLACE S 88* 30' 50 00 E 264.81' . . . ................. . 10' UTILITY EASEMENT — — 's, — — — — — — — — :S� F- 30' BUILDING LINE 0 0 0 rvo) Lio 120.61 100 0 �9O 4 60d NAILS 10' OFFSET (TYP) II I �D 00 et zi It W .72 zi W W (f) > I I W to V) (0 W T- - CV O PROPOSED z C14 0 TI LT W I I z I b WALL �0 10 BUILDING o� � i I � I 1 I i I� i 121.30 100, 58.36 0 25'X25' 0) (o ENSEARCH Oq EASEMENT 0) (0 —C 10' UTILITY EASEMENT~ — N 88* 30' 06" W — 279.83' 1"=50' 0 10 20 30 40 50 100 I rn NORTH AIRFIELD DRIVE r4rivo W'M& 6,, la FORM SURVEY OF LOT 1 BLOCK 1 JAMES KELLER ADDITION AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXA'---, ACCORDING TO THE PLAT RECORDED IN CAB. A, SLIDE 2850 PLAT RECORDS, TARRANT COUNTY, TEXAS 1, John D. Zimmerman, a Registered Professional Land Surveyor, do hereby certify that the foregoing plot was compiled from a survey made on the ground under my supervision and is correct and that there are no visible protrusions, easements, conflicts, overlaps or encroachments except shown, and that I have been advised. Registered rofe sion 4FIVI AWM03WAN Registratior$ Nu ber 24r)O n D. Zimmerman, P.E., R.P.S. 8 Main Street lin tan, Texas 76013 17461 _ 0188 817 795-7880 fax PORT MERICA PLACE S 88* 30'. 50*0 E ^y 264.81' . . . ............... 10' UTILITY EASEMENT F 30' BUILDING LINE 00 0 nil 120.61 100, 59.04 60d NAILS 10' OFFSET (SEA 70- I II 00 It zi It W F- Zi W W M-1 I W to to n n (0 W 04 V) 0) ZD PROPOSED Z IN 0 TILT W z b WALL 10 BUILDING 121.30 100, 58.36 0 25'X25' 0) ENSEARCH 00 EASEMENT L '0 - EASEMENT— —C 10' UTILITYEAS —T- N 88- 30' Oro" W 279.83' A=&: 1 50' 0 10 20 30 100 NORTH AIRFIELD DRIVE r" fn r&=& C'm FORM SURVEY OF LOT 1 BLOCK 1 JAM ES KELLER ADDITION AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS ACCORDING TO THE PLAT RECORDED IN CAB. A, SLIDE 2850 PLAT RECORDS, TARRANT COUNTY, TEXAS 1, John D. Zimmerman, a Registered Professional Land Surveyor, do hereby certify that the foregoing plot was compiled from a survey made on the ground under my supervision and is correct and that there are no visible protrusions, easements, conflicts, overlaps or encroachments excep shown, and that I have been advised. 'Registration. Registered rofe ston �qw,W 113AN Nu ber 24(,'0 In D.Zimmerman, P.E., R.P.S. Main ai n Street in t Texas 76013 171 7 461-0188 81l on, 795-7880 fax PORTAMERICA PLACE S 88' 30'. 5 E 264.81' . .................... 10, 7T I L —ITY EASEMENT F--- 30' BUILDING LINE . 0- 120.61 0 — 1-1 N_ 100, 59.04 J I 60d NAILS 10' OFFSET (TyPI II :0 ZD 00 Z W Ld W n :2 1 F* W to to V) to to w 10 D b o PROPOSED Z V) CA 0 TILT W z I WALL 100 BUILDING I II I 121.30 100, 58.36 25'X25' (o ENSEARCH 0) O� EASEMENT (0 10UTIkLTY EASEMENT .L . L_ N 88' 30' 06" W — 279.83' ,&ca&: 1 50' 0 10 20 30 4050 50 70 100 M rn NORTH AIRFIELD DRIVE 74aoh� FORM SURVEY OF LOT 1 BLOCK 1 JAM ES KELLER ADDITION AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS ACCORDING TO THE PLAT RECORDED IN CAB. A, SLIDE 2850 PLAT RECORDS, TARRANT COUNTY, TEXAS 1, John D. Zimmerman, a Registered Professional Land Surveyor, do hereby certify that the foregoing plat was compiled from a survey made on the ground under my supervision and is correct and that there are no visible protrusions, easements, conflicts, overlaps or encroachments eXC!"_ shown, and that I have been advised. Registered Profe sion alqM c94rv,�f3WAN Registration' Nu ber 'j 4, D.Zimmerman, P.E., R.P.S. Ma in n Street lin ton, Texas 76013 7 1461-0188 1 8171795-7880 fax I PORTAMERICA PLACE S 88' 30, 50" E N 264.81' I 10' UTILITY EASEMENT _ "— 30' BUILDING LINE M s ~ ' o ° 120.61 ° °® 100, 59.04 60d NAILS I { 10' OFFSET zo 00 It I � { II II I I I wp'C� I = z I ( Ctil O? I III LO to 2 I I �I W � Q Ii ={ ' UI pry ci DI 6I o ( PROPOSED ZI I N TILT Uj i Z I WALL 0 I BUILDING I II I I I ; I I I I I . I II I 121.30 100, 58.36 ° ° I 25'X25' I { I rn ENSEARCH I EASEMENT L______ ______ f l� 10' UTII TY EASEMENT — N 88' 30, 06" W — 279.83' 1" =50' 0 10 20 30 40 BO 75 100 NORTH AIRFIELD DRIVE , 6,-a& (*V FORM SURVEY OF LOT 1 , BLOCK 1 JAMES KELLER ADDITION AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS ACCORDING TO THE PLAT RECORDED IN CAB. A, SLIDE 2850 PLAT RECORDS, TARRANT COUNTY, TEXAS 1, John D. Zimmerman, a Registered Professional Land Surveyor, do hereby certify that the foregoing plat was compiled from a survey made on the ground under my supervision and is correct and that there are no visible protrusions, easements, conflicts, overlaps or encroachments except . shown, and that I have been advised. Registered Orofe sion }@P fq Ag i 'qVi' [~J RegistratioNu ber 9E3 pvd n D. Zimmerman, P.E., R.P.S. 8 Main Street Iin ton, Texas 76013 17 461-0188 817 795-7880 fax PORTA MERICA PLACE S 88* 30'� 5'E ti 264.81' 10, . . . ................. — !EMLIT�L EASEMENT F (a 30' BUILDING LINE 06 0 120.61 0 -- 100, 59.04 60d NAILS 10' OFFSET- (TYP) 2"A' �D 00 0i It zi It W :E Zi 't _W1 W l") M1 I't W W I z (D W (j � j V) 0) PROPOSED Z 0 TI LT W WALL 10 BUILDING 121.30 ► 100, 58.36 to 25'X25' (o ENSEARCH (6 00 EASEMENT 'D F 10' GTIk'LTY EASEMENT— —C T- N 8 8- 3 0' 06 7 , 2 7 9.8 3' 50' 0 10 20 30 W 50 75 100 NORTH AIRFIELD DRIVE, , p"t ... FORM SURVEY OF LOT 1 BLOCK 1 JAM ES KELLER ADDITION AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS ACCORDING TO THE PLAT RECORDED IN CAB. A, SLIDE 2850 PLAT RECORDS, TARRANT COUNTY, TEXAS 1, John D. Zimmerman, a Registered Professional Land Surveyor, do hereby certify that the foregoing plot was compiled from a survey made on the ground under my supervision and is correct and that there are no visible protrusions, easements, conflicts, overlaps or encroachments except shown, and that I have been advised. Y Registered P ofe sion Pp! AFl111N Registratio6 Nu ber n D. Zimmerman, P.E., R.P.S. 8 Main Street in n, Texas t T 76013 'a _0 17 46 8 8171 795-7880 fax c 0 S OD 00 OD 0 OD 11 ID OD ta � ���' �� �`TM (�22 -,El% BUTLER MANUFACTURING COMPANY GENERAL OFFICES - KANSAS CITY , MISSOURI DELTA JOIST ORDER ENGINEERING TEAM PROJECT NAME: KFS, INC. (AIR FREIGHT SERVICES) PROJECT LOCATION: GRAPEVINE, TX BUILDER NAME: PYRAMID BUILDING SYSTEM INC. ORDER NUMBER: 083688 UNIT:1 OF STEF� S 6. Mg CATEC AISC Certified for Design and Fabrication BUILDING DESCRIPTION: 100'-1 X 351'-0 1 /4" X 24' (1 /4: 12) (HYBRID) APPLIED LOADS: UBC 94 - LL 12/20 - WL 70MPH/B CL (1 FRAME)(3 GENERAL)(5 SPRINKLER) THIS PROJECT COORDINATED BY: DIANE WORTH (816) 968-4633 THIS PROJECT DESIGNED BY. BILLY. HULSE (816) 968-4638 / Tj �3 NOTE: V�// IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONO TO THE MATERIALS SUPPLIED BY BUTLER MFG. CO. AND IS NOT INTENDED AS THE SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT. € REVISION NO. i REVISION N0. 2 _ 6 =+eQ Ta ! BUILDER: DATE: ' DATE: i < [qJ' ��� ' a d %�dTj� �+ PYRAMID BUILDING u��J�g A./ Joist IS SYSTEM INC. W ° DRAWN BY: DRAWN BY: BUTLER MANUFACTURING U ��JJ Z COMPANY �'earzaap aRDERERewEERNs1EAr FORT WORTH, TX w CHECKED BY: CHECKED BY: _ - asc Cart iea for - - GENERAL OFFICES—KANSAS CITY, MISSOURI ID�ign and Fabrication = DWG. NO. 00 OA OB OC OD OE 01 01A 02 02A 02B 02C 02D 03 REV. 00 00 00 00 00 00 00 00 00 00 00 00 00 00 03A 00 03B 00 04 I 00 04A I 00 DRAWING DESCRIPTION COVER SHEET DRAWING INDEX GENERAL ERECTION NOTES DELTA JOIST ASSEMBLY & ERECTION--`- v)o4- ,,ncIuAf&l DELTA JOIST ERECTION PROCEDUR DELTA JOIST SYSTEM REACTIONS ANCHOR BOLT PLAN ANCHOR BOLT SETTING DETAILS E.NDWALL ELEVATION AT GRID 1 LNDWALL ELEVATION AT GRID 8 SIDEWALL ELEVATION AT GRID A SIDEWALL ELEVATION AT GRID C E:W & SW WALL EMBEDED DETAILS CROSS SECTION FRAMING AT GRIDS 2, 3, 6 & 7 EW CROSS SECTION FRAMING AT GRID 7.9 CROSS SECTION FRAMING AT GRIDS 4 & 5 FRAME ELEVATION DETAILS ROOF FRAMING PLAN ROOF FRAMING PLAN DETAILS NOTES: THESE DRAWINGS ALONG WITH STANDARD PLAN-0—GRAPHS SHIPPED WITH THE BUILDING ARE NEEDED FOR BUILDING ERECTION. J_ PROJECT: ' BUILDING ORDER DESCRIPTION: I eRAWING TITLE: KFS, INC. 100' x 351' x 24' (1/4:12) = DRAWING INDEX (AIR FREIGHT SERVICES) UBC 94-LL 12/20-WL 70MPH/B GRAPEVINE, TX CL (1FRAME)(3GENERAL)(5SPRINKLER) `1 DRAWN BY:ATMCCRAY ENGR APPR: CHECK BY: DATE:B/T4/96 DRAWING NUMBER: REV. D 96-083688—OA 00 r 3p FOR �� PAL SIDEWALL SHEAR CONNECTION � 0 0 / 0 0 0 ROOF BEAM CONNECTION IF REQUIRE'. C❑NNECTI❑N REACTI❑N NOTES : 1. The reactions given for SW1, and EW2 are joist reactions to the wall based on the applied loads of the main force system. 2. The reactions given for SW2, EW1 and EW3 are the lateral wall connection forces based on 'PARTS AND P❑RTIONS' coefficients. ® WALL CHORD NOT FRAME REQUIRED. TO BE RESISTED BY J❑IST ONLY. -SHEAR CLIP LOCATION SWI� -ASSEMBLED JOISTS r-ROOF BEAM SWl = •8 kips SW2 = .9 lops SIDEWALL SHEAR C❑NNECTI❑N REACTIONS LEDGER RESISTED BY : \___ F ® LEDGER ANGLE ® FRAME EWI =� DL + LL = 3 lops EW2 = 1.05 kips DL + WL = -2 kips EW3 = .9 kips ENDWALL J❑IST C❑NNECTI❑N REACTI❑NS OVERVIEW 12 _ - 1/4 1 a REL- GENERAL NOTES V31 1. The lateral stability of this building is dependent on properly designed shearwalls - resisting the minimum reactions shown. The walls must be designed k)y an engineer who understands the functions of diaphragm - NOTES: roofs and shearwalls. ° 2. FOR ACTUAL WELD PLATE 1. Reactions are stated in 'KIPS'. < 1 kip = 1000 pounds ) w L❑CATIONS REFER TO ERECTION 2. All reactions are positive upwards. Reverse for negative ib = DRAWING -02, -02B & -02C Vl �V2 reaction OD ? 3. For specific questions contgct 3. The reactions shown must act on the frame in the direction i; PROJECT ENGINEER: BILLY HULSE Hi H2 shown to maintain stability. The reaction on the anchor ODD PHONE NUMBER: (816) 968-46.;8 bolts or foundation will be in the opposite direction to = i that shown by the diagram. 4. Foundation must be SQUARE, LEVEL AND SMOOTH. Give top of foundation a trowel finish. (GRID LOAD C❑MBINATI❑N Hl V1 H2 V2 V3 - 5. Anchor bolts, nuts and washers are NOT BY BUTLER I ALL DL+CL+LL 2 25 -2 75 25 MANUFACTURING COMPANY. APPLIED --LOADS � = 6. Anchor bolts must be set with a template. _ N ALL DL+WL 7 5 7 12 5 DEAD : 4.5 COLLATERAL : 5 7. Anchor bolts must be set in accordance with section 7.5 m - of the AISC code of standard practice. LIVE : 12/20 WIND : 70MPH/B ALL D 1 6 -1 20 6 and vertical N - 8 at theframes base ofhave theboth column. Insomehorizontal cases the horizontalreaction reaction acting is greater than the vertical reaction. CODE : UBC 94 SEISMIC ZONE : 0 - Failure to make adequate provision for the horizontal reaction may result in foundation failure. OTHER N/A uUa REVISION NO. t REVISION NO. o ��� ':Qasaa BUILDER: — :PROJECT' KFS, INC. $Ul00NX351EX24 cRCl C B . TMCCRAY y�� DATE: A 5 USE DESCRIPTION: ; DRAWING TITLE: DRAWN Y:A IIIL NGR PPR: B. ia F DATE: DATE- �� HECK BY ! OB/21/8 IIiII�� /4:12) REACTION NOTES i. DRAVN BY- - t IyJ§ Delta Jost PYRAMID BLD�G SYs., INC. '(AIR FREIGHT SERVICES) UBC 94 - LL 12/20 .i DRAWING NUMBER: — REV. DRAVN er. BUTLER MANUFACTURING U it IN z COMPANY °+sc�° DRDERDNGMXRIRDTEAM FORT WORTH, TX GRAPEVINE, TX WL 70MPH/B - CL 5 W-CHECKED DY= CHECKED➢ BY. `---- i AISC Cer �F�etl for - ? _ _ _ GENERAL OFFICES-KANSAS CITY, MISSOURI IDe:ig, a,d Fobricotwo { ®95-083688-OE 00 ;' 7(Jp Q Q Q ' Q Q 351•-0 1/4 JEW 7 1 /4" 50'-0 1 /4" 50-0" 50-0"_ 50'-0" 50'-0" 50'-0" 50'-0" + 1 •-0" WALL -I.:; WALL FRAME 1 i FRAME FRAME 1 i FRAME 1: FRAME ! f FRAME EW FRAME OFOW �> �+► IFOW �0 n30 U 0 �A411 I o p I .J tn_j I I I I I I AB05 II -� IN0 I I I ( I I II V to N V •� 0 r I I i I I I II w M I Z 0] -•1+iH i - Ii.Ji o I A603 I A603 I A6I tE�]IIABO103 O N ( I I I I I II a N ry \ I I I I I I II 3 $ ( I I I I I AB05 CN I 1 I I 1 I II 0 1 - A604 A604 AB04 A604 AB04 AB04 AB02 N 30 n O W ao M r0 O W 0 REVISION N0. 1 REVISION N0. � -�-- -- — 1sE� rrsoD= OF BUILDER: ! PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRAWN BY: ATMCCRAY jI ENGR APPR: _ O DATE: WTE: I r _ Qi(Ri - Q I I= CHECK BY: �� DATE:8/14/96 �j PYRAMID BUILDING KFS, INC. 100' X 351' x za' (1/a:1z) ANCHOR BOLT PLAN °RhWN �` DR4WN �" BUTLER MANUFACTURINGg Ito Joist SYSTEM INC. (AIR FREIGHT SERVICES) UBC 94-LL 12/20—WL 70MPH/B DRAWING NUMBER: REV. rc COMPANY 'eaads` orsDEx EHa+E>:aHc rDw FORT WORTH, TX = GRAPEVINE, TX CL (i FRAME)(3GENERAL)(5SPRINKLER) - w CHECKED BY: CHECKED BY; r aSC Certi ied (or - i GENERAL OFFICES—KANSAS CITY, MISSOURIDesign and Fobricdi- = _ 96-083688-01 00 ENDWALL EDGE OF FOUNDATION FLOOR LINE a ° ... ii........i ........... ii......... ii— ........... .. ii..... ...ii. . MINIMUM POCKET 2" 10" 1MINIMUM POCKET. 2". 10" ? PERIMETER I I i PERIMETER 2,. 13»' 3" I 2„_ I ', 2" . 3" 3" - 2" � III 1 r-------------� i M I 1 i I — — — —I — —�►+- O I z I I I Of L-------1------J O I >T FRAME ; � z USE (4) 3/' S I fENDWALL ANCHOOR BOLT1>_0" PROJECTED 3-1/4" - 1 f CORNER COL. SECTION A411 TYP. SECTION AT EDGE OF FOUNDATION "`" E' E: ""*'"'R'` No. -I UN -NOTCHED BASE DETAIL AB01 10" 2" 3" , 3" 2" cp, I C--- ` — •-7 z H007 mD I L_ FRAME USE 4 3/4- ANCHOR BOLTS PROJECTED 2" REV. DATE:W/+e/"IREV. No.0011 DETAIL AB04 AryI SIDEWALL COLUMN mg FINISH a a -PROJECTION FLOOR LINE LEVELER LEVELING �'a ` PLATE m \1 i OR NUTS o a_ I H "a3 \ - N Z .. } - o - GROUT - W' _ Y F I UO CL a o v ANCHOR - `J i BOLTS N W O . M. DATE:04/23/981REV. N0.00 SECTION H011 REVISION NO. 1 U � DATE: a- atnwN er: Q w !CHECKED BY; ANCHOR BOLT BELOW FINISHED FLOOR ',• REVISION NO, 2 DATE: DRAWN BY: CHECKED BY: m INTERIOR EW COLUMN f 23 2. 1 2" ' 2T1/2" I L _j _ — — N u� I-_ul 0H007 FRAME 3/4" DIA. ANCHOR BOLTS 1 5"SIDEWALL PROJECTED 2" II (V \ H007 li I r--------------1 I ! co ! I � I I =__----= I � -- • H01 1 N GV 3/4" DIA. ANCHOR BOLTS PROJECTED 2" DETAIL A602 I I 1 p L-------------o I: I FRAME w cO z ENDWALL USE (4) 3/4" 1'-0" ANCHaORR BOLTS (: CORNER COI. PROJECTED 3-1/4" ji REV. DA1E:W/1o/W1REY. N0. 01 SW CORNER COLUMN DETAIL AB03 INTERIOR COLUMN i. •i FOUNDATION DESIGN NOTES; 1 ANCHOR BOLT LENGTHS AND FOOTINGS ARE TO BE DESIGNED -PROJECTION BY A REGISTERED PROFESSIONAL ENGINEERR EXPERIENCED IN STRUCTURAL DESIGN OF FOUNDATIONS. - - FLOOR LINE 2 THE FOUNDATION DESIGN SHALL BE BASED ON BMC REACTION iv DRAWING. 3 FOR ANY CLARIFICATIONS CONTACT THE BUTLER ENGINEER LISTED ON THE REACTION DRAWING. ANCHOR BQj INSTALLATION NOTEj' 4 THE FOUNDATION PIER ON WHICH THE COLUMN WILL BEAR MUST BE SQUARE AND LEVEL WITH A TROWELED FINISH. 5 ANCHOR BOLTS MUST BE ASTM A-307 OR EQUAL. 6 ANCHOR BOLTS, NUTS AND WASHERS ARE TO BE FURNISHED BY CONTRACTOR. 7 THE INSTALLATION OF ANCHOR BOLTS ANQ OTHER EMBEDDED ITEMS SHALL BE IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE SECTION 7.5. ANCHOR BOLT GENERAL NOTE`.: DETAIL AB05 ENDWALL POST IRM are:02/+5/01M• No.901 ANCHOR BOLT NOTES DETAIL H010 DELTA JOIST G auT L'ffm' BUTLER MANUFACTURING COMPANY GENERAL OFFICES-KANSAS CITY, MISSOURI �Eff A@ w�tO%DIK,�T g `a - q��lln�4 Delta Joist 3. �GICC��% ORDER ENCINEEPoNO TENT . P15C rea for an _[ksign d Fabrication I I I I I I I I i I I ANCHOR I I I 1 BOLTS REV. Dkm OZ/+$/96 tRfl: No. 00 SECTION H007 ANCHOR BOLT SECTION BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: — DRAWING TITLE: PYRAMID BUILDING KFS, INC. 100' x 351' K 24' (1/4:12) 1 ANCHOR BOLT SYSTEM INC. (AIR FREIGHT SERVICES) UBC 94-LL 12/20-WL 70MPH/B SETTING DETAILS FORT WORTH, TX GRAPEVINE, TX CL (1FRAME)(3GENERAL)(5SPRINKLER) C DRAWN BY:ATMCCRAY 11 ENGR APPR: CHECK BY: �� DATE':8/14/96 DRAWING NUMBER � REV. D 96-083688-01A 00 DELTA JOIST SPACING 2'-C 1/8" 24 SPACES @ 4'-0 =96'-0 2' 1 1 f 8" TYP EMBE CAL NOTEW/ I DDESIG o END SEAT BEARING END SEAT BEARING ELEVATIONS o N ANCHORS ED BEWALL ENGR) 72 SEE DET. Ho26 1/4 1 �.//,/—(5) LEDGER ANGLES (LEN. 2W) � N ELEVATIONS { - ` EMBEDED PLATE ELEVATIONS INCREASE BY ONE INCH FOR EVERY FOUR FEET STARTING AT LOW SAVE co I zo J N loc.j (ELEVATIONS ARE TO OF PLATE ABOVE FINISHED FLOOR) a O 3 o It 3 b t1 0) O N I uO I O N N a a0 O C4 a O N O I- I- �— FINISH FLOOR LINE IFOW IFOW OFOWo 0I OFOW 7 1 /4" _ I 100'-1" 7 1 /4" WALL 101'-3 1/2" i_ III WALL c J FRONT ENDWALL ELEVATION AT GRID 1 (VIEWED FROM INSIDE OF BUILDING) Sn REVISION NO. 1 REVISION NO. 2 I - �y�asrep a I BUILDER: U DATE. PYRAMID BUILDING ���� Delta Jost SYSTEM INC. ,ii DRAwN 9Y: DRAWN BY: Uu �JI% - � BUTLER MANUFACTURING ✓ z COMPANY �eaaEaP oROER EHa+ECRwc TEiw FORT WORTH, TX w CHECKED BY: CHECKED 6Y: _ AISC ce t...d for - - GENERAL OFFICES-KANSAS CITY, MISSOURI jiDeslq" and Fabrication V ♦ _ i 9 PROJECT: BUILDING ORDER DESCRIPTION: I DRAWING TITLE: DRAWN BY:ATMCCRAY ENGR APPR:.* KFS, INC. 100' X 351' X 24' (1/4:12) ENDWALL ELEVATION AT CHECK BY: DATE:B/14/96 (AIR FREIGHT SERVICES) UBC 9 -LL 12/20-WL 7OMPH/B GRID 1 DRAWING NUMBER: --- REV. GRAPEVINE, TX CL (1FRAME)(3GENERAL)(5SPRINKLER) D 96-083688-02 00 PART SCHEDULE �[ ] PART NAME PART NUMBER PART LENGTH FIELDWOR� ! I ( 130 GIRT XXXXXX-XXX-X 0 x 3X 3X w x Lu 12 1/4r— F o� 30 C 30 3 ICI L 30 1 I C 30 0 3 I` I I 30 2 I C 30 3 I30 3 I 0 0 0 rl � 0 1 w I- N o f 30 3 I� GXXX C 30 I GXXX (�I C 30 I I GXXX C 30 3 I GXXX GXXX C1 a C14 a o J LJ 'I IFOW � POSTEw POST IFOW 0 OFOW OFOW � 25'-0 1/2" 25'-0" 25'-U' J25'-0 1/2" 1 50'-0 1 /T 50'-0 1 /T 7 1/4" - I 10C'-1" 7 1/4" WALL I- 101-3 1 /2" WALL U A.5 ob REAR ENDWALL ELEVATION AT GRID 8 (VIEWED FROM OUTSIDE OF BUILDING) REVISION N0. 1 REVISION N0. I - �Es seD of I BUILDER: a OA1E. DATE. Chi MER PYRAMID BUILDING ��jj �js Delto Joist BUTLER MANUFACTURING �`gU�wy6T f \ SYSTEM INC. COMPANY 'aarzod� ORDER ENDNEENMG 7DW = FORT WORTH, TX CHECKED DY: CHECKED BY: - asc 0 ...red for GENERAL OFFICES-KANSAS CITY. MISSOURI 'Design and Fobrico6on V V� O� i PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: - DRAWN BY:ATMCCRAY APPR: a KFS, INC. 100' X 351' X 24' (1/4:12) ENDWALL ELEVATION AT CHECK 8Y: [8/14/9ENGR DATE:6 (AIR FREIGHT SERVICES) UBC 94-LL 12/20-WL 70MPH/8 GRID 8 DRAWING NUMBER: — REV. GRAPEVINE, TX CL (1FRAME)(3GENERAL)(5SPRINKLER) 96-083688-02A 00 4'-6"� 5 SPACES �� SPACES S SPACES 5 SPAC S ® 5 SPACES ® 4'-C I4'-0'=20'-0" 5 SPACES ® 5 SPAC S ®� 5 SPAC S ®� 5 SPACES ®� 5 SPACES ®� 5 SPACES ®� S.SPACES 5 0 1 I I4'-0"=20'-0" I I4'-O"=20'-0" I I4'-0"=20'-eI I4'-CI I4I (4'-0"=20'-0") 5 ®� 5 SPAC S ®� 5 SPACES ® I4'-0"=20'-0" ( f I I4'-0"=20'-0" I I 3'-6 1/4" 20'-0" 4'-0"=20'-0" 4'-0"=20'-0" =20'-0" -0"=20'�0 4'-0"=20'-0" e v v v v v o v o v e e v a a o e v e e v a a a v v o a o v v a a v a v v v v o a v a o a v v a e a a v o v o a a a P v a a v o e a v a e a v v e v v a o a s v o e --pf- I ( I I I I 0 J (TYP.) H040 \o� 3 1 1 I I I I 8"H X' (MIN EMBEDDED PLATE TYP. oma w (NOT BY C) W N o IFOW 0 OFOW 50'-C 50'-0" 50'-0" f 50'-0' f 50'-0 - 50'-0" T 50'-0 1/4" 351 '-0 1 /4" I 7 1 /4" EW 351 '-7 1 /2" WALL 8 7.9 cb cb cb cb cb � RIGHT SIDEWALL ELEVATION AT GRID A (VIEWED FROM INSIDE OF BUILDING) rc REVISION N0. 1 REVISION NO. 2 e U �EaaeQDi Delta JoistI BUILDER: PYRAMID BUILDING ` r�j �Q DPnwH Br: DRAWN BY: BUTLER MANUFACTURINGI/yd f ` 7 SYSTEM INC. Z w cHECKED Br: CHECKED BY: COMPANY �eaEcr ORDER EacnreaKc iFAr FORT WORTH, TX GENERAL OFFICES—KANSAS CITY, MISSOURI ° esig and Fabrication a� IDesign an - �1 PROJECT: BUILDING ORDER DESCRIPTION: D KFS, INC. 100' X 351' X 24' (1/4:12) (AIR FREIGHT SERVICES) UBC 94-LL 12/20-WL 7OMPH/B GRAPEVINE, TX CL (1 FRAME)(3GENERAL)(SSPRINKLER) - J _,......, os............. ... ..... , ' 1/4" 4 0 SPACESI SAC1O"142o(4 4 -fi3'-6 SPACES 2o�00I4O0O0I ISPACES" -I (4'020_0I4020�0"II4O"=20_0I4O20-IO"=0- IO0-_IO0-IO-�IC=0-,I 2O) 42014 O 4 O I4O"=0-I4O"=2-i-O" I I4'20 " I I 0 0 0 o a o 0 0 o e o o O o 0 o a o a s o 0 o a o a a o 0 0 0 0 0 0 o e o 0 0 0 0 0 0 o a o 0 0 0 0 0 a o 0 0 0 0 o 0 0 0 o d o o a a o 0 0 0 o e o HO50 o a o 0 0 0 0 0 0 oX WM (T'P•) H040 �.o�INoo 3 I I I I I (TYP. 7 PLACES) 1 8"H X 8"V MIN I m w^ m^ I w D PLATE TYP EMBEDD�NOT BY BMC) w a a w g N p I N N CL H IFOW OFOW 0 50'-0 1/4" 50'-0" 50'-0" 50'-U' 50'-0" > _ 50'-Cr 1 I 50-0" 1'-T 7 1/4" I i T 351'-0 1/4" WALL 351'-7 1/2" �Ew 1 cb cb cb cb U � 7.9 8 LEFT HIGH SIDEWALL ELEVATION AT GRID C (VIEWED FROM INSIDE OF BUILDING) a N - M m O� O� m O REVISION NO. 1 a REVISION NO. 2 yEasea BUILDER: PROJECT: E)UILDING ORDER DESCRIPTION: ' dF OF 'DATE: a wTE. �{ L(�D7i LLG(R? d �P�, PYRAMID BUILDING I_ KFS, INC. I 100' X 351' X 24' (1/4:12) f Delta Joist SYSTEM INC. (AIR FREIGHT SERVICES) / quwN Br: DaAwH BY: BUTLER MANUFACTURING UUU 3 r� ueC 9a-LL 12/20-WL 70MPH 6 'CHECKED Br. COMPANY °�ah�° ORDER ENGINEERNGTEAM - FORT WORTH, TX GRAPEVINE, TX CL(1FRAME)(3GENERAL)(5SPRINKLER) CHECKED BY: : ScOeCert, red for GENERAL OFFICES-KANSAS CITY, MISSOURI 1'Be and fabrication r / WELD TYPICAL 1 /4 V4 '- ¢ OF JOIST z N LI N O— LEDGER ANGLE Q a� Z Z1w L� N ELEVATION FOR w a PART U) ww N �w �V) ww WELD TYPICAL 1/4 4 OF JOIST m 6 tJl o j EMBEDDED PLATE (8" X 8" MIN.) NOTE: EACH JOIST CONNECTION TO WALL MUST BE CAPABLE OF TRANSFERING LOADS INTO THE WALL AS SPECIFIED ON REACTION DRAWING. REV. DATE: 8/7/96 IND` ND•°°I LEDGER ANGLE DETAIL H026 TO WALL CONNECTION ( -IRFCTION Nnj_E: 1 PROVIDE RETURN WELD OF 1/2" F\ 1 AT EACH END OF SPLICE PLATE NEV. DATE: 04/tO/96 I REV. NO.01 LEDGER ANGLE I DETAIL H027 i SPLICE r— REVISION N0. 1 REVISION N0. 2 OC�tad PRODUr OF BUI DER: @UMEN PYRAMID BUILDING Delta Jolst BUTLER MANUFACTURINGSYSTEM INC. COMPANY ORDERENGNEERINGTEAM FORT WORTH, TX CHECKED BY: CHECKED BY: - A- S - GENERAL OFFICES—KANSAS CITY, MISSOURI .D-;g...d FabdK tiara _ VERTICAL SUPPORT JOIST BOTTOM CHORD ASSEMBLY TILT —UP WALL 3 16 1 OR PRECAST + + BOTTOM TIE gc `4 f 3 16 2-1/2 (3" MAX. �0, L BOTTOM TIE 6" mo M IL SHEAR CLIP CLIP,;PANEL POINT (531205)* EMBED PLATE SECTION (NON BMC) SEE NOTE 3 NOTES: 1. EACH CONNECTION MUST BE CAPABLE OF TRANSFERRING LOADS INTO THE WALL AS SPECIFIED ON REACTION DRAWING 2. THIS CONNECTION TO OCCUR AT EACH PANEL POINT ((r ON EITHER SIDE OF THE PANEL POINT) 3. EMBED PLATE TO BE DESIGNED BY WALL DESIGNER. (8'V X 8"H MIN.) * — DO NOT INSTALL CLIP WITHIN 6" FROM END OF JOIST ALONG BOTTOM CHORD. END CLIPS MUST BE ON INSIDE OF THE PANEL POINT. RV.. DATE: 04/10/961REV. N0.0 SHEAR CLIP TO WALL DETAIL H040 SINGLE CLIP/BOTTOM l O - `- I PROJECT: BUILDING ORDER DESCRIPTION: � DRAWING TITLE: � 'EW DRAWN BY: AT MCCRAY 'CHECK ENGR APPR: �f ` KFS, INC. + 100' X 351' X 24' (1/4:12) - & SW WALL BY. DATE: 8/14/96 —_ (AIR FREIGHT SERVICES) _ UBC 94—LL 12/20-WL 70MPH/8 EMBEDED DETAILS DRAWING NUMBER: REV. GRAPEVINE, TX CL (1 FRAME)(3GENERAL)(5SPRINKLER) D 96-083688-02D 00 15'-1 1/8" 14 SPACES ® 5'-0"=70'-0" 2'-1 1/8" 10-0" I � 76'-0" (B/C TO a/c) I 51 o" H//605 BRWACE 44035) J w H050 3 OH86825 OH86820 0 i 0 N iD O 0 18" COL. I_ a oNa;11a ~ ro N 01­186905-- IFOW OFOW 0 7 1 /4" WALL I INTERIOR 50'-0 1 /2" Do m 0l4 M O 0 *,,@�� f OH86815 15'-0 116' 1 T/P SPACING I W2 T/P FLANGE BRACES IT-0 10'-0" -I V 1/8" DELTA JOIST SPACING H605 5'-0" 12 —j i 1 Q 2/1 FLANGE BRACES 1/4 ui OH86810 OH86865 J � = ¢ N � 0 CD � 3 � o 18" COL. w O O 01­186900-� N0— Q_N0. cv o N o 0 U FLOOR LINE 50'-0 1 /2" FRAME AT GRIDS 2, (VIEWED FROM FRONT ENDWALL) T/P SPACING 15'-0 1/8" 14 SPACES 0 5'-0"=70'-0" T/P FLANGE BRACES (F.S.1 4 `�l ITIVW IFOW <� OFOW 7 1 4" WALL 3, 6 & 7 15'-1 1/8 _ DELTA JOIST SPACING 2'-0 1/8" I 10'-0" 76'-0 (B/C TO B/C) _ 2'- 5I-0" D/J FLANGE BRACES 12 Q 1/4F A B //I B w / XXXX J OOOJJJ (, o l,� 3 OH86865 OH8681 I OH86815 �2 O I O M o I N O N O N 0 N �OH86900 J U Il. IFOW OFOW 0 FLOOR LINE 5'Q0" I � . 1 XXX F OH86820J �� OH868251 N < 0 3 o ' f-OH86905 25'-0 1/2" 1 25'-0" 25'-0" I 50'-0 1 /2" 7 1/4" ( 100-1" WALL 101-3 1/2" A.5 l,-b l �� c A EW FRAME AT GRIDS (VIEWED FROM REAR ENDWALL) REVISION NO. 1 REVISION NO. 2 AyE6 �@ T a BUILDER: DATE: DOTE: DATE: QCrG� �' 4 PYRAMID BUILDING c�j s Delta Joist DaAwN er: DIuwN Br: BUTLER MANUFACTURING �4 U��� SYSTEM INC. _' COMPANY ecaEat «om ErK�FERe/C Tcw FORT WORTH, TX ,„ -CHECKED BY: CHECKED BY: A19C Cerra'ed for GENERAL OFFICES-KANSAS CITY, MISSOURI JDesi9a and Fabrication O Q 1co 0^ O N 0. u10 N0 N t— I — BOLTED CONNECTION SCHEDULE O I OTY I BOLT NO. I DESCRIPTION I NUT No. I DETAIL A 1 4 1 097284 3 4 X 2 1 2 HS BOLT 095235 B 8 097284 3/4 X 2 1/2 HS BOLT 095235 1 C 4 097284 3/4 X 2 1/2 HS BOLT 095235 I NOTE: ALL BOLTS ARE HIGH STRENGTH (A-325) WITH HEAVY HEX NUTS, AND ARE TO BE INSTALLED USING THE "TURN -OF-THE-NUT' METHOD SPECIFIED IN THE AISC MANUAL FOR INTERMEDIATE FRAME CONNECTIONS, SEE DWG. C-1080268. ATTACH PATENT PLATE 007849 TO THE WEB OF ONE INTERMEDIATE FRAME COLUMN AT EYE LEVEL. D/J FLANGE BRACE SCHEDULE 1O I PART NO. I DIO' 0" I DHON75 I JOIST 50 LENGTH �I o41", USE 2ND HOLE TYPICAL FLANGE BRACE T/P FLANGE BRACE SCHEDULE PART NO. PART NO. DETAIL FIELD {oFRONT/LEFrDIM. "Y' REAR/RIGHT WORK A 2 xxxxxx xxxxxx X'—x" C033 x = 3 xxxxxx xxxxxx x'-X' Cxxx x 4 XXXXXX xxxxxx X'x" C034 x 5 xxxxxx xxxxxx x'-x Cxxx x I I IFOW <a OFOW 25'-0 1/2" so' -o 1/2" 7 1 4" 1 WALL 6.5 7.9 � PROJECT: BUILDING ORDER DESCRIPTION: IrDRAWING TITLE: DRAWN BY:ATMCCRAY ENGR APPR: �{]� KFS, INC. u 100' X 351' X 24' (1/4:12) CROSS SECTION CHECK BY: DATE: 8/14/96i�� (AIR FREIGHT SERVICES) DRAWING _ UBC 94-LL 12/20-WL 7OMPH/B = FRAMING DRAWING NUMBER: — REV. GRAPEVINE, TX CL (1FRAME)(3GENERAL)(5SPRINKLER) D 96-083688-03 00 i m H050 OH86825 14 SPACES 0 5'-O"=7O'-0" T TTT T 24 SPACES 0 4'-0•'=96'-0" O (�) (�) (�) (�) q) OH86820 ` OH86815 OH8690E BOLTED CONNECTION SCHEDULE 10 OTY BOLT NO. DESCRIPTION NUT NO. DETAIL A 4 D97284 3/4 X 2 1/2 HS BOLT 095235 B 8 097284 3/4 X 2 1/2 HS BOLT 095235 I C 4 097284 3/4 X 2 1/2 HS BOLT 095235 II NOTE: ALL BOLTS ARE HIGH STRENGTH (A-325) WITH HEAVY j HEX NUTS, AND ARE TO BE INSTALLED USING THE "TURN -OF -THE -NUT" METHOD SPECIFIED IN THE AISC MANUAL FOR INTERMEDIATE FRAME CONNECTIONS, SEE DWG. C-1080268. j ATTACH PATENT PLATE 007849 TO THE WEB OF ONE INTERMEDIATE FRAME COLUMN AT EYE LEVEL. D/J FLANGE BRACE SCHEDULE QI PART xNO. I �0' 0" , DETAL H075 IJOIST 50 LENGTH xxxUSE 2ND HOLE TYPICAL FLANGE BRACE PART NO. FRONT/LEFT - 15'-0 1 /8" TAP SPACING 0 GRID 4 (N.S.) 12 xxxxxx _ T/P SPACING @ GRID 5 (F.S.) 13 xxxxxx 2 f_ T/P FLANGE BRACES 0 GRID 4 (N.S.) T/P FLANGE BRACES o GRID 5 (F.S.) 2'-0 1/8" DELTA JOIST SPACING 0 GRID 4 (F.S.) 5' 0' DELTA JOIST SPACING 0 GRID 5 (N.S.) Q (1 Q D/J FLANGE BRACES 0 GRID 4 (F.S.) FLANGE 12 D/J BRACES 0 GRID 5 (N.S.) 1 1/4 �OH@816810 OH86865 J F 3 �.� x 0 �2 Ot4 u- II L� pO 040 N N OH86900-\ N W O N a. O O FLOOR LINE IFOW IFOW OFOW 0 0 OFOW 50'-0 1/2" 50'-0 1/2" 7 1/4" 700'-t" f 7 lle WALL 101'-3 1/2" I WALL C INTERIOR FRAME AT GRIDS 4 8c (VIEWED FROM FRONT ENDWALL) i T/P FLANGE BRACE SCHEDULE PART NO. FIELD REAR/RIGHT DIM. "Y DETAII WORK xxxxxx X'-X' C033 X xxxxxx x'-X" cxxx x o% REVISION N0. 1 REVISION N0. 2 - BUILDER: BUILDING PROJECT: KFS INCI�' ) CROSS TN CHECK BY:ATMCCRAY ENGR$/14�9-r @ p..,,, a g BL11L01NC ORDER DESCRIPTION: DRAWING TITLE: DRAWN DATE: ? BY: DATE: 1 100 x 3sr x za (1/a:1z S SECTION •• [ ORnwN BY: OIuwN BY: 9 Delto Joist UBC 94-LL 12/20-wL 70MPH SYSTEM INC. AIR FREIGHT SERVICES IB FRAMING DRAWING DRAWING NUMBER: REV. a, ;BUTLER MANUFACTURING � f � � � € w :CHECKED BY; CHECKED BY; = COMPANY a�eaicat"a OK002 DVGNfEfaxG 1TAY FORT WORTH, TX GRAPEVINE, X e CL• (1 FRAME)(3GENERAL)(5SPRINKLER) I _ GENERAL OFFICES-KANSAS CITY, MISSOURI Ip SC ondFo r;W;oo - _ D 96-083688-03A 00 tROOF BEAM (° D) � / �1 t X/X —CLIP ANGLES (XXXXXX) NS & FS x/x -Oj d CLIP ANGLE CLIP 10" H X 30" V MIN. LOAD BEARING EMBEDMENT PLATE PRECAST OR (NOT BY BMC) TILT —UP NOTE: EACH BEAM CONNECTION TO WALL MUST BE CAPABLE OF TRANSFERRING LOADS INTO WALL AS SPECIFIED ON REACTION DWG. REV. DATE. 10/% 1 REV. NO. 01 DETAIL H050 i ROOF BEAM TO WALL CONNECTION m b m i . I REVISION NO' . p, .. REVISION NO. ��. I DATE: 1 DRAWN BY: DRAWN SY: 1 z w =CHECKED BY: CHECKED BY: DELTA JOIST DELTA JOIST BOTTOM CHORD ROOF BEAM CDOWNSLOPE SELF —DRILLING SCREWS (097405) FLANGE BRACE w� (SEE CHART) (545061) i /2" X 1 1 //4" A307 ROOF BEAM BOLT (0950$5)) AND 1/2" NUT (095032) BOTTOM FLANGE NOTE: INSTALLATION OF THE FLANGE SECTION BRACE TO BEAM AND FLANGE BRACE TO CLIP IS A GROUND ASSEMBLY. REV` DATE` 04/10/96 1RE` NO. 01 FLANGE BRACE DETAIL H075 I CONNECTION NOTE: NOTE: FLANGE BRACE IN SOME CASES FLANGE BRACE IN SOME CASES MAY ATTACH EASIER TO THE t MAY ATTACH EASIER TO THE UNDERSIDE OF THE ROOF UNDERSIDE OF THE ROOF BEAM BOTTOM FLANGE I¢ BEAM BOTTOM FLANGE TRUSS PURLIN (SEE CHART) USE (2) 1/2" X 1 1/2" HEX. BOLT (095195) AND 1/2" HEX. NUT (095032) TRUSS PURLIN I TRUSS PURLIN I I — ROOF V/1 BEAM FLANGE BRACE FLANGE BRACE (SEE CHART) (SEE CHART) USE (4) 1/2" X 1 1/2" HEX. BOLT (095195) AND 1/2" HEX. NUT (095032) TRUSS PURLIN FLANGE BRACE CONNECTION TRUSS PURLIN FLANGE BRACE CONNECTION DETAIL C033 FOR 20 1/2" AND 29 1/2" TRUSS PURLIN DETAIL C034 FOR 20 1/2" AND 29 1/2" TRUSS PURLIN s _ �Aycff A@ RROWU a 1 BUILDER: J PROJECT: (BUILDING ORDER DESCRIPTION: 2&AWING TITLE: d I PYRAMID BUILDING KFS, INC. 100' X 351' X 24' (1/4:12) E CROSS SECTION 8 Delta Joist UBC 94—LL 12/20—WL 70MPH BUTLER MANUFACTURINGi%4� r �, SYSTEM INC. (AIR FREIGHT SERVICES) /B _ FRAMING DETAILS COMPANY yea caA ORDER EHpNEERNG TEAM - FORT WORTH, TX GRAPEVINE, TX CL (1FRAME)(3GENERAL)(5SPRINKLER) GENERAL OFFICES—KANSAS CITY, MISSOURI Ian Celt_ art ied for 1 I e ign and Fobrico6on DRAWN BY:ATMCCRAY ENGR APPR: 9 Y � CHECK BY: DATE:8/14/11 1 DRAWING NUMBER: REV. D 96-083688-03B 00 O o O o 0 0 7.9 I 1 I I I 1 J 351'-7 1/2" 351' -0 1 /4" EW 1/4- AL 50'-0 1/4" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0 50'-0" WALL - WALL :FRAME FRAME FRAME FRAME FRAME EW FRAME I: OFOW -M IFOW 3 HISIDE - — --- = x -_-_�--_--___�-----_--__�-----___�--------�__-o ___�___o __— IH457 Q o U - - - - - - - - - N _ - - - I - - - -�-- - - - c.L Q2 FIE I O LLI z I—" — — -- — < �---=-_—_L�_ - - I - - - I 0fY 1� _ _ I M — — — H026 — --�'— — — — Lo H402 _ — --- _ — I — — — — — �— i � _�F318 I — ---1I —_---iH457 iv a LOWSIDE N N h = _ ROOF FRAMING PLAN (HYBRID) OHO&O = INDICATES GROUP OF 50' DELTA JOIST - - - - = INDICATES 50' TRUSS PURLINS REVISION N0. 1 REVISION N0. 2 ! fffA BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: r'DRAWING TITLE: DRAWN BY:ATMCCRAY I ENGR APPR: rDATE: DATE: 1 ./ \ - e _ - oruwr+ BY: DRAWN BY: ���� �Ita Joist PYRAMID BUILDING KFS, INC. tar x ss1' x z4' <i/4:iz) ROOF FRAMING PLAN CHECK BY: DATE:B/1a/s6 UtI���JJJ _ j BUTLER MANUFACTURING = SYSTEM INC. (AIR FREIGHT SERVICES) UBC 94—LL 12/20—WL 70MPH/B DRAWING NUMBER: REV. w cNECKm er: CHECKED BY: COMPANY °�aad ° ORDER ENGNMRM MW FORT WORTH, TX GRAPEVINE, TX CL (iFRAME)(3GENERAL)(SSPRiNKLER) GENERAL OFFICES—KANSAS CITY, MISSOURI i ax CeR1eO fOf D 96-083688-04 00 - - Desc °nd 4 f., ti°n L n rn 0 - Y 1 2" (HOLD) X/XXvX \BOTH SIDES I - - I I LEDGER AN NOTE: EACH JOIST CONNECTION TO WALL MUST BE CAPAEILE OF TRANSFERING LOADS INTO THE WALL AS SPECIFIED ON REACTION DRAWING . i REV. WU 03/20/%1 REV. NO.00 JOIST CONNECTION DETAIL H098 ,I TO LEDGER ANGLE MASONRY FASTENER (NOT BY BMC) SHIM CLIP (560509) (4'-0" O.C.) SELF -DRILLING SCREW (097274) ----COUNTER FLASHING (NOT BY BMC) ---FLASHING SUPPORT ZEE (560508) XXX FLASHING (6302'47) GOLD LOCK RIVET (096583) GREEN LOCK RIVET (096306) PANEL SUPPORT (630263) f M'R-24 ROOF PANEL ADAPTER CLIP (560123) DELTA JOIST SELF -DRILLING SCREW (097274) J � WY �ZIII`\ 0� o 03cnm r (n EO OO z w v) m-wY It 00 I 00n OJ cv +n 3 vIm ). �, ....... ............ ............,,�,., . .1 _1 112, v...,,,., ,.,.... .. ... ....,„ ....,., ..,....., .,.moo... ,,..,,.,,_ ..,,.., , ... ..,._ _ ., ... .,, ROOF SUPPORT ANGLE �+ TOP CHORD ROOF SUPPORT O INANG SPACER ROOF SUPPORT BLOCKS 560497 W SPACER ANGLE (560497 1-5/16" LOCKS �12'-0" LENGTH) 2" FOR SSPLICE.H175 - SCRUBOLT (097351) SECTION SCRUBOLT \ SCRUBOLT (SgCRUBOLT (097351) 7 SCRUBOLT (097351) NOTE 11) FLASHING SUPPORTf ANGLE (560491) PANEL SUPPORT ANGLES (560493) SEE NOTE FOR (097351) VERTICAL SUPPORT ASSEMBLY (560490) ADDITIONAL INFORMATION - BOTTOM TIE \, LOAD BEARING PRECAST OR SHEAR CLIP_" LIP TILT -UP WALL r NOTE: L LAYOUT 14066/40671 FOR SPACES OVER THE FRAME SEE THE ROOF STRUCTURAL DRAWING REV. DATE: 03/20/96 1 REV. N0.001 SPLICE ANGLE REV. DATE: 04/10/96 1 M. NO.01 HIGH SIDE STRUCTURALS DETAIL H175 I PART NUMBER AND LOCATION DETAIL I i AT PARAPET WALL COUNTER FLASHING (NOT BY BMC) 1/2" DIA.X1 1/4" THIN HD. BOLT(096636) AND NUT(095032) SUPPORT ANGLE (630230) FLASHING (630236) FLEXIBLE SEAL (560219) MR-24 ROOF PANEL-\ { PANEL CLIP ->_- •_ SEE ROOF PANELING DRAWING MR-24 CLOSURE GUTTER (560348) SUPPORT rr Fes•{ RS.S. SCRUBOLT (630000) (095984) SUPPORT ANGLE /OOF SUPPORT ANGLE CLIP (560492) 1 1/4„ �MR-24 ROOF PANEL SCRUBOL LOCKSEAM PLUG (0971104) tI h' (560158) I PANEL CLOSURE (560155) W/ WIDE CONTOUR REINSTRAP O (560 GUTTER 630216 STRAP (560008) ( ) EAVE C OSURE 1 L(630170) MASONRY FASTENER (NOT BY BM() NOTE N T : 1. FOR PARALLEL TRANSITION, ADDITIONAL INFORMATION SEE FOR ROOF TO WALL WITH SUPPORT ANGLE SEE DRWGS DWG. D-1080764 AND D-1080753. D-1080755 AND D-1080766. M. Ohm 04/10/961REV. No.O+ REV. DATE: 04/10/961REV. NO.01 PERPENDICULAR FLASHING DETAIL H402 11 PARALLEL ROOF TO WALL TRANSITION DETAIL H410 I W/ SUPPORT ANGLE NOTE: FOR EXTERIOR GUTTER (GENERAL INFO.) SEE DWG. D-1080769. REV. OAM-w/+o/961REv. NO.Olq WIDE GUTTER DELTA JOIST DETAIL H455 I MR24 / CMR24 EAVE ANGLE ASSEMBLY (560500-XXX-X) VERTICAL SUPPORT ASSEMBLY (560490) 4'-0" O.C. AT BOTTOM CHORD PANEL POINTS. (2)SCRUBOLT (097351) BOTTOM TIE NOTES: 1)FIELD DRILL TOP CHORD FOR ODD LENGTH JOISTS. 2)ASSEMBLY ON THE GROUND REQUIRED. 3)FOR HIGH SIDE REVERSE 4067 REV. DATE:04/09/%IREV. NO. Of LOW EAVE STRUCTURALS OVER WALL DETAIL H225 WITH INSULATION BLOCKS TRUSS PURLIN /-TRUSS PURLIN ROOF BEAM USE (4) 1/2" DIA. X 2" A-325T HI-STR BOLT (097280) W/ NUT (095230) OST "SNUG TIGHT ONLY" MEANS THE FULL EFFORT OF A MAN ON AN ORDINARY SPUD WRENCH OR BY A FEW IMPACTS OF AN IMPACT WRENCH. M. OATE:07/11/961REV. N0.01 DETAIL H600 I TRUSS PURLIN TO FRAME USE 1/2" X 1 1//4" THIN -HD. BOLT (096636) X'-X" AND 1/2" HEX. NUT (095032) TRUSS PURLIN BRACE (544004) J PURLIN(SEE NOTE #2) 1 r 8 V DELTA JOIST TYP. TRUSS SEE r% PURLIN ROOF DETAIL G BEAMH604 SCREW (097 05) O V EXTENSION (540415) CLIP (560511) O PURLIN BRACE (,'544035) (SEE NOTE #2) G ERECTION NOTE: USE 1 /2" X 1 1 /2" A325T NOTES: OMIT AT HISIDE T/P TO D/J I- TRHVY THE XOLT (972 8) AND 1. SEE DETAIL XXXX ON DWG. XXX FOR PURLIN STEP 2 NOTE: BRACE LOCATIONS. BEND NOTCHED PART 2. ERECTOR TO FIELD CUT TO LENGTH OF TAB ONLY. THE PURLIN BRACE AND BEND IT IN PLACE. M. DNE02/+6/961REV. NO. 0011 REV, DATE: 04/12/26 1 REV. No. 001 REV. 0tlE02/21/961REV. NO.00 TRUSS PURLIN EXT. TO TRUSS PUR4 LIN DETAIL H601 Ily TRUSS PURLIN ADAPTER PLATE CONNECTION DETAIL H604 TRUSS PURLIN BRACE CONNECTION DETAIL H605 PURLIN BRACE TO DELTA JOIST CONNECTION DETAIL F318 AT 12" ENDWALL SETBACK REVISION N0. i REVISION N0. 2 [ yf.a sr@a BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: _ DRAWN BY:ATMCCRAY ENGR APPR: DATE: ����� �=` _ II = CHECK BY: a DATE: 8/14/96 g d/%PYRAMID BUILDING KFS, INC. 100' x 351' x 24' (1/4:12) ROOF FRAMING _-� DRAWN B., Q Delta Joist SYSTEM INC. AIR FREIGHT SERVICES 3 UBC 94-LL 12/20-WL 70MPH/B DETAILS DRAWING NUMBER: REV. -° BUTLER MANUFACTURING UI/ COMPANY °4e0 E ORDER ENONMRNG TUN = FORT WORTH, TX GRAPEVINE, TX CL (1FRAME)(3GENERAL)(5SPRINKLER) w ,CHECKED BY: CHECKED BY: AISC Cert wtl for = _ - rn ; = GENERAL OFFICES-KANSAS CITY, MISSOURI . _ - D�gR F,,,;�o,;o D 96-083688-04A 00 -PANEL CLIP ADAPTER 543110) (ONE PER SPLICE, INS ALLED ON UPSLOPE SIDE) BEND TABS OUT " "-TRUSS PURLIN R0 TRUSS PURLIN PURLIN BRACE WEB MEMBER w TRUSS PURLIN TOP OR BOTTOM CHORD MEMBER STEP 1 PURLIN BRACE TRUSS PURLIN PURLIN BRACE WEB MEMBER TRUSS PURLIN TOP OR BOTTOM CHORD MEMBER PURLIN BRACE t CONSTRUCTION PLANS FOR TILT WALL PANELS AIR FREIGHT SERVICES GRAPEVINE, I t=XAS FRANK,W. NEAL and ASSOCIATES, INC _ 1115 West'Broadway, Suite A Fort Worts, Texas 76104 (BO) 332-1944 :..,.....42435 ' 'it e CITY APPROVED PLANS SHALL BE KEPT ON JOBSITE AT ALL TIMES. CONTRACTOR SHALL CALL FOR ALL INSPECTIONS 40-Cr3 SHEET INDEX i PANEL DETAILS 2 REVEAL DETAILS 3-40 PANEL SHOP DRAWINGS m 11 .iw TYP. 7 1/4" PANEL REINF. VERT. # 4@ 12"O.C. HORIZ . #4 @ 18" O.C. I REFER TO 3/SHTI FOR PLACEMENT OF REINF. #5 CONT. @ PERIMETER - CENTERED C� #5 x CORNERS 2 '_O PANEL REINFORCEMENT TYPICAL DETAIL W LZ TYPE. A (4 HEADED STUDS) TYPE B (2 HEADED STUDS) 2'- 0" DETAIL 3 OPN'G EMBED PLATE SCHEDULE 11 2#5 ALL SIDES I EA. FAC E #5 x 3'-0" DIAG. CORNERS CENTERED PANEL REINFORCEMENT AT OPENING 2 TYPICAL DETAIL W EQ. EQ. 0. _j TYP E C (2 HEADED STUDS) MARK TYPE THICK. SIZE W L HEADED STUDS 1 C 3/8" 8" 8" 2-1/2"x4" 2 D 3/8- 8" 22' 8-1/2"x4" 3 D 3/8" 10' 30" 8-1/2"x4" 4 F 3/8" 7 1/4" 8" 5 E 1/4" 4 4" 5-1/2"x4" 6 G 3/8- 6" 30" 4-1/2"W. TYPE D (SEE EMBED P SCHED. FOR NO. OF HEADED STUDS.)'�' LENGTH 1 1/2" REM. SCHED. H.S. F-1 1/2" EQUALLY SPACED TYPE E (SEE EMBED P SCHED. FOR NO. OF HEADED STUDS.) _j Uj U_ ow W Cj�_- LU INSIDE ME z C) Q F PANEL OPENING REINF. TYP. PANEL REINF. PANEL REINFORCEMENT TYPICAL DETAIL W W/2 W12 10 v m on UJ 0 z Uj � m C Cr TYPE G (SEE EMBED P SCHED. FOR NO. OF HEADED STUDS.) PANEL EDGE #4 x 3'-0" E.F. SHOWN DASHED #4 x 2'-0" E.F. 2" CLR. TYP. END MEW SIDE VIEW TYP E F (SEE EMBED P SCHED. FOR NO. OF HEADED STUDS.) .41tj� 2 0 N*N-V -7/ DETAIL 3 v OPN'G 4#5 EACH FACE FULL HEIGHT OF PANEL, 2#5 ALL SIDES 1 EA. FACE - #5 x 3'-0" DIAG. CORNERS CENTERED DOCK DOOR OPENING PANEL REINFOREMENT 4 TYPICAL DETAIL PANEL DETAILS SHT-1 30= V-0" KFS, Inc. -PANEL DRAWINGS 11-1-96 FWNA Caulting Engineers 1015 W. Broadway, Suite A 9020 Capital of Texas Fort Worth, Texas 76104 North P76 (817 ) 332-1944 Austin, Texas 78759 fax (817) 336-8620 (512) 346-3129 3/45 3/4' 3/4` M cU v D 3/4.,� 3/4'� D a v 7 1/4' REVEAL DETAIL #1 REVEAL DETAIL #2 REVEAL DETAIL #6 ' v M D av � d D REVEAL DETAIL #7 v , 3/4`1-- aD M •v D �, • D I'. III, REVEAL DETAIL #3 FIN. FLR. �r— PANEL BEYOND REVEAL DETAILS SHT-1 3n= 1'_0" KFS, Inc. PANEL DRAWINGS 11-1-96 F WNA W. &/4"M Consulting Engineers 1015 W. Broodwoy, Suite A _ 9020 Capitol of Texas Hwy. Fort Worth, Texas 76104. North #516 F13X (817) 336 8620 {512) 346-3129 G- 13 -7 1 /2" 4'-7 1 /2" 4'-0" �, 4'-0" ��, i_ __-1 t-0„ • 1 `1 1/2�-� 1 1 3/4', 7-11 1/2" �'-11 1/4/ CE RIGID FRAME TOPOF TILTWALL \ \ \ 123, -9 Q NOTE: DIMENSIONS ARE TO CENTER LINES OF REVEALS ` Cr) ® I U DTL.4 N 2 oc `� co w ^ oo 11 "ass:�:a:s:::m��aa:ama amass:a:m:sass----_T—• it , N LA- 6-4 00 - U-j:���:��_ ����.�---`_'_', c 1#5x20'-O" a C, , EACH FACE 3/4" CLEAR n W 2#5x15'-0" a o EACH FACE ``' 3/4" CLEAR M-- o H co M 0 r_m rum --- FINISH FLOOR -� 100'-0A \2 -7 3/4 9'-0'--;-1'-11 3/4' � 0 4 JTOP OF PIER --- NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL 5" INFORMATION 2'-7 3/4„ i f 9,-0„ r---,1'-11 3/4" ��-- 13'-7 1 /2" 'a NOTE: 1. REFER TO SHEET S1.1, S1.2 AND S2.1 FOR ADDITIONAL INFORMATION. 2. _ '7 1/4" MAXI -LIFT INSERTS. 3. = LCB-2 DOUBLE LIFTING INSERTS. R N is "3 <�., %3 `$ i`v °..° R'+ � n F" ".3 a5 � `„q S i &4 PANEL 1 i 4 4 a o d a a a as a a d P-19 1/4"= 1'-0" P-18 �/ C�1 PANEL DRAWN FACE DOWN KFS, Inc. PANEL DRAWINGS P-17 P-16 11-1-9fi FWNA pN PANEL DRAWINGS KEY FRAW W. emu. & A"M M N.T.S. Consulting Engineers 1015 W. Broadway, Suite A 9020 Capital of Texas Hwy. Fort Worth, Texas 76104 North #576 (817(33) 1944 20 Austin, Texas 78759 Fox $(512) 346-3129 w CX �. DTI.4 Lv �u Ld DTE.4 08 Cm Cm NOTE: DIMENSIONS ARE TO cc CENTER LINES OF REVEALS J 0 ►W—+ ag�ffi$��aasazz��a�aaas�ssaaa��asa��� s�affim����s6�a��������aa��a6aa-- ----�'— C]..— � j. o ,may) :�eaeasaea ea:s:a aeeea:� a:eases: ---- Q M W W CY\ O Y\ t-- .-4 GC � M 123'-9" �- 7, N 5 #5 E.F. N 00 N / 00 N 2�5-x 2 5x 20 —0» 20 —0" E.F. 3/4' } E.F. 3/4" CLEAR CLEAR i -) O I FINISH FLOOR �o t 95'-0" 25,-0, TOP OF PIER — r NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION 1'-11 3/4" �--� 9'-0" 4 3'-0" 9'-0" r---1'-11 3/4H 24'-11 1/2' NOTE: 1. REFER TO SHEET S 1.1, S 1.2 AND S2.1 FOR ADDITIONAL C INFORMATION„ PANEL. 2 2, _ % 1 j4 MAXI —LIFT INSERTS. N 1e H 3. 0 = GCB-2 DOUBLE LIFTING INSERTS, 1/4"= 1'-0" d d 0. d d 0.d IL a- 0- d a- d d d d d d P-19 P-t8 KFS, Inc. PANEL DRAWINGS PANEL DRAWN FACE DOWN 11-1-96 . P-17 P_16 J, F YVN1� d d d d d J. a d d d d _ FRd1AWt W. AK" i AS&= AItB".. PANEL DMWWW KEY Consulting Engineers N.T.S. 1015 W. Broadway Suite A 9020 Capital of Texas Hwy. Fort Worth, Texas 76104 North #570 - (817) 332-1944 Austin, Texas 78759 Fox (8t7) 336-8620 (512) 346-3129 4 0 FINISH FLOOR 21-01 948 3'-01 91-00 21-08 25'-08 TOP OF PIER _ 95'-0" NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION d a s a a s a a i a s i a' a s u a s P-19 PANEL DRAWN FACE DOWN_ P-17 P-16 .y - ,t .2 - - e a s a a a a d a a a a a a PANEL DRAWWGS KEY N.T.S l'-11 3/4" : —`1 . 9 —0" 3'-0" 9' 24'-11 1/2' NOTE: 1. REFER TO SHEET S 1.1, S 1.2 AND S2.1 FOR ADDITION INFORMATION. 2. = 7 1 /4" MAXI —LIFT INSERTS. 3. = LCB-2 DOUBLE LIFTING INSERTS. a 4 $ —0" � l'-1-1 3/4ry �4 AL PANEL. 3 f 1/4"= 1'-O" KFS, Inc. PANEL DRAWINGS FWNA FRANK W. AEAIL i A "00. M Consulting. Engineers 1015 W. Broadway, State A 9020 Capital of Texas Fort Worth, Texas 76104 North j0 (817) 332-1944 Austin, Texos 78759 Fox (817) 336-8620 (512) 346-3129 % J - Q -` Ah. Clu ram-, DTI-4 DTI-4 Cm NOTE: DIMENSIONS ARE TO,. CENTER LINES OF REVEALS, o �~ sa agaasa$maamaaeia�smaaas`s�asasm��mem - - d. mz aeac amaa mm �i�sc s�s���aaaaa ass -.. I. / v N � M � • W, 0 W o C TOON 04 "� FY LEAVE- - DOCK Cc CV j 1 N CV 291X 20 -0" 20 0'X r `;' E.F.3/4" E.F.3/4" CLEAR CLEAR v v FINISH FLOOR j. - p, 100 0 , 2 -0 9 -0 3 -0 9 -0 ` 21-00, - 25` 0' TOP OF PIER_ 95'-0" NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION NMN � � N N tV N 1rS M 17 � M � .•"! v a a a a a a a a a d a J. P-19 P-18 PANEL DRAWN FACE DO" P-17 - - a a c. d a CL d ci c. as d I 0. a d. PANEL DRAWINGS KEY N.T.S. 1'-11 3/4" 9'-0" 3'-0 9'-0" 1'-11 3/4" 24'-11 1/2 NOTE: 1. REFER TO SHEET S1.1, S1.2 AND S2.1 FOR ADDITIONAL INFORMATION. 2. = 7 1/4" MAXI -LIFT INSERTS. 3. ®= LCB-2 _ DOUBLE LIFTING INSERTS. PANELS 4 1/4"= 1,-0" KFS, Inc. PANEL DRAWINGS_ . 11-1-96 F WNA WFRARK . MAL &A"MM Consulting Engineers 1015 W. Broadway, Suite A 9020 Capitol of Texas N 76 Fat Worth, Texas 76104 North f 57fl (817) 332-1944 Austin, Texas 76759 Fax (817) 3364620 (512) 346�3129 Q — o DTI-4Cu Q, km ,�. DTLA NOTE: DIMENSIONS ARE TO CENTER LINES 0P REVEALS o � aa��am aaaemi�aaas�s�sas za aam�assam���a�.sa�ammaam asm �vmmsaa5sa sam.a:aaa®a _„_-��� +momamss asa:ate L ` ''Y O 4aaaae: Ewan" aaa!LAJ Cu r-3 M J W z 6-6 , W C c o TO C C vl M VHF iFY LEAVE o r%f t nirt 91-01 e=e�ae �aaae 3'-0' 25'-0' 91—Or NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION a a. 'L a' pl 2 i 1, a a a. v a d a s a 1 P-19 P-18 PANEL DRAWN FACE DOWN P-17 P-1$ PALL DRAWWW KEY N.T.S. TOP OF TILTWALL 123'-9" 24-11 1/2# 11 1/277' ,� 4'-0u 4'-0' 7)-0n 4'-0" 4'"an 1,-4n 5-2 1 /2" 14'-0n j 5'-3 31_6n 1 l I I I ft I CN --- (� RIDGE FRAME " 2 5 #5 E.F. Iv®r Nco - t- Vl N ' OO FINISH FLOOR r 100 —0 �i 21-0' TOP OF PIER — 95$—Oa E 2#5x� � //o" \ / �'2#5x 20 -0" E.F.3/4" CLEAR l'-11 3/4" 9'-0" ` 3'-0„ . 24'--11 1/2 ; NOTE: 1. REFER TO SHEET S1.1, S1.2 AND S2.1 FOR ADDITIONAL INFORMATION. 2. = 7 1/4" MAXI —LIFT INSERTS. 3, 0 = LCB-2 DOUBLE LIFTING INSERTS. 20 —0 �- E.F.3/4 CLEAR R u's R 4(i 4 1 Iq " 9'-0" - \—l'--11 3/4" - PANEL 5 1/4»= 11-0" KFS, Inc. PANEL DRAWINGS F WNA FRA WK W. i19 AL & A4"OC. 1MC. Consulting Engineers 1015 W. troadway, We A 9020 Capital of TeXOSNwy. Fart Worth. Texas 76104 North j570 (817) 332-1944 Austin, Texas 78759 fox (817) 336-8620 (512) 346-3129 j 3 24'-11 1/2" -2'-11 1/4 4'l-0n 4'-0" 3'-0" ,� 4'-0" 4'-0" 3'-1" � �5'-2 1/2"� 14'-0" ` 5'-3" ' i TOP OF TILTWALL 123-9w s s W a. DTL 4 a, Lm rf.CU DTL 4 j Cm NOTE. DIMENSIONS ARE TO 5 #5 E.F. p CENTER LINES OF REVEALS w c::seas:mesa:a sa: maw:a:� aaag::maaa��asaa:maa.:ate:�ay N � �am�:aaeaaaaamaaai�m�amasaaa as smeavtwma sa :aaossc sa a:maaama: m'4s�ams '—�••—'••-�TG•.- - f - x 00 ,U_ ( NCU ! ssssts:± a�e,e ��tsse N W seas•—....---�-�„ C14 � Cm 2 �5 x —2 J5 x ad c 20 -0" 20 -0" . R - - - - a C-4 CLEAR CLEAR 10 c a C TO C TO FY LEAVE— FY LEAVE— N R DOCK LEVE M R DOCK FINISH FLOOR .; 100'-0" a `✓ \\ TOP OF PIER 25-01 NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION ! 1'-11 3/4" --- 9'-0" 3'-0" 9'-0" r---1'-11 3/4" 24'-11 1/2' NOTE: 1. REFER TO SHEET S 1.1, S 1.2 AND S2.1 FOR ADDITIONAL INFORMATION„ PANEL 6 2, = 7 1 /4 MAXI -LIFT INSERTS. 3. 0 = LCB-2 DOUBLE LIFTING INSERTS. 1/4"= 1'-0" a d o` i ci IL c a a a c. d a, o 4 CL a a d P-19 P-18 KFS, Inc. PANEL DRAWINGS PANEL DRAWN FACE DOWN P-17 P-id F 1/ I NA , - a 4 A J IL J. a aL k d Consulting Engineers " PALL MAWINW KEY 1015 W. Broadway, Suite A 9020 Capital of Texas Hwy, N.T.S. Fort Worth, Texas 76104 - North 1570 (817) 332-1944 " Austin, Texas 78759 Fox (817) 336-8620 (512) 346-3129 8 -._.. r ..__ _ _, - - . - -• _ -. - . - - - - .---... H --Nam,,.:.:. : �-�- s i 24-11 1/2" 11 1 /2 4'-0" j 4'-0» 7,_0" 41-011 *y ¢f_0" r-7 1 1-0" 5-2 1 /2" 14'-6" .`+ 5'-3" 1 I 3'-6" TOP, OF TILTWALL I I I 123 -9 N A A Q DTL.4 0• ,�. Cu DTL.4 RIDGE FRAME 2 ' NOTE: DIMENSIONS ARE TO 5 #5 E.F. CENTER LINES OF REVEALS St =mmiiili lilt asaaaaass:ariiss r!li isle i!lissirsl a�Dass Ri sett liiiiiiiil ��� / CV - - ^ aiiis: isa�aa saaCae a.�m asiismsiii issi slsissi lssasaasicass:��ss lsssa<iss �'��7r— tt Oro ClU 2#5x---2t5x o fi 20'-0" 20 _O" E.F.3/4" E.F.3/4" W o o CN CLEAR CLEAR � I FINISH FLOOR 4 4 ire 2'-0', 9`-0' 3'-0' 9'-0' Z1-0' 8,_00 TOP OF PIER .. .. .. ,. .. .. .. .. .. .. .. .. .. , f - 95'-0A �- NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION 1'-11 3/4" `-� 9'-O" 3'-0" 9'-0" ,\ �1'-11 3/4„ 24'-11 1/2 NOTE: 1. REFER TO SHEET S1.1, S1.2 AND S2.1 FOR ADDITIONAL INFORMATION. 2. _ 1 1/4" MAXI -LIFT INSERTS. PANEL 3. 4 - LCB-2 DOUBLE LIFTING INSERTS. f 1 N e'ti tci i8 i`v i9 Si n '. a5 rr{ 7, » : " a a a a a a d a d d a a 1 /4 = 1 -0 P-19 • �t8 KFS, Inc. PANEL! DRAWINGS z PANEL DRAWN FAKE DOWN-- 96 P-17 P-1d rC W NA Consulting Engkeers PAID MAW" KEY N.T.S. 1015 W. Broadway, Suite A 9020 Capital of Texas Fort Worth, Texas 76104 North # 0 (8171 332-1944 Mist n, Texas 78759 Fax 817) 3W-8620 (512) 346-3129 TOP OF TILTWALL ' 123-9» ' r W z a + _ o� Al►•. CU Uj DTI-4 DTI-4 NOTE: DIMENSIONS ARE TO Cr CENTER LINES OF REVEALS o J c Cie t-r W essss� es:sx sssi xsssxt^_ ----�L CL 0 M \17 Ce W z z fV N 2#5x 20 --0„ E.F.3/4 CLEAR �c r-, n 2.-0. 91-0. 0 t:as::ssxei 3'-0' 25'-0' FINISH FLOOR , 9'-0' 2'-0' TOP OF PIER 95'-0" 5 #5 E.F. NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION 1'-11 3/4"--� 9'-0" 3'-0„ 24'�11 1/2' NOTE: 1. REFER TO SHEET S 1.1. i S 1.2 AND S2.1 FOR ADDITIONAL INFORMATION. 2. = 7 1 /4" MAXI -LIFT INSERTS, 3. 40 = LOB-2 DOUBLE LIFTING INSERTS. 4. a 4. a 4. 4. al. 4 4 L4 4 O. L 4. 4. 4 y P_19 P-1E PANEL DRAWN FACE DOWN P-17 P-15 IL I k 9L C a. CL 4 0 4 4 n O PANEL ORAVNINW KEY XTs. :;l PANEL 8 1 /4M= 1 -0„ KFS, Inc. PANEL DRAWINGS. FWNA I'ffOfW W. fa" i Assm f #C6 Consulting Engineers 1015 W. Broadway, Suite A 9020 Capital of texas Fart worth, Texas 76104 North # 0 (817j 332-1944 Austin, Texas 76759 fax (817) 336-8620 (512) W-3129 10 DTI-4 W DTL.4 NOTE- DIMENSIONS ARE TO o CENTER LINES OF REVEkS C* CX W cm f-- CXo W L3 CDP CN CX 21-01 91-08 31-01 25 1-00 NOTE: REFER TO REVEAL DETAILS SHT- 1 FOR ADDITIONAL INFORMATION 91-01 R A P A P, CL 1 4 4 CL as CL IL aL I JL I ,L a P-19 P-18 PANEL DRAWN FACE DOWN P-17 P-16 v T do CL 1 9. k al C� CL CL 0. 1 J. 4 24 PAWL DRAWINGS KEY N.T.S. 21-01 -�TOP OF TILTWALL 123'-9" FINISH FLOOR 100'-Oo TOP OF PIER 95'-0" 0 CI-4 24-11 1/2 11. 1/2 "17 4'-0" 4'-0- 41-0" 41-0" r 1 0 -0 5'-2 1/2' 14'-6" 5' -3" 2 Cn RIDGE FRAME 5 #5 E.F. /'00 00 CV 2 �5 x f5 X 20 -0" 20 -0" E.F. 3/4- E.F. 3/4 C-4 CLEAR 1'-1 1 3/4" 4 I CLEAR . 4 9'-0" 3)-0* 9'-00 F4-11 3/4* 24'- 11 1/2" NOTE: 1. REFER TO SHEET S1.1., 51.2 AND S2.1 FOR ADDITIONAL INFORMATION. 2. * = 7 1/4" MAXI -LIFT INSERTS. 3. 0 = LCB-2 DOUBLE LIFTING INSERTS. PANEL 9 KFS, Inc. PANEL DRAWINGS FWNA OWNS W. W" & A"Oa M ConstAting Eqmeers 1015 W. Broadway, Suite A 9020 Capitol of Texas y Fort Worth, Texas 76104 North ;45w76 111332-194-4 Austin, Texas 78759 Fax 18 17) 338-8620 (512) 346-3129 Ail— x i. i �35 DYL.4 e � s DT L.4 z NOTE: DIMENSIONS ARE TO -cc o CN CENTER LINES OF REVEALS � n CK LA- W eesms:e > =m:a eeeals --- --^-�1— c ~ M J , LLJ W z o W o 0 C TO C TO y FY LEAVE— —7 FY LEAVE— —7 — w 241 TL-- 9'-09 M � s 0 :aa_ :an$ 3'-0` 25'-00 9,-01 NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL r INFORMATION * d k ONE. I d G. JL d a P-19 P-16 PANEL DRAWN FILE DOWN P-17 P-16 .j t3 v o d d q 4z f PALL DRAWINGS KEY - N.T.S. FINISH FLOOR 100 —0 , TOP OF PIER 95°-0„ —.. 20s1 Q» -E.F.3/4" CLEAR 1'-11 3/4" �---� , 9'-0" 3'-0" 24'-11 1/2' NOTE: 1. REFER TO SHEET 51.1, S1.2 AND 52.1 FOR ADDITIONAL INFORMATION, 2. _ 7 1 /4" MAXI -LIFT INSERTS. 3. = LCB-2 DOUBLE LIFTING INSERTS. G. F ! " 20 -0 �— E.F.3/4" CLEAR 1 9'-0" r--- —1'-11 3/4" PANEL 10 1/4"= 1'-O" KFS, Inc. PANEL DRAWINGS f1-1-9f> F WNA FRAAK W. MEAL& A884MWQ Consulting Engineers 1015 W. Broadway, Suite A 9020 Capitol of Texas Hwy. Fort Worth, Texas 76104 North #570 (817) 33}-1944 Austin, Texas 78759 Fax 817 3364620 12 123-9CN et- N �- DTL4 A �► t RIDGE -----� DTL.4 FRAME NOTE: DIMENSIONS ARE TO 5 #5 E.F. CENTER LINES OF REVEU QW! i96iaaiaaiOCaaaaaaaIILaaffSiaRY18CaC1iaaa.Ca� ^� Qi:issa:a:saaaaaamoaasaa,wim::i::aswca,i�aaama�=aaz'aa::�a�a:=s�aa:�a�a�m's-----7' N �I 1 O . c F-+ 1 N Wcs:ss, f�:�-:rEg: caF�aa—_"u-/— co > CN a M +-- 2 �5 X /--- 2 #5 x o _ 20 -0 20'-0" E.F. 3/4" � E.F. 3 f 4" W o o CLEAR CLEAR 0 C C TO C TO IFY LEAVE- FY LEAVE- R DOCK M R DOCK T` FINISH FLOOR S 2''0'9'-0' 3'-0' 9'-0' 2'-0' 251-00 TOP OF PIER 95'_0,. _ NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION CL a a d d d d d a d. d. a a CL P-19 P-18 PANEL DRAWN FACE DXN P-17 f f-16 d d G d F d O. Q 4 M N PANEL DRAWINGS KEY N.T.S. 1'-11 3/4" 0 1 . 0'_0» 3'-0" 99 -0"1'-11 3/4" 24'-11 1/2' NOTE: 1. REFER TO SHEET 51.1, S1.2 AND 52.1 FOR ADDITIONAL INFORMATION. 2. = 7 1/4" MAXI -LIFT INSERTS. p 3. 40 = LCB 2 DOUBLE LIFTING INSERTS. PANEL 11 a 1f4„- 1>-0" KFS; Inc. PANEL DRAWINGS 11-1-96 CL .. �pp� y/F �1; l i6As6pa W. Consulting Engineers 1015 W. Broadway, Suite A 9020 Capital of Texas tivry. Fort Worth, Texas 76104 North #570 (817) 332-1944 Austin, Texas 78759 Fax (817) 336-8620 (512) 346-3129 13 TOP OF TILTWALL 123'-9" ' W Cl- a _ F— • 1 r ,.� �► ICU L DTL.4 DTL.4 a� o NOTE: DIMENSIONS ARE TO CENTER UNES OF REVEALCie >— o � CL e®xaae eaxsr xxxexxatr--_--�-L-• 0 M � o , o N c- I N CV 2�5x 20 -0" E.F.3/4" N CLEAR 24'-11 1 /2" �2'-11 1 J2 4'-0" 4'-0' 3,-0» 4'-0" 4°-0"" 3,-0» 5-2 1/2"1 14'-6" 15t-3M i 1 fi 1 5 #5 E.F. � t 00 tV % 2 #5 �0 -0 E.F.3/4" CLEAR 100'-0A' :a 1-09`` 9�_Ol 3`_0. ��-err �ry4� ` ¢ 4 25`-0' TOP OF PIER 95'-0" NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION 1'-11 3/4" 9'-0" 3,-0" 9'-0"-1'-11 3/4" 24'-11 1/2' NOTE: 1. REFE-R TO SHEET S1.1, S1.2 AND 52.1 FOR ADDITIONAL INFORMATION. 2, 7 1 %4" MAXI -LIFT INSERTS. 3. 0 = LCB-2 DOUBLE LIFTING INSERTS. PANEL 12 t4 � ,(�� e�p. q � ,� � $ 0. 4 1/4 /4", 1, 0,� (� N N N iV N N, LV N N f''J ri H M M') � - " d C. 4 C- C• C. O- d 0. C. a. 0. C. d 0. C_ - - P-19 P_18 KFS, Inc. PANEL DRAWINGS PANEL DRAWN FACE DOWN P-17 . P-16 _ F WNA Consulting Engineers PANEL DRAWINGS KEY N.T.S. Forst Worth, ite a 9024 Capita of Texas With# o (817) 332-1944 Austin, Texas 78759- Fax (817) 3, -8620 (512) W-3129 . 14 TOP OF TILTWALL 123'-9" ' J NOTE: DIMENSIONS ARE TO Q CENTER LINES OF REhULS 0 x DTLA OTLA z 0 i= V CV o -jCL- 0 a� ce Ha�mmoeaesassa�.amamoasmemaaa:a:amv s a,an:aaaem�m:mm:sss � \� // s: sa as>msas:aamaammma:aamassams asmssamcammaasssma sa ssz""—'--"� a-- d' / 4 #5 E.F. Cu N 2 �5 x o 20 _0» E.F.3/4" ,? o CLEAR x 1 Cl M ,_ a! !, l FINISH FLOOR , —elaaeiey aall�seaae .a 2'-0` 9'-0' 3'-g' 3'-41 2'-01 20'-00 TOP OF PIER 95'_0" .NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION `w 1 1 1 1 1 a. iL a. a.i a, a. a.i J- Q. CL a. bL k till. P-19 P-18 PANEL DROWN FACE DO" P-17 P-16 1 i i i 1 I Or1 � rj � .i9 �(• "��' N a, a, PANEL DRAWINGS KEY N.T.S. 4 V-11 3/4" -7--1 1 <D 4'-0„ 4'-2 1/2" _1 N 1 N / M ' s tb - 25x1$'-0" ' E.F. 3/4' CN C� CLEAR 1 0 !- 00 I 3 � , ,F 4*. NOTE. 1. REFER TO SHEET S1.1, S1.2 AND S2.1 FOR ADDITIONAL INFORMATION. 2. = 7 1/4" MAXI -LIFT INSERTS. PANEL 13 3. 40 LCB-2 DOUBLE LIFTING INSERTS. 1/4"= 19-0„ , KFS, Inc. PANEL DRAWINGS 9-25-96 ■ 1</ / A FRdiW W. NEAL & A"0a M ConsuffiN engineers 1015 W. Broadway Suite A 9020 Copital of Texas Nwy. Fort Worth, Texas 76104 North �576 (817) 332-1944 Austin, Texos 78759 Fox 7) 336-8620 (512) 346-3129 15, �N DTI-4 DTLA �� �a3S S�SSsia m:aami aaSii as6aaaai Cs@aa �a�f ami aaiia aitiaiC- I C Od Od Cuui .7' p M o NOTE: DIMENSIONS ARE TO j; CENTER LINES OF REVEALS z Z W O . 20,_0. NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION a z 222T22212 1 142 1 P-a tits PMEL Dtl(W FILE DO" N7 P-16 1 PAWL MAWNW KEY KTS TOP OF TILTWALL 123'-9A ' It Cr) - N N FINISH FLOOR 100'-0R F ' N TOP OF PIER 97'-0* A 19'-11 1/2" NOTE: 1. REFER TO SHEET S1.1, S1.2 AND S2.1 FOR ADDITIONAL INFORMATION. 2. - 7 1 f 4" MAXI -LIFT INSERTS. 3. 0 LCB-2 DOUBLE LIFTING INSERTS. PANEL 14 1 /4"= 1'-0„ KFS, Inc. PANEL DRAWINGS F WNA FRAW W. MAL A ASSM Aft ColmftiN Engineers 1015 W. Broadway, Suite A 9020 Capitol of Texas Hwy. Fort worth, Texas 76104 North 1570 (817) "2-1944 Austin, Texas 78759 : fax (817) 336-8620 (512) 346-3129 16- r 22'-5 1/4" ` ,2'-11 1 /21 4'-0" 4'-0„ 4'-0„ 4'-0" �S-5 3/4"\ ` 13'-1 1/4p TOP OF TILTWALL� I 1 1 127 1 f + ! s • � TOP OF TILTWALL � , o r i '`. 123 —9s. �. LA- . � w DTI-4 DTLA z O U¢ N � O J � Ce �.�'�",.� - �aa�maaamaa as:aasaaao. a.amzaaaaaa:a a::sa::am:maasa:aassm:aka. `_�� msssz: m:aasaamaas sasmazzzaa as aasasssasz azasaz sasaazmma�a� s:aaasaaaaaaesaewsaasaraaaaaeea[ssa:seas:seaasaa:::::seasasaaas�=� ---- CSJ� o NOTE: DIMENSIONS ARE TO Uj CENTER UNES OF REVEALS W t� V Q� GG H M 0 low aaaas:aa:aara:saa::ssasas::sssaaswoman aaaaaasaasxaas:sasaaa, 22`-1/2' NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION In ` fl N 18 N Ys SL R M Af � A+ 19 fR ¢ G. 0. C. G. S k O. G. G. G_ d a,k O. T T d Q. P-19 P-18 PANEL DRAWN FACE DOWN P-17 tt P-161 d o i o dL i d a a a cl a PAIL DRAWNW KEY N.T.S. s t'V r- N FINISH FLOOR 100 —0 = 1 cV TOP OF PIER , 97'-00 O N 22'-5 1/4" NOTE: 1: REFER TO SHEET S1.1, S1.2 AND S2.1 FOR ADDITIONAL INFORMATION. 2. * = 7 1/4" MAXI -LIFT INSERTS. 3. 40 = LCB-2 DOUBLE LIFTING INSERTS. f ;4 PANEL'15. 1/4"= 1'-O" KFS, Inc. PANEL DRAWINGS F WNA PRAW W. F"&OeftM cAnsutfiny E� , 1015 W. Broadway, Suite A 9020 Capital , of Texas Hwy. Fart Worth, Texas 76104 North }576 (817) 332-1944 Austin, Texas 78759 Fax (817) 336-8620 (512) 346-3129 CuCD N NOTE: DIMENSIONS ARE TO CENTER LINES OF REVEALS A LLJ 00 06 DTL.4 DTL.4 CN Q J � 0 C3 O F3 $$$$H•$$33r$$:$$8F8$$$.i.:8.$$$$8$$SrB.$FS.$$�r$$$$$B.H•$E.$Y.$#9E$$7$4$$$g.$7i" , Cu �yWW�•+ LO W Q r` c.a C o 23'-7 3/4' NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION R C C i a. d, d 4 o. o. d CL CL k a a P-t9 P-18 PANEL DRAWN FACE DOWN P-17 P-16 E-- cL a 4 4 a o. PANEL DRAWINGS KEY N.T.S. TOP 127' 0� TILTWALL fi �( yy -00er oO CENTERLINE OF PLATE -' 1 I I I 1 S„ r N 00 1 t FINISH FLOOR 100'-0" s CV TOP OF PIER 97'-0" 4 23'-7 1 /2' 1 C.0 a 1 4 NOTE: 1. REFER TO SHEET S1.1, S1.2 AND S2.1 FOR ADDITIONAL INFORMATION. 2, * = 7 1 /4" MAXI -LIFT INSERTS. 3. ® = GCB-2 DOUBLE LIFTING INSERTS. PANEL 16 1/4'— 11-0" KFS, Inc. PANEL DRAWINGS 4 F WNA MW W. Ali U & A*WQ WC. Consufting Engineers 1015 W. 8roo&ay, Suite A 9020 Capitol of TexasHwy. Fort Worth, Texas 76104 North ;5% (817) 332-1944 Austin, Texas 78759 Fax (817) 336-8620 (512) 30-3129 - 18 e------ama-z-----a-----a------ass-------a-��----m--a-a:-------mm---------a,�`--a CN NOTE: DIMENSIONS ARE TO CENTER LINES OF REVEALS r- LLJ s OD - DTI-4 DTL.4 0 W CV fL >— Q U------sass-s--------a------ffi:-:------a-- a----m-rm--a----s-----------iea 0 C7 1 - � liiii iiii#iiiiiiiii iiiiiiiiiiiii#:iiiiiiiiiiiii#iiiiii#iii#iiiiiiii i.}piiiii-•---.---�•- Lv M V De • Q1 M - 0 27`-0' NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION i o Q. a eL ai. d o a- ti IL - a. a a � o i 1 P-19 P-18 PANEL DRAWN FACE DOWN P-17 E— P-18 PANEL DRAWINGS KEY N.T.S. 10�, 04 TILTWALL fi � a 26-11 1 /2" \ NOTE: 1. REFER TO SHEET S1.11 S1.2 AND S2.1 FOR ADDITIONAL INFORMATION. 17,2. � _ 1 1/4" MAXI —LIFT INSERTS.PANEL3. 0 = I.CB-2 DOUBLE LIFTING INSERTS. 1 /4"= 1'-0" KFS, Inc. PANEL DRAWINGS F WNA FRAW W. MAL & A"00. W. Consulting Engineers 1015 W. Broadway, Suite A 9020 Capital of Texas Hwy. Fort Worth, Texas 76104 North 1570 . (817) 332-1944 Austin, Texas 78759 Fox (817) 336-8620 (512) 346-3129 - , 19 5"—] 11 3/4 5.-4 1/4 "" TOP OF TILTWALL fi c`4 _onsm.lamiff ...........$......mon"maallowm...Sam! ---1-0 127'-4" � ft co 1 CW c.,.V� 1 z NOTE: DIMENSIONS ARE TO CENTER LINES OF REVEALS °° 404 .� DTL.4 N DTL.4 `-------------- _ N kp + N C�j QD 00 LaJ a' N N r� Lam► p -._J ) ce- i is a m is mmamNism isi,mmmmMTfimp low AMR,, N ME0M0:91E00 lNOWNIE WWWW��- M M o DTL.6 a o : 5#5 EACH FACE Uj • o `� Cz 0TL.2 ' DTL..2 G' DTL.s EACH FACE 3j4" CLEAR----------------- ClnN _.i N .�; 3#5x16'—O" � a� o EACH FACE E...E�Ie......�E....l<.IaE... " . `�.r,�.�._------..�:.��...�.�..���» __r.,�� � FINISH FLOOR 3/4n CLEAR 100'-0~ F � -*TOP OF PIER , 9'-1 1121 4'-0' 13'-10 1/2' a a NOTE: 1 7'-2 , 3/4" 6'-0" 3'-8 3/4" REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION 26'-11 1 /2" ` d d d d k d. s. c. a,.' d. d ei o d d n' d P-19 P-18 PANEL DRAWN FACE DOWN P-17 P-16 - = - Q d al.d d d CL d i ! d d a a d d PANE- DRAWINGS KEY N.T.S. NOTE: 1. REFER TO SHEET S 1.1, 51.2 AND 52.1 FOR ADDITIONAL INFORMATION. 2, 7 1 f4" MAXI -LIFT INSERTS. PANEL i� 3. 40 = L.CB 2 DOUBLE LIFTING INSERTS. ! t 1/4ny 1—On . KFS, Inc. PANEL DRAWINGS 11-1--96 FWNA MAW WC iM. 6Npliit 0 A"= W. Consulting €ngineers 1015 W. Broadway, Suite A - 9020 Capital of Texas Hwy. Fort Worth, Texas 76104 North 1570 (817) 332-1944 Austin, Tex 78759 fax (817) 336-8620 (512) 346-3129 22'-11 3/4" r- f; p TOP OF WALL 127"-4" to o t: N, N N' t� DTL.4 p DTL.4 N CL!S �► , :0 p r� N ; 0-, LAJ T di t' NOTE: DIMENSIONS ARE TO CENTER ONES OF REVEALS o DTI-2 LA- N� Q ss�sa ikss. ._ .._ v kssseR• ealEifflK•r----.--7 / W p DTL.6 Ce N , o DTL.6 0 . CSw vrm=mma=s ::amass:aa.aa m:amm:: r� ma:s„sm �.s: msse. "'-• r�ta>�a��r�aar$aa�ar+r����ts�ass�gras�a�ar;,a��r�rs��[— �as��eaan�ass � R, FIN. FLR. , I 100'-0" . l 12'-0" 19'-2 1/? 3'-100 NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION P-19 P-18 PANEL DRAWN FACE DOWN P-1? P-16 G. 4 d d G. G. PANEL DRAWINGS KEY TOP OF TILTWALL " _*TOP :a- f r-- N 0 I N e-- FINISH FLOOR 100 -0 TOP OF PIER T ,� 97,_On 4'— 0" { 4'-0" 4'-0" 4'-0» 4'-0" r--- 2'-0 3/8" cc 00 I io N r 12'-0" 5'-9 3/4" , 22'-11 3/4" NOTE: 1. REFER TO SHEET S 1.1, SI.2 AND S2.1 FOR ADDITIONAL INFORMATION. 2. = 7 1/4" MAXI —LIFT INSERTS. 3. 4 = LCB-2 DOUBLE LIFTING INSERTS. PANEL 19 1/4„= 11-0" e KFS, Inc. PANEL DRAWINGS FWNA :WANK W. MAL & A"00. M - Consulting Ehgmeers 1015 W. Broadway Saife A 9020 Capitol of Texas Hwy. Fort Worth, Texas 76104 North 1570 (817) 332-1944 Austin, Texas 78759 Fox (817) 3M-8620 (512) 346-3129 s 21'' 3iilFgfEg$ yP iiiilii'i �i$idt ZfZRE![iSEifiBi;i3iii3i#Eiit'iGiii4iilf33a—••—.?L•_ h - , v-t- Dn.2 M N DTL.2 n, ... DTL.4 NOTE: DIMENSIONS ARE TO CENTER UNES OF Rnxki iz N `D 6L�. DTI-4 M o DTL.3 s�' - � aa.maam:amamm.xamaaa: 4 (� e— - ff � . - IN " ---+— O " N AN `4 G7 yzh aszkNN NN NA NN INtj r O N to �N c ¢ t o0 M ;N G( C h / :N AA (`1 N c N c� DTL.2 NN - NN oc 3:::asa Cu i JM +n 5#5 EACH FACE CD �1 o DTL.6 3#5x16 -0 - } DTL.2 _ o DTI-6 EACH FACE y ` ' 3% LEAK FINISH FLOOR - •1 V z TOP OFF PIEyR i" TOP OF PIER - f f f .. I 1 1 f 97'-0" ' f f f 4 4 Y-1 1/2' ( 2'-0' 24' ( 171-0' 21--08, NOTE: 4 5 3 g'_7 1/2M 12'-0» 3'-0" �-;--1'-" REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL f INFORMATION 26-1 1 /4" NOTE: 1. REFER TO SHEET S1.1, S1.2 AND S2.1 FOR ADDITIONAL INFORMATION. rr� 3. 1 = LCB-2„ DFT O BLEI IFTINGRTSINSERTS. PANEL G0 J. I -L d. a- JL a. CL a a as a- 4 n. a o a. a d , » ' » P-19? P-18 KFS, Inc. PANEL DRAWINGS PANEL DRAWN FACE DOWN P-17 P-16 4o In F WNA KS . a a. a. a a. a J. n o, ®pip �y p���� ®���q� y I'RAW W. NiU 0 w®YOQ EOM. i..P Consulting ♦:r4neers p' , PANEL MAiMNM KEY ` N.T.S. 1015 W. Broadway Suite A 9020 Capitol of Texas tMy. i Fort Worth. Texas 76104 North �570 (817) 332-1944 Austin, Texas 78759 Fax (817) 336-8620 (512) 346-3129 _ 22 TOP 9F WALL, �TOP OF TILTWALL l R , , ____ap;A27 —4 127-4" cl� DTL4 ► DTL4 - — - — -- BO C-1 LO cl-li C14 L3 LLJ I { I i 00 va t q 7 NOTE DIMENSIONS ARE TO cr CENTER LINES OF REVEALS • t a cl-i FACE 3#5 EACH C.0 uj r-3 cu c1d LO n cn 2#5xl4'—O" -C--4 DTL.6 DTL.6 EACH FACE 3/4" CLEAR DTL.2. DTL-2 00 tt � -�J' ,j � N cl it qq A6 CQ FIN. FLR. FINISH FLOOR Lr) 1 00'—Om 100'-0" _*TOP OF PIER 98'-6" 4 4 21-0#1 171-6#� 248 NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION z PR CL owl. CL $4 AL x aJ_ P-19 T P-18 PANEL DRAWN FACE DM P-17 P-16 V Z !2 v CL JL o CL JL 4 'COL ILI PANEL DRAW140S KEY kl& 4'-11 3/4 12'-0 21'—r5 1/2" NOTE: 1., REFER TO SHEET 51.1, 51.2 AND S2.1 FOR ADDITIONAL INFORMATION. 2. = 7 1/4" MAX[ —LIFT INSERTS. 3. 40 LCB-2 DOUBLE LIFTING INSERTS. PANEL 21. 1/4"= l'—O" KFS,'Inc. PANEL DRAWINGS'z, 11-1-96 FWNA MW W. IM" & A*Wa M conading Enginws 1015 W. Broadway, Suite A 9020 C4*tcd of Texas Hwy. Fort Worth, Texas 76104 North #570 �8 17�332-1944 Austin, Texas 78759 17) JW-8620 (512) 346-3129 0 TO? OF WALL id O Adbhl DTI-4--- 1Y C1J Z tV CV m� o , d ss. i�s�sffis� tt == � z o M CIO DTI-4 Co it N „ NOTE: DIMENSIONS ARE TO CENTM ONES OF REVEALS tl � J ip It tt tq Q. ;d DTL.2 0 DTL.2 u— tt 0 O o p DTL.6 uj c� p.: M Ce ' N i DTI-6 �- . o 0 is N IN � M i� IN Ru FIN. FLR i ie�3i� .89F.i �iiF�i9EEiiRg�:.EiaH.E�l.:iQ� >E iE�� � 100' 0 2'-0'' il,_0, i 24, NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION CL a 1 a CA. off`. a Q. CL 2 P-19 P-18 PANEL DRAWN FACE DOWN P-17 i o a a 41 a d a c �% PANEL DRAWINGS KEY N.T.S. TOPOF TILTWALL 127, —4 N t M d- 1 0 14'-11 1/2„ \ 6'-5 3/4" ,� 4'-0" 4'-0" , l 5 3/4- ,2'- 11 3/4" f f CE OF RIGID FRAME oc t L7 f t 00 00Cn _ ..� f O� f t f `a FINISH FLOOR ; 100 -0 1 TOP OF PIER _ 98'-6A t. J Ico it ) _t 4 4 4-11 3/4" 6'-0" 3'-11 3/4" , \ 14'-11 1/2" , NOTE: 1. REFER TO SHEET S1.1, S1.2 AND S2.1 FOR ADDITIONAL INFORMATION. 2. = 7 1/4" MAXI -LIFT INSERTS. 3. ®= LCB-2 DOUBLE LIFTING INSERTS. PANEL 22 ; 1 /4"= 1'-4" KFS, Inc. PANEL DRAWINGS l WNA mum W. lIK" & 14"00. m Consulting Engineers 1015 W. Broadway, Suite A 9020 Capitol of Texas Hwy. Fork Worth, Texas 76104 North lir (817} 332-1944 Austin. Texas 78759 Fax (817) 336-8620. (512) 346-3129 24 " - Q {{ TOP ",OF WALL ,� TOP, OF TILTWALL fs� . ..1 0awwwwwwasm mmums0monsoons5owwww3ma==avow twwmw: __ 127 4 127 -4 f• . Cu ;N rsaaes as:st: �amma.aasassa::.« N ¢ i CN •k:asasa��za asaz tii a¢ae s.a ass s � saes aeasa •._.._ ..., ma asaeae aemsas se �I Q ;a do a Q cc M 1 1 .a o0 •A a A a d cam. a N R A 1 QU d 63 DTL. a �� DTI-4_ _ ;a A Cie N 1 a uj d � a D® Q' N' <o co Qe ,mow w„a 6-r<m-mm-.,ma. 3#5 EACH FACE DTL.6 W Q Q x0 ° ►= 2#5X 14'-0„ j C? ,�. N EACH FACE `o ' DTL.6 0 o 3/4 CLEAR -!^ .ma=mil --------------- -----a--s----------��- ti Ya N7 as ai Aa Q -- r JIN. FLR. FINISH FLOOR k'$.s a. m m sr as u�m m a as a. a. i'iii'9aii :+ u i u. s.a a+..u� .,+. �<.0 r rt sr rs� ru i*'iEA'ie'i ` .. , . .. .. .. .. .. ` 100'—OA 100'—Ow 1 TOP OF PIER ' 98'-6A 'r---- 2'-0'1 16,_0, 2,_0. 4 4 NOTE: 3-11 3/4" , 12'-0" 3'-11 3/4" , REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION 19'�-11 1 /2„ NOTE: 1. REFER TO SHEET 51.1, S1.2 AND S2.1 FOR ADDITIONAL INFORMATION. 2. = 7 1 /4" MAXI -LIFT INSERTS. 3. 40 LCB-2 DOUBLE LIFTING INSERTS, PANEL 23' —on N lV N � M M � � � M 4d L Z c- a' d a' 4 d. 1 4 l a' o &L a a P-19 P-16 KFS, Inc. PANEL DRAWING PANEL DRAWN FACE DOWN 11--1-96 t r P-17 -16 F 1/Y of A IL i c. d a C a a a FltAfYlfS W. Off-J . # l S*= ice`, Consulting Erxlineers PANEL DRAWINGS KEY Cols w. 8raadway, suite A 9020 capital of Texas Hwy,N.T.S. Fork Worth, Texas 76104 North 1570 (817) 332-1944 Austin, Texas 78759 Fox (817) 336-8620 - (512) 346-3129 TOP, OF W�ll p 127 -4 3 ai DE Di Di #+##iiilili$!$31�li##!!#i liiiillii.i!-E--�-=`� � NN O 1 cu `�� Cv DTL.4 Nzo N OO N NIL DTL.4 Qo N_ O _ p &J ►�—. NOTE: DIMENSIONS ARE TO Y" aN N CENTER LINES OF' REVEALS NN A NY NN NN Cm J YN N tlN ex D>`, o D'� as a YN y„ NN NN LA- o cv :3P DF 3i Di o Lq DTL.6 U M o �o DTI-6 ` a_ a:�k-as•ar�ea--.��- s__aia_ar�irtzz_z: --T-^�'-"�- rz a:�raae:--:r►aas-i,ry,_..._______swv-rssavr�asscv,��•acx say t7 N p� YN _.1i aN NNE FIN. FLR,cu 100'i0 " 1� Fl3ll !!!!isl; llllBEllRillli#Di DDFl Dilil lliili 1 � I 2'_0. NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION TOPOF TILTWALL , 121], -4 e�_ 14'-11 1 /2" r . 2'-5 3/4"\----, ,� 4'-0" .� 4'-0" f 4'-0" � 5 3/4" f — >) 81-8" L.....-...— 31- 21) - i y I t If 0 t Co a FINISH FLOOR 100D_OR TOP OF PIER 98'-6A �.. 4 4 ,r 3-11 3/4" , 6'-0" 4'-11 3/4" 14'-11 1 /2" , r • �t Y s NOTE: 1. REFER TO SHEET S1.1, S1.2 AND S2.1 FOR ADDITIONAL INFORMATION. 2. = 7 1 /4" MAXI -LIFT INSERTS. , 3. 4) = LCB-2 DOUBLE LIFTING INSERTS. PANEL, 24 - N N N d d d N N CV N N N N I7 M M Mf 1h d d d d d d d d d cL d d d d d d 11 4"`_ 11-0" (�i� P-t9 P-16 KFS, Inc: PANEL DRAWINGS PANEL DRAWN FACE DOWN P-17 P-16 CL " d d a. C — d JL d � d d d . F WNA MUM W. itNWeQlr & A"O& N& PANEL DRAWINGS KEY Consulting Engineers U.S. 1015 W. Broadway, Suite A 9020 Capitol of Texas Mry. Fort Worth, Texas 76104 North #570 (8117(817} 31944 36-8620 Austin, Texas 78759 (512) 346-3129 26 CL OF RIGID FRAME . TOP 9F WALL ,, TOP OF TILTWALL I i �1 7 A --..-.,_- 27 —4 127 —4 fi DTL4 DTL4 N ao h Cl 1 { cti� CN df 1 ; q T =— Rm �' NOTE: DIMENSIONS ARE TO ► _ ¢, CENTER LINES OF REVEALS q 1]G 1 N NI r`'� �j - � 1 Wit• � n N 3#5 EACH FACECl— 1 aq ---..r---------C===----------- 2#5X14'-0" -� DTL6 DTL6 ti ` " EACH FACE Dn.2 rzo 3/4 CLEAR M �1e)co xn it p p Iq 1 it 11 itl FIN. FLR,�FINISH FLOOR 100'-0„ 100'-0" I TOP OF PIER f 98'-6A { 4 4 4-11 3/4" , c 12'-0" 4'-5 3/4" NOTE: 21,_5 1 /2„ ` REFER TO REVEAL DETAILS SHT— I FOR ADDITIONAL INFORMATION NOTE: 1. REFER TO SHEET S1.1, S1.2 AND S2.1 FOR ADDITIONAL INFORMATION. 2. = 7 1/4" MAXI —LIFT INSERTS. e' 3. ( = LCB-2 DOUBLE LIFTING INSERTS. sit N N A 9 P. N CV R n Pi M 17 H a s a a s a G. a a a a a a a a s a a P-19 P-18 PANEt. DRAWN FACE DOWN P-16 a a a a a a a 6 a a 4 d G o d PANEL DRAWINGS KEY N.T.S. PANEL'25 1/4"= 1'-0" KFS, Inc. PANEL DRAWINGS . - F NA - ConsuftiN Engineers 1015 W. Broadway, Suite A 9020 Capital of Texas Nwp. Fat Worth, Texas 76104 North 570 (817) 332-1944 Austin, Texas 78759 346-3129 Fox (817) 3M-8620 (512) f �- 2-0,J TOP OF WALL 127 -44 aaasaaa:aaaasas:asaaaasaaaas esaaasasts aasaaca:aa$asa ��$�F-_ _ � A_ �(p DTL.2 Po, DTL.4 NOTE: DIMENSIONS ARE TO C14 CENTER LINES OF REVEALS N L N DTL.4 o o C3 YN Y; tV YA AU A �y � i~ YN N NY S A 1 n- ae DTL.2 � NA YN N N ad N Cie o o DTL.6 ti DTL6 ` ". .---- 1dcmmm---- A 'SaPRL1Ip.�BtJati'6?-_--. --NN :aaammm�kmaa:ass , 19 NA - An � DTL.2 Yn Na :aaaa�aaaaaaaatsaaa��..��.�e..asaaaaaeaasasas��aaaaasY9eaaae �U ,FIN. FLR. ` 100'-0" ` 21_0, 1 17,_0, - j 2,_0,` NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL F , INFORMATION CL d ei IL a v a as o w a o a 421 P-19 P-18 , PANEL DRAWN FACE DOWN P-17 P-16 2. d d d o` CL as c. a a d o� a A. o PANEL DRAWINGS KEY N.T.S. >, 20'-11 1 /2" 11 3/4" ; --, ,� 4'-0" 3'-0" 4'-0" 4'-0" 4'-0" �- 11 3/4" 4'-4 3j.4:j 1 1 Lf 4'-4 3/4" j TOPOF TILTWALL 127S 4 C", -� 1 E 1 1 x oa 1 ' N 6C } N \I/ r 0 2#5X14'-O" a R -C-4 EACH FACE , 3/4" CLEAR k - FINISH FLOOR , 100'-0n t.f'> TOP OF PIER 98'-6" 4 4 a =� 4'-5 3/4" 12'-0" 4'-5 3/4" 20'-11 1/2" , NOTE: 1. REFER TO SHEET S1.1, S'll AND 52.1 FOR ADDITIONAL INFORMATION. 2. = 7 1/4" MAXI -LIFT INSERTS. 3, 4 = LCB-2 DOUBLE LIFTING INSERTS. PANEL 26► 1/4"= 11'-07: KI=S, Inca PANEL DRAWINGS 1i-1_96 , F WNA Consuftiq Engineers 1015 W. Broadway, Suite A 9020 Capital of Texas Hwy. Fort Worth, Texas 761O4 North #576 (817) 332-1944 Austin, Texas 78759 Fox (817) 336-8620 (512) 346-3129 28. t; 240 '` DTL.2 o CN DTLA DTI-4 a �,- oo W N NOTE: DIMENSIONS ARE TO _ CENTER LINES OF REVEALS � a � z. � y oLAJ k If] C%4 _ Cie 0 �r�aaF�i � �at��eef�ss�� ���g�t���$��sar -—.s..r—ter..---- i cu — 71( - Lo DTL.6 0 At*h. NAsh. th 0 CIO)a DTI-2 Cl I I► DTL.2 '•a DTI-6 ------------------- ------ ...__. _____rsesarai ra:aem��-ss-a.cvsr sir __..._._.__.. _ra.__._. ___.. UN NN [> NN NN NN NN I , 211-6' NOTE: REFER TO REVEAL DETAILS SNT-1 FOR ADDITIONAL INFORMATION - Nf - L1.. CL 4 d d T A-18 1 PANEL DRAWN FACE DOWN P-17 gg P-16 a o a as as a ^ n N c. o. PANEL DRANWS KEY N T.S. 4 19'-11 112" 5 3/4-171, 4'-0" 41_0» 3,-0" 4,-0„ 4'_0 IF 5 3/4" 21-00 I 1 f I I o Ta? OF wA LL TOP OF TILTWALL 127' 4 127'-4A a I A q" DTL.2 ?, I DTL.4 ..— ..= . NOTE: DIMENSIONS ARE TO BO n CENTER LINES OF RMS ►- DTL 4 " - " _ _ itir ¢ d �7{�,'jT�TI _ YYYYiisYs - i1�YifY1LYYiiYY7: i.aii� fsi=a �+Y���i���i�� �s--s---As —a--a:s—ss— p o NNco Cm 1 _ 11 � DTL.2 A N e jg c „J j A NI A r'` tr i LL IN A DTL.2 o IA - 1 IA j � =sue• ss � .._ % 00 Cie 3#5 EACH :FACE 570 c� FCn I .► , T - EACH FACE DTL.6 o 3/4" CLEAR --------------------------------- aas�lc—osz' •— --7-_ - 11 NI pq DTL2 0 AI 11 � AI.o N FIN. FLR., FINISH FLOOR , TOP OF PIER _... ,r 4 4 , NOTE: 3'-11 3/4" , 12'-0" 3'-11 3/4" , REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL , INFORMATION 19'-11 1/2" NOTE: - 1. REFER JO SHEET Si.1, S1.2 AND S2.1 FOR ADDITIONAL INFORMATION. 2. = 7 1/4" MAXI -LIFT INSERTS. 3. ®= LCQ-2 DOUBLE LIFTING INSERTS. PANEL 28', 1 /4»_ � ate'. a a. d d d d d d d d d d d d d d d • � - P-19 T KFS, Inc. PANEL DRAWINGS P_18 PANEL DRAWN FACE DOWN P-17 11-1-96 P-18 _ - Fl/iil�tA d d d 0. d d a' d d a a a d d d PANEL DRAWINGS KEY `°"�'"g EngWmm N.T.S. fortSWorthr exosY76104 Suite A 9020 Capital of i�exas�N (817) W2-1944 Austin, Texas 78759 fax (817) 336-8620 (512) 346-3129 � 3/4' G' TOP OF WALL DTL.4 ram, =— ---- pi iu :D N aN - Cu W � W s'i N N Q C3 M - Bq CV 11 NN � AN � , � t p NN LLJ i� NI i Z 1t NA 0 R' ;; NOTE: DIMENSIONS ARE TO dM CENTER LINES OF REVEALS i' 1 1� NN Ni NN Cz CN NI ►W+ °` DTL.2 F0 DTL2 iN W_ Ni ql 0 1 N � L-------ems: as o-E:.•:: _.•:_ tss+e=- LD t� Ilk M o' DTL.6 0 o t gill, � � Ono DTL6 .$ FIN. FLR. 100-0 21_001 13'-00 NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION 1N N +N N N � .. 4, a 4 a a a 4 a a a a a I a a a a a a P-19 P-18 PANEL DRAWN FACE DOWN P-17 P-16 4 4 4 2 4 a. 4 4 4 PANEL DRAWINGS KEY N.T.S. r- I CN Yp__ C) IV C 4-- c� Rom• , '0 I 00 � co CV FINISH FLOOR 100'-0" L R � TOP OF PIER , 98'-6" _. 1 � 3'-11 3/4" ,9'-0„-1'-11 3/4" \ 14'-11 1 /2' NOTE: 1. REFER TO SHEET S1.1, S1.2 AND S2.1 FOR ADDITIONAL INFORMATION. 2. * = 7 1/4" MAXI —LIFT INSERTS. 3. ® = LCB-2 DOUBLE LIFTING INSERTS. PANEL 29 1/4"= 1'-0" KFS, Inc. PANEL DRAWINGS 9-25-96 �y� W. nl�gAQ��p� �p� rRAW Cam. 10111M R I "00. **M •, Consulting Engi mm 1015 W. Broadway, Suite A 9020 Capitol of Texas Hvry. Fort Worth, Texas 76104 Borth ;5% (817) 332-1944 Austin, Texas 78759 fax (817) 336-8620 (512) 346-3t29 . 31 -10 FES TOP OF WALL , . .� TOP, OF TILTWALL F NI 127'-4* �; _ 127 --4 N 11 %1� - `u zc it N if go 6�...�. 11 cl- Jcr- Iisic �_ o al 1 , 11 1u N �; NOTE: DIMENSIONS ARE TO �w DIf CENTER LINES OF REVEALS TLA If 11 ti� 11 N NI C1C -q N QO _ DTL.2 c� DTL.2 No °: N ..'.= : ------ ------ :-r:J�y,J M LQ �n p DTL.6 o E M R CD - h 00 an ►') DTI-6 FINISH FLOOR -- FIN.a FLR. s$asa , 1 QO, -0 100'-O" � TOP OF PIER --- 98'-6" 4 12"0' 1'-11 3/4" 9'-0" 3'-11 3/4" , NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL 14'-11 1 i2" INFORMATION NOTE: 1. REFER TO SHEET S1.1, S1.2 AND S2.1 FOR ADDITIONAL INFORMATION. 2. = 7 1 /4" MAXI —LIFT INSERTS. 3. 40 LCB-2 DOUBLE LIFTING INSERTS. 9. o o a a u a a cL a' aL of cL -:L a.a d d P-19 P-18 PANEL DRAWN FACE DOWN 19'-11 1/2n 5 3/4" 4'-0" 4'-0" T 3'-0" 4'--0" 4'-0" ,fir - 5 3/4" 2,_00 I TOP, OF WALL TOP OF TILTWALL r , 127-4p 127'-4A cu DTL.4 NOTE: DIMENSIONS ARE TO CN04 —f f f 1 ! { CENTER ONES OF REVEALS CL 0 CD p DTL.4 >_ LD --wwwwwwww w www www w w � *a tltl I d O { r t1l NN I NN I cV cX NN N i p as DT2 0 `�' `�' L aesrswwswww- � row w sss C! -_ I--- cU 1 Ts : w koil4cumffl or.r,ss .FLR34347 i•Ziii - �..—_�..._T ; - . • - - i a M IWO .r1► 3#5 EACH FACE / � DTL.fi • W p st- c C' 2#5X14'—On' CN EACH FACE 3/4" CLEAR se so-----------------------a—--s---- � •7 NN IN � ' NN y+p�p j, FiN. FLR. FINISH FLOOR 100'—O"� 100'-0" TOP OF PIER �l 98'-6p � 1-00 NOTE: 3'-11 3/4� , 12'—on 3'-11 3/4„ REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION 19'-11 1/2" NOTE: 1. REFER TO SHEET S1.1, S1.2 AND S2.1 FOR ADDMONAI INFORMATION. 2. = 7 1/4" MAXI —LIFT INSERTS, 3. = LCB-2 DOUBLE LIFTING INSERTS. PANEL.. 31 >v 1e 1 /4 — 1 —0 a e cC a' J. a a' 4 c. o- a cd a a o d o o ri P-19 KFS1 Inc.' PANEL DRAWINGS PANEL t)RAI�i FACE 00" E P-17 ' P-16 i �I�T��'l 0 a tL i A. 4 d I d n a a 21 d a DRAW W. i ff" & ASSM M s Consulting Engineers PANEL DRAWINGS KEY 1015 W. Broadway Suite A 9020 Capitol of Texas Nwy. , _ N.T.S. Fort Wroth, Texas 76104 North #570, F�ax7{aiij 1944 Austin, Texas 76759 , (512) 346-3129 21-00 %— o ,TOP OF TILTWALL ,,. b� o DTI-2 ---------------- ----------------- CU J cV W Adbk6. e DTI-4 DTL.4 NOTE: DIMENSIONS ARE TO o CENTER LINES OF REVEALSco ea CM Z ® 'F---^------f- J o N �U"' DTI-2 CX C CD N H , W DTL.6 0 / � � o DTL.6 1 C , FINISH FLOOR I 1 100'-0 j 4 , 2'-0' ! 13'-09 NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION d a k off.. d a a IT, a d a d a P-19 P-16 PANEL DRAWN FACE DOWN P-17 P-16 = n m 40 1 i 1 t 4 1 1 f 1 / a a a a a a a a a a Q. o. dL a a PANEL MAWiNW KEY N.T.S. 14'-11 1 /2" 3-5 3/4" , 4'-0n 4'-0" ,� 3'-5 3/4" , CV i Ad' co X .1 R 1 � A Q0co i Q 1#5x14'-0" ---� a EACH FACE 3/4" CLEAR i 1#5x14'-O" EACH FACE _ FINISH FLOOR 100'-0� / 3 4" CLEAR ' TOP OF PIER _ 98'-6A 4 4 6'-11 3/4" ,i 6'-O" ,i �-- ; 1'-11 3/4" 14'-11 1 /2" NOTE: 1. REFER TO SHEET 51.1, S1.2 AND S2.1 FOR ADDITIONAL INFORMATION. 2. = 7 1/4" MAXI -LIFT INSERTS. 3. ®= LCB-2 DOUBLE LIFTING INSERTS. PANEL 32 1/4"- 1'-0" KFS, Inc. PANEL DRAWINGS F WNA Co usufting Engivieers 1015 W. Broadway, Suite A 9020 Capitol of Texas Fort Worth, Texas 76104 North # 0 ; Foox7(817) 336-8620 (512Texas 346-3129 1 34 [v[ V[ IIL1TVIIL, ` 127'-4" cu DTI-2 ---,_:,:i_;========'�:,ems: CN DTL.4 DTL4 NOTE: DIMENSIONS ARE TO z 0o CENTER ONES OF REIJEALS w • � ca � M; G cV F-j DTI-2 y a Od o > C%i LAJ DTL.6 o ►Li M 1 F-3 DTL6 ` ----------- aria_--:aiaa���a�wi � CV it FINISH FLOOR , n, 11 I , I 131 --00 121-01 NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION A p a a 4 d a a I, , n ei o a a a a 4CLa a a P-19 T P-18 PANEL DRAWN FACE DOWN P-17 P-16 te c a ii i CL o Z 11 n w CL o s a PANEL DRAWNW KEY N.T.S. 1'-11 3/4» ; --� f 67 --0" 6'-11 3/4" 14'-11 1 /2" NOTE: 1. REFER TO SHEET S 1.1, S 1.2 AND S2.1 FOR ADDITIONAL INFORMATION. 2 = 7 1 /4" MAXI -LIFT INSERTS. 3. 4 = LCB-2 DOUBLE LIFTING INSERTS. PANEL 33 1/4"- 1'_0" KFS, Inc. PANEL DRAWINGS F WNA Cmsufting Engineers 1015 W, Broadway Suite A 9020 Capitol of Texas Hwy. Fort Worth, Texas 76104 North 1570 (817) 332-1944 Austin, Texas 78759 Fax (817) 336-8620 (512) 346-3129 35 19'-11 1 /2" 5 3/4t 4'-0" 4'-0" 3'—O" 4'=O" 4'—O" � 5 3/4" '_ 4" 11,-7n 4,- 2�-o•� C Cm TO:' TO' OF WALL . TOP OF TlLTWALL ; 127-4;127._4,. - R bb DTL2 ?;, �--- _., I NOTE, DIMENSIONS ARE TO N 1 CENTER LINES OF, REVEALS Ck_. 0 DTL.4 0 a � N W =====— :: — — ------====-ram==`Y � kN NN o DTL2 �N i N uM ice• J ag DTL2 G C � - N iss w3* I�s.r..asrs c�igsft ---- 7 P� 1 th ` W DTL.6 Cn C.' DTL6 0 ' NN NN � NN n� DTL2 is FIN. FLR. f��sarnaaasaa+�asraa..,�.y....�—,.........x..,.=-�c�r�.�.a ...�.....�.�.�.�sas.-s.����ir= N = 100'-0° 21_08I 161_00 f 21_00 NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION a a a a a a a a a a a a a a a s a s P-19 P-18 PANEL DRAWN FACE DOWN P-17 P-16 v — S ap a a a a a a a d a a 2 a a a a PANEL DRAWWW KEY N.T.S. R 2#5X14'—O" EACH FACE 3/4' CLEAR l FINISH FLOOR 100'-0" TOP OF PIER 98'-6" 4 4 3'-11 3/4' 12'—On 19'-11 112" NOTE: 1. REFER TO SHEET S 1.1, S 1.2 AND S2.1 FOR ADDITIONAL INFORMATION. 2. * = 7 1 /4" MAXI —LIFT INSERTS, 3. 40 = LC8-2 DOUBLE LIFTING INSERTS. 3'-11 3/4' i , I I "coo Zo co LV i d PANEL 34 1/4„= f-0° KFS, Inc. PANEL DRAWINGS F W••A Consulting Engineers 1015 W. Broadway Suite A - 9020 Capital of Texas #'0 Fart Worth, Texas 76104 North ;570 {817} 332-1944 Austin, Texas 78759 Fax {817) 336-8620 (512) 346-3129 36 i 24 3/4` 11 t TOP OF WALL / N ��----srsaaaaaaaEaasaaaara asaaaaasasaaaa - Ile- 127' 4" Nd DTL.4 OL04 NN � � •s•a•g-""' NN t1.. m eN N • N N pi Y A �"j � . w - t O ; C,LLJ NN C'4 NN NN NOTE: DIMENSIONS ARE TO CENTER UNES OF REVEALS d N DTL.4 J � it NN Nt W YN txL. C14 � N N °- DTL.2 NN � DTL.Z � wa r-r NN NN F- Cu Cie �LO M DTL.6 O cV cV /yits-ARF W &, NN DTI-6 100'-0l 21_01 1 130_01 NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION 0 TOP OF TILTWALL I 127'-4" 7 - 1 N e-- F � �! N oO 1 :r- a N INISH LOOR 1 00-0 TOP OF PIER 98'-6" V 3'-11 3/4" , 9'-0" ,---1'-11 3/4" 14'-11 1 /2" , F NOTE: 1. REFER TO SHEET S1.1, S1.2 AND S2.1 FOR ADDITIONAL INFORMATION. 2. * = 1 1/4" MAXI -LIFT. INSERTS. 3. 40 = LCB-2 DOUBLE LIFTING INSERTS. PANEL 35 1/4u- 1f-0" P-19 1 P-18 '` , KFS, Inc. PANEL DRAWINGS PANEL DRAWN FACE DOWN P-11 a c d a ci a a� o a a o a a u cFWNA Ow"a W. W" & A"= !ice Consulting Engineers PANEL DRAWINGS KEY _ N.T.S. 1015 W. Broodwoy, Suite A 9020 Capitol of Texas Fort Worth, Texas 76104 North 0 (817} 332-1944 Austin, Texas 78759 Fax (817) 336-8620 (512) 346-3129 ti 14'-11 1 f 2n . 3'-5 3/4" 4,-09 4'-0" 3'-5 3/4" 3'-4 3/4",[ I 4, TOP OF WALL , TOP OF TILTWALL 127'-4A127-4" NNd- , t 110 CC C%4 if Jar" N 11 • 11CID NI C%j r�-t 1! tt � it NOTE: DIMENSIONS ARE TO �; o CENTER LINES OF REVEALS o� DTL.4 - 11 NI � C] • 11 tl J it N of R I j v 11 �rn �{ rW-+ N DTL2 DTL.2 Na a' -°N° 11 t! -. tC• r -9604-2-1 LKIAE ig f-- f W W ,o DTI-6 ti . - :: sae Y-a._� .:ss• _.,_•„_ • y r-- .. .. - � NN FIN. FLR. DTL.6 NI g'siaMM Ira-w-w�Y-s-,� _$�_ __ , FINISH FLOOR r , .._._._... 100'-0" 100'-0� z , , __ _ � � ,TOP OF PIER --� 98'_6A 1-11 3/4" i 91-00 3'-11 3/4" , 1 NOTE: . REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL 14'-11 1/2» INFORMATION , NOTE: 1, REFER TO SHEET S1.1, S1.2 AND S2.1 FOR ADDITIONAL INFORMATION. 2. = 7 1/4" MAXI —LIFT INSERTS. 3. 40 = LCB-2 DOUBLE LIFTING INSERTS. PANEL 36 1 /4"— 1' _ 0» i a . a c. a a. CL u. a a- p-19 P-1tr KFS, Inc. PANEL tRA1NINGS PANEL DRAWN FACE DOWN 11-i"9Ci - ' P-11 v P-18 o o a CL a aj I. a. o. o c a i c ri # RAR�IE' W. ARa[" R ABgM BRFC.' Consulting Engineers PANEL DRAWINGS KEY tins W. Broady, Suite A 9420 Cop;tot of Texas Mry. N.T.S. Fort worth, texas 76104 North #570 (817) 332-1944 Austin, Texas 78759 Fax (817) 336-8620 (512) 346 -3129 i 2`-08 �---- . Cj TOP, OF WALL 1 - .� DTL.2 R, DTL.4 NOTE: DIMENSIONS ARE TO N CENTER LINES OF REVEALS w 2 N 00 a O i �G DTL,4 o cu oir swrr �-:rr rrrrrr srsrsmrr� �� 10 - 10 o cm a I cu we Np qq 1= r, 1: N } rp a]G Na N Na / r ClLn ; 11 °- r} DTL.2 �- Nq }, r . -----------------------------------------I---------r- frssrrr rrrrrrr—r ssrr-... +.—+•rrrraissarar zrr Trrr - O z C.)DTL.6 �- V Y � d col MARK 1 m-aaz-m----a--:rm-zaz-ra:amas=a:�mz--ssaari�: a 7 pARK 1 � �� n, SIN. FLR. 100'-0" NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION t`� N N- N N �1 N lot R T w~'f i{ si a IL o CL a o d o ei cL o a CL 4 i P-19 T P-18 PANEL DRAWN FACE DOWN P-17 P-16 o. 4L o. ci a a i PANEL DRAWNGS KEY N.T.S. pal TOP OF TILTWALL 127'-4�� Q DTL.2�, N a. D'� 4 Lv N NOTE: DIMENSIONS ARE TO "M 0tENTER LINES OF REVEALS C3 CX Uj N j� Ln DTL.2 a Lj_ 1L yaw .Aw ! mr w aw 1 ES km T M H DT1..6 0 FINISH FLOOR,- 100'-O" 16`-1 1/2` NOTE: REFER TO REVEAL DETAILS SHT-1 FOR ADDITIONAL INFORMATION N N uIT P-t9 T PANEL DPAWN FACE DNN P-17 P-1B a a a PANEL DRAWNNDS KEY M.T.S. r 0 3#5x18'-0" Q EACH FACE 3/4-CLEAR y FINISH FLOOR- 100 -0 7 a TOP OF PIER + i. 98'-6" F to 4 TOP OF PIER �,- _ r'- 96°_O� -- 4 1 1'-5 3/4„_ `y 5'-6" 6'-0" ,`3'+-1 1/2 16 —1 1 /4" a d NOTE: 1. REFER TO SHEET S 1.1, S 1.2 AND 82.1 FOR ADDITIONAL ja INFORMATION, 2. = 7 1 /4" MAXI —LIFT INSERTS. 3. G = LCB-2 DOUBLE LIFTING INSERTS. { PANEL 38" 1/47= 1'_0" ' KFS, Inc. PANEL. DRAWINGS F WN arream W. Aft" i /i88M ice. � Consulting Engineers 1015 W. Broadway, Suite A 9020 Capital of Texas Hwy. Fort Worth, Texas 75104 Htrrttr #576 (817) 332-1944 Austin, Texas 78759 Fax (817) 3M-%20 . (512) W-3129 Ar) � - 0 I HWY. 114 121 DFW AIRPORT EXISTING APPROACH TO BE PROPERTY LINE EXISTING WON MODIFIED FOR NEW ENTRANCE PIPELINE SIGN u: X------------- X ------------- X ------------- X ----------- �__x ----- ------- X ------------- X -------------- X ------------- X ------------- X ------------ < - — --------- ti N PORT AMERICA PLACE 25R C_> V) V, DOM 6' EXIST. 4! dia. ffi " / DEN GROUND CHAINLINK FENCE METER VAULT METRO EXISTING GROUND STOW TANKS I X STORAGE TANKS (WATER) PROJECT (WATER) DFW AIRPORT EXISTING EXISTING 6' SITE 25'R PROPERTY LINE CHAINLINK FENCE WORTH A 150'-4# FIRE HYDRANT 4! VALVE VAULT NORTH AIRFIELD DR 25�--O — F T WATER MEU----,o N 00*29'36" W 449.86 PP8' GASu0=NE—w_ 7 PP _�1 PID1----- PP ------------------------ ------- ------------ ----------------------------- - 7 ------------------------------ -------------- -- ------------------------- --------- ------ --------------- )rl rA4znjrMT TO ---------- VICINIITY MAP X A .5. CONC. PAVING VITH FUTURE 5* CONC. PAVING ENSERCH CORP. VOL 9947, N.T.S. 717 44 - . -8 - - ­., . .- - ­ - - - NEW SEWER LINE L PORT AMERICA PLACE G M Lu u") C> C) r) NORTH AIRFIELD DR. I,= b.t. LLD bt. 351,-9- 35-0 1 33-6 7/16 1 1/2' WATER LINE FOR DOMESTIC . SERVICE � ����� �Qut �s/�'�,.ss�--s FUMPE '" �C .� IPROPOSED BUILDING I-,��� + ! EVAN" , , � a --i ! - 51'-9� X 101'-31/2" C35f7 nft S.F.) 36 X 100' OFFICE and WAREHOUSE (37500 8R) C1 10I ­W& Aj 1, CO V) CITY APPROVED PLANS SHALL B 10O/ SPRINKLED UE Dot it 00*1 KEPT ON JOBSITE AT ALL TIMES. LLJ PROPOSED USE — AIR FREIGHT FORWARDING:: WAREHOUSE STORM tp IL A0 n CONTRACTOR SHALL- juy Lj CALL FOR ALL r*,,.t30rftG4,A INSPECTIONS 45j-as" WITH SUPPORT OFFICES AND STAFF SEWER LINE, SEE PLUMB. DWGS. eAjv�.LL ma IV) FUTURE GRADE LEVEL 6' WATER LINE FOR t9 OVERHEAD DOORS FIRE SPRINKLER RISER 8 ILO � C.> 00 4 :f- 00 __1 F_ 71 7. 71 00 00 ? f r 8 FUTURE V CONCRETE I CL- J.� PAVING WITH HALL.. 13 0 14!, W 04 IWV O.C.EW., APPROXIIAI `3 T; 1'.." A I.- -ED �U tou 7 11,470 S.F. S a IENI i ! J-' 111-3 1,— 9�" i ,ENO i'SP Ll -C F, "Tti� i�c :\,N I �p . 1% 1.1. 25R �qtf.N I � : . I- .- i.- . :-. .1 `1*• - ,Fir Zo L-j 1%_4 C, Lj .1 A J j .1 WA �'. I. ­ I.-- pf 24'4* I J ------------------ -1 .1 :J.- 'A' .1 1, .-j I--*., I, I` L. on c VD 7 T 12'. 7 J. 1 j - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - )MED P t ON �Ml U W1 L L \Yl 0. ? 509-711/2' R ------------ -------- ---------- ------- ------- --------------------------- j j 1�447- 4 08VO610 AND* THESE:PLANS'H _ONDUC� MED. AS M11REIME" 'AVE NOT FR ? 164�y6veeflc>j f �LL6N-SMFL S061AIMPF RICA1 W . IV IN-spEanoNs CITY.OF G9APtV1'NE- io foRs. CnON sil�,� T' 0-7�feiquf BEEN. REVIEW M r jjNDBRGR01JNP ISTRIJ ONEO COMPLIANCE WITH STATE- r --qo LI)ING -.0FF1C1AL--A FIN REPORT' ALL/WORK C�Ml� - - " SHALLABE*SUBMITM6, ---------``�• )3f, Lo. Be, ------------------------------ ------ ------- - - -------------------- ----------- -------------- I.- I : - 9 - I C.: --------- -REQUOIEM04TS, - ------------ L_-_COM___1 --- AT ------ 1)-PEDSR4 AN ANS PUES,W17 01AA1NG-spECjIA NS A NCLUO WITH 01 .15S ACT-. D:PLANSAND.- - .0 TkE fil *E APPROVE SASILIT I L-INSPEano IING THE AMERICANS 7 'SH 'BE. AL -SPECIAL-INSIPECio VED IDy -.ri4a 13,1 j.: V'CONC YING WM4 APP. 0 R MAI A -PA UE INUMMV WALL WFIFIeNNIURETAINING.-WALL SEWER LOCATION MAP -1 e:-_G.C.E,�W. APPROX.. ALONG ADJOINING ALONG ADJOINING PROPERTY AN -CONC N.T.S. 77 AND -CONC: ..PAVIkG. 6 D NEW PAVING. X_ NOM — — — — --- — — — - - - - - - - - - - - - - - - - - - - - _ L2VW - . . . 1 20'-0"► PP I PP I PP --------- - - ---------- - - - - - - - - - - - - - 'k- -A- I - - - - - - - - - - - - - I ♦ A 20' 10' 0' 10' 20' 40 —EXIST. 6' WATER LINE— — 9 S 00"29'45" E 449.92 CD EXISTING CURB EXISTING CONCRETE PARKING EXISTING APPLICATION FOR VARIANCE FOR P \-SCROING FENCE 11-09 ABOVE D%0VAL EXISTING 6' FUTURE 6' CONIC. PAVING GRAPHIC SCALE Co FIRE HYDRANT OF LANDSCAPE BUFFER SUBMITTED .26, 1996 CHAINLINK FENCE 130 14* O.C.EI DUMPSTER, NOT M EXEID 8 -07. APPROX. 455 S.F. (SOLID REDWOOD FENCE) OFFSTREET PARKING REQUIREMENTS CONSTRUCTION NOTES SITE DATA: TOTAL LOT AREA 1259800 S.F APPLICANT LEGAL DESCRIPTION REQUIRED SPACES — 1 PER 300 S.F. OF OFFICE AREA + 5 ALL THE REQUIREMENTS OF THE GRAPEVINE TOTAL DI A FLOOR AREA RATIO TOTAL IMPERVIOUS AREA TOTAL OPEN SPACE AREA I TOTAL BLDG. & PAVED AREA JAMES F. KELLER LOT I BLOCK 1 BLDG. HEIGHT 109000 S.F./300 S.F.+ 5 38 SPACES SOIL EROSION CONTROL ORDINANCE SHALL BE 756 PORT AMERICA PL. SUITE 700 JAMES KELLER ADDITION TO PROPOSED FUTURE PROPOSED FUTURE PROPOSED FUTURE FUTURE- PROPOSED i FUTURE PROPOSED FUTURE- PROPOSED FUTURE SPACES PROVIDED — 40 SPACES MET DURING THE PERIOD OF CONSTRUCTION. GRAPEVINE, TEXAS 76051 THE CITY OF GRAPEVINE 1—STORY 15% 15% 85% (817) 488-4115 TARRANT COUNTY, TEXAS 1—STORY ALL SIGNAGE WILL BE BUILDING MOUNTED, REQUIRED 64900 S.F.'! 62,900 S.F. 50% MAX. 50% MAX. 85% MAX. 85% MAX. 1 85% BACK —LIT SIGNS AND MEET THE REQUIREMENTS 50 FT. 1 5 0 FT. I 1 18,870 S.F. 189870 S.F. 1069930 S.F. 106,930 S.F. 7� ------ OWNER STREET ADDRESS OF SECTION 60, SIGN REGULATIONS. I —STORY 1—STORY 47.1% 50.4% 20.1% 16.7% JIMMY PAYTON i i 74.8% 1 82.2% PROVIDED 1 135,000 S.F. 409000 S.F. 27.8% 1 31.8% PRESENT USE OF PROPERTY DISABLED PERSON PARKING WILL BE DESIGNED 32 FT. 32 FT. 59t 192 S.F. 63,452 S.F. 25250 S.F.0,990 S.F. 949192 S.F. 1039452 S.F. PAYTON—WRIGHTJORD SALES, INC. F. ACCORDING TO CHAPTER 23, SECTION 23-64 440 W.- HIGHWAY 114 VACANT THROUGH 23-69 OF THE CODE OF ORDINANCES GRAPEVINEb EXAS 76051 ZONING CLASSIFICATION 531 (817) 48tl' 11 LIGHT INDUSTRIAL 7291 Glenview Drive North Richland trills, Texas 76180 Telephone 817 689-1722 Facsimile 8117 5950916 Ar ch i t, e C t S G S B /B T E N H 0 R S T Sa Ak At REVISIONS NOMH PYRAMID BUILDING SYSTEMS,. INC. 409 West Vickery Boulevard Fort Worth, Texas 761,04 S1, Inc. AIR FREIGHT SERVICES GRAPEVINE, TEXAS SITE PLAN CU96-08 SP96—.15 . SCALE r-W-V PROJECT DATE DRAWN ■ JIM CHECKED BINDING ORDER DFW AIRPORT PROPERTY LINE X------------ X------------- X------------- iE-----------= -X-------------X-------------X-------------X------------ i 1 I � 39 VARIEGATED PRIVET 3 SHUMARD OAKS S SHUN OAKS ` �� '� 81 VARIEGATED PRNEi DFW AIRPORT 2 - �, _ PROPERTY LINE 4 .► \♦ . 1. 4, 4. 4. �.. 4 i 4 i. 4. 4 i :4 .�..�.. . 4 J. - i. 4. 4 4 4 i 4. i 4. 4 4 �.. - Y ,�+� 4 ..�. 4 J. J, i. 4. 1 i 4 J. .\. 6 4 A, 1 4. 1 i. 4 J. i 1 J. 4 4 .'�'�l 4��•'r i 4 4 J.. i 4 1 I �_ _ ` i i. .�....J. 1 4 4 4 J. 4 a. 4'. J. J-� • ��;.�.�.� � v- .v * .v ! 25' x 25' EASEMENT TO VARIEGATED PRIVET :. : 3 .B�ADF0 RD f'ERR ENSERCH CORP. VOL 99479 v .v .. W W 2 : GA{: = 36 O.C: I PAGE 2348 - � 1 -' • • � • .. • � � � �• � �- � � � - � • • � 3' CAI:.; MIN: • T � PI�INTEa � -. - � - - . •. . - .. • :. .. • . , . ' - .... .- :. - : . ' . - ' .' - ... I w' - -- ---, -.- - --.- --. -- - - --- -- -- .- ----- - - -------- ,- -- -- - --- - -- --- - ------ ----- -----=s------- - ----- VARIEGATED PRNEr ..: _ .. 2 GAL - 36 O.C. - — _�- — _,■� — + -•v 5 SHUMARD OAKS CAI.., MN. 7' RMTED t - . 7291 Glenview Drive North Richland .&lis Texas 78180 'telephone 817 589-7722 Facsimile 817 595-2916 Architee-'t8 GSB/BATENHORST .' A C .BAT f' RE;vISIOIvs NOF TH ML PYRAMID BUILDING SYSTEMS, INC. 409 West Vickery Boulevard, Fort Worth, Texas 76104 S1, Inc. AIR FREIGHT SERVICES GRAPEVINE, TEXAS LANDSCAPING PLAN SCALE 1r-2a—V PROJECT. 19608 DATE DRAWN %A VV CHECKED BINDING ORDER DOOR SCHEDULE HARDWARE SCHED. 101 DOOR MARK ALL COMBINATIONS -BELOW MAY NOT BE USED SEE HARDWARE NOTES, BELOW DOOR 1 ( 2 3 ( 4 5 6 , 7 8 9 MAW HAMWARE DARK OPENING SIZE TYPE THICK MATER. GLASS RATING FRAME REM. RDWR. 1 EXTERIOR EXIT DOOR 101 3' x 7' C 1 3/4' HM N N HMF-1 1 3 ea. —Solid Brass Hinges 102 9' x 10' E 2' SF N N SF 2 1 ea. —Exit device with cylinder 143 9' x 10' E 2' SF N N SF 2 104 9' x 10' E 2' SF N N SF 2 1 ea. —Closer 105 9' x 10, E 2' SF N N SF 2 1 ea. — Exterior Pull 106 9' x 10' E 2' SF N N SF 2 2 OVERHEAD DOOR 107 9' z t0' E 2' SF N N SF 2 All hardware by Door Supplier 108 9' x 10' E 2' SF N N SF 2 109 9' x 10' I E 2' SF N N SF 2 3 EXTERIOR ALUMINUM DOOR 110 9' x 10' ) E 2' SF N N SF 2 Optional — One set pivots, 3 BB Hinges, or one geared 111 9' x 10' { E 2' SF N N SF 112 9' x 10' ) E { 2' ) SF N { N SF I I 2 continuous hinge 1 ea. — Exit device w/pull, lever trim and prepped for cylinder 113 9' x 10 E 2' ( SF N N ) SF 2 1 ea. —Closer 114 9' x 10' E 2' { SF N N SF 2 115 9' x 10' ) E { 2' ( SF N N ) SF I 2 4 SINGLE INTERIOR DOOR 116 9' x 10' E 2' SF N N SF { 2 3 ea. — Hinges 118 1 9' x 10' E 2' ) SF N ( N � SF I ) 2 1 ea. — Lockset Function F—$1 119 9' x 10' E 2' SF N { N SF 2 5 SINGLE INTERIOR DOOR 120 9' x 10' E 2' SF N ( N SF 2 3 ea. — Hinges 121 9' x 10' E 2' SF N { N SF ) 2 1 ea. — Latchset Function F-75 122 9' x 10' E 2' SF ( N N SF 2 6 SINGLE WERIOR DOOR 123 9' x 10' E 2' SF j N N ) SF 2 124 9' x 10' E 2' SF ) N N { SF { 2 3 ea. — hinges I I I 1 ea. — Latchset Function F-75 126 3' x 7' A 1 3/4' A Tt N A 3 1 ea. — Deadbolt Function E-2142 127 3' x 7' A 1 3J4' A Tt N A 3 1 ea. — Closer 1 ea. —Kickplate I 1 { 129 3' x 7' A ) 1 3/4A Tt N A ( 3 7 INTERIOR EXIT DOOR 130 3' x 7' A ) 1 3/4' A Tt N A { 3 3 ea. — Solid Brass Hinges 131 3' x 7' A 1 3/4' ' A Tt N A ) I 3 1 ea. — Exit device with lever trim 132 3' x 7' A 1 3/4' { A ) Tt j N A ) { 3 1 ea. — Latchset Function F-75 133 3' x 7' B 1 3/4' I SWP N ( N PP ) I 4 1 ea. — Deadbolt Function E-2142 134 ) 3' x .T { B t 3/4' SWP ) N N PP ) � 5 1 ea. — Closer 1 ea. —Kickplate 135 3' x 7' 8 1 3/4' SWP N N PP 7 136 3' x 7' D 1 3/4' SWP N N PP 5 8 RESTROOM DOOR 137 3' x 7' B { 1 3/4' I SWP I N ) N ) PP I 6 3 ea. — Hinges 138 I 3' x 7' B 1 3/4' SWP N N PP 8 1 ea. — Push / Pull 139 ) 3' x 7' ( B 1 3/4' SWP N N PP 8 1 ea. — Closer 140 3' x 7' ) B 1 3/4' SWP N N PP { I 8 1 ea. — Kickplate 141 { 3' x 7' ( D 1 3/4' SWP ) N N PP 5 9 RESTROOM DOOR 142 3' x 7' I D 1 3/4' SWP { N { N { PP 5 3 ea. — Hinges 143 3' x 7' ( B 1 3/4' SWP ) N { N ) PP 4 1 ea. — Lockset Function F-76 144 3' x 7' ) B ) 1 3/4' SWP ) N ) N PP ' 7 1 ea. — Closer 145 3' x )1 j B j 1 3/4' SWP N N PP 4 1 ea. — Kickplate 146 3' x 7' ) D ) 1 3/4' SWP N N ( Pp ' ' 5 147 3' x 7' B ) 1 3/4' ) SWP ) N ) N PP I 9 148 ) 3' x 7' B 1 3/4' SWP ) N ) N ) PP g 149 3' x i B 1 3/4' SWP { N { N { PP I 6 150 ( 3' x 7' B { 1 3/4' ) SWP I N ( N ( PP 151 3' x 7' B 1 3/4' SWP N N PP ( I 9 152 3' x 7' B 1 3/4' = SWP N , N PP g 153 { 3' x 7' I B 1 3/4' SWP N { N ( PP 6 154 ( 2' x 7' B { 1 3/4' SWP N N PP 4 155 , 3, x 7; B 1 3/4` SWP N N PP 4 HARDWARE NOTES 156 ( 3 x 7 D ' 1 3/4 SWP I N ( N PP g 157 ) 3' x 7' B ( 1 3/4' SWP ) N N ( PP 4 SEE HARDWARE SCHEDULE 15) 10' x 12' { E { 2' SF N N SF 2 159 10' x 12' E 2' SF N N SF 2 1. ALL RATED DOORS SHALL INCLUDE SMOKESEALS � { { 160 ) 9' x 10' { E ( 2' SF N N { SF I 2 &SELF CLOSING DEVICE. DOOR NOTES 2. ALL EXTERIOR DOORS SHALL INCLUDE CLOSERS, WEATHER STRIPPING & THRESHOLDS. � 2 TYPE I 3. ALL DOORS SHALL INCLUDE DOOR STOPS, TYPE 28" x 34" GLASS WINDOW AT DISCRETION OF CONTRACTOR. w/ 1 /4' TEMP. GLASS / Buliders Hardware Manufacturer's Association Hardware Functions o d F-75 PASSAGE LATCH Latch bolt operated by knob/lever from either side at all times. F-76 PRIVACY DOOR — Latch bolt operated by knob/lever form either side. Outside knob/lever locked by push button inside and unlocked by 291 S-0' 2' 21, 1-0' 12' 2'j___�'—D" _._._� I 2' 2'3�-0' `' 2' emergency key from outside or rotating knob/lever from I iyi III �Y� inside. A — ALUMINUM STOREFRONT B — FLUSH SOLID C — HOLLOW MTL. D — FLUSH SOLID ENTRANCE WOOD CORE EXIT DOOR WOOD CORE F-81 OFFICE DOOR LOCK Dead locking latch bolt operated by knob/lever from either side, except when outside knob/lever is locked by turn button in inside knob/lever. When outside knob/lever is 15. GLASS locked, latch bolt is operated by key in outside knob/lever or by rotating inside knob/lever. Turn button must be N NONE T 1/4' CLEAR, TEMPERED rotated to unlock outside knob/lever. Cmanually Tt 1/V' TINTED, TEMPERED F-84 CIAS'SR00M DEADLOCK W 1/4 WIRE Dead locking latch bolt operated by knob/lever from either side, except when outside knob/lever is locked, latch bolt 6. RATING — AS LISTED IN MINUTES is operated by key in outside knob/lever or by rotating inside knob/lever. N NONE F-86 UTILITY SPACE DOOR LOCK Dead locking kite bolt operated by key in outside knob/lever 9 —0• ! 7, FRAME or by rotating inside knob/lever. Outside knob lever is E — SECTIONAL OVERHEAD H M F-1 5 3/4", 16 GA., HOLLOW METAL FRAME, FIELD PAINT always fixed./ DOOR PP 5 3/4" STEEL PREFINISHED FRAME PF 5 3/4" STEEL FRAME, FIELD FINISHED F-91 LATCH and DEADLOCKS 13. THICKNESS — AS LISTED IN INCHES A ANODIZED ALUMINUM Dead locking latch bolt operated by key from bath side& SP STEEL, PREFINISHED E-2142 DEADBOLT 14. MATERIAL SF STEEL, FIELD PAINT Dead bolt operated by key from either side. Bolt auto— SWP SOLID CORE WOOD, PREFINISHED motically dead locks when fully thrown. HM HOLLOW METAL, 18 GA., FIELD FINISHED I 8, ���� F-2152 DEADBOLT A ANODIZED ALUMINUM Dead bolt operated by key from outside and turn button S P STEEL, PREFINISHED from inside. Bolt outornatre* dead locks when fully SF STEEL, FIELD FINISHED thrown, L WINDOW SCHEDULE O WINDOW °MARK _ WINDOW 2 3 4 5. 6 MARK .A _.. _.............. OPENING SIZE TYPE CIE GLASS RATING REM'. 12 0 x 6 C 4'-0' x S-10' C PP T N 1.) WINDOW NOTES 2, TYPE 00 i II If I ¢ N io 0 i i� R N �\ 2' EQ. EQ. EQ. EQ. - f A — ALUMINUM STOREFRONT WINDOW N Rc T l N 0 i ih 2- *� 2` EQ. EQ. ­2 8 — ALUMINUM STOREFRONT WINDOW w cV 00 ac N ` a r cs 2'I -2'2*1 3W J�f S-2' [/2 " lei Ir. D — ALUMINUM STOREFRONT ENTRANCE RN all CID 0 R 2 394'2' 2' 2'-8' 2' 3-4'f2' EQ, EQ. l �y�Z' i " 2' C —FIXED E — ALUMINUM STOREFRONT ENTRANCE a FRAME i H M F 5 3/4, 16 GA., HOLLOW METAL FRAME, FIELD PAINT PP 5 3/4' STEEL PREFINISHED FRAME PF 5 3/4' STEEL FRAME , FIELD FINISHED A ANODIZED ALUMINUM W WOOD, FIELD FINISHED 4. GLASS N NONE T 1 /4" CLEAR, TEMPERED Tt 114" TINTED, TEMPERED AS REQUIRED 1 1 INSULATED t 10 INSULATED, TINTED W 1/4" WIRE 5. RATING — AS LISTED IN MINUTES N NONE 6. REMARKS 1.) WINDOW HEAD TO MATCH DOOR HEAD -HEIGHT r ro: 7291 Glenview Drive ' . North Richland Hills, Texas 76180 ` Telephone 817- 689-1722 Facahnile 817 595-2916 GSBiBATENTOR8T 't3 AOF � I -t � � Y REVISIONS PYRAMID BUILDING SYSTEMS,, INC. 409 West Vickery Boulevard Fort Worth, Texas 76104 PROJECT SV Inc. AIR FREIGHT SERVICES GRAPEVINE, TEXAS DOS aM WINDOW SCHE DLU SCALE PR0JECT 19608 DATE 7-9 -96 DRAY � CHECKED BINDING. URDER 21 3 4 5 6 % 8 t 351•-9' 7 1/4' 50•-0 1/4' Ir 50'-0' 50•-0r l 50'-e 5W-V ( F t 51Y 50 -0 r1-1 i 7 1/4' 15'-0 1/4' 151-0• 12'-0' L W-30 21'-10' 12'-5' 4•-6' IZ-0' 12'-0 1/22S-3' 12'-6' 1S-2 1/2• 14•4 91-Or 4'-� T-T 3$'-3 1/2' -6' 13' 2 1'1- _ L 9'-0. 4'-�{)'9'-• ' 3q'--0• �9 -1 1 • �r 1'-7 1/2'L 12' 9'-0• 8'-0' ";L a'-0' s'--o' 12'-0' 6'-d'; 6'-0. 8'-0' �r 914 12•-0' 1s-0' r-a�-0' 11•-0' 12'' a'.-0' ' • • • e ��� , 8 _0 �2 —0 -0 2'-A'�'-0'1 I'-0' ,, 12'j-0• �-0' $'-0' 12'-d'Q'-i 1/2" _ 107 CUSTOMER _ '�'� SERVICE. 108 116 101 204 202 201302 OWNEfes104 9 1 /2 CONFERENCE OFFICE y 13 115 = CONf.'K SECRT' 't� - 301 a, FOYER 9 -2 1/2'L14 79 1�2 CON,10E SECRT. OFFICE 4FOYER CUSTOMER , ....,:�- 103 - -; id .N 109 _ B UP FUTURE OPEN `t' -i' CORRIDOR = - - �, "„ --- y UMBING AS ' N OFFICE N� I �, I 203 B U FUTURE "---- ` �EQ D m �t�'< _ = 205 OPEN OFFICE UM RE 'p b -' ----- -_ L 105 1 to 111 = N OFFICE BIN Q OPEN ofF>cE , r 1� 117 i `? � _ � = OFFICE 63 _ SALES 6>�•, EQUIP. � UIOMEN � MEN 114 'a' �{ "' NOFFI� - 106 BIRF.1►I(ROQM INTERNATIONAL = -- _ .: `�1- i OPERATIONS i OPERATIONS _ �--I � 7 _ FUTURE OFFICE EXPANSION .1 12'-6' 26'-11' 11'-3 1/2' , 12'-6' 26'-11' U - ; 11 �� ------ '----------------------'--------- ' IJ 7 1/4 - 15 -0 1/4 19 -11 3/4 311 9 11-10 7 5 15 -0• 1 24 -3 3/4 I » — o r g i -- TENNANT FINISH OUT E ! ® PER SEPERATE PERM DOCK LEVELER i TYP. OF (9) I f n F1 M F1 R OA i I i i �i L 2 3 i t 101 I CLO�T : OWNERS 108 - 107 OFFICE 104 - Ile 115 CONFERENCE OFFICE 113 FOYER CUSTOMER CUSTOMER FOYER _ Y v , SERVICESERM q 103 J n OPEN 105 . 109_ 0 - ' CORRIDOR EQUIP. ; I Jt•- 110 111 - a ? rf WOMEN MEN 117 9 !. _ _� ``ire•—..... TNIV'{V'`i.--r � . 102 ,.. .... 4 SALES ➢ - - ___ S o: OFFICE OPERA IONS 1114 - -F tt I' j a s i I U- 11' � n�1R um — — — — — — —n FLOOR PLAN scams , /, s•=, 0 7291 Glenview Drive North Richland Hike, Texas 76180 Telephone 817 589--1722 Facsimile 817 59572916 r Archifeets GSBAATENH0RST "A �F . y 13eo C3F REVISIONS NORTH PYR ' AMID BUILDING YSTEMS, INC. 409 West Vickery Boulevard Fort Worth,. Texas 76104- ` PROJECT. S, Inc. AIR FREIGHT SERVICES GRAPEVINE, TEXAS FLOM PLAN DIM. LAYOUT SCALE 1/1W-1'- W PROJECT 19648 DATE 7-9-" DRAY a . CHECKED BINDING ORDER ® ® V 0 Q 1J 130 129 n 027 126 L1 132 r 154 ! = IWAIBAIFAI = IWAIBAIFA� I 1 WB B 139 140 141 IWAIBAIFB li % 146 145 IWAIBAIFB 156 t50 151 y 142 TWA BA I FA 147, (WAIBAIFA� 1 _ y 155 148 � 157 WB --- T 8 : 1 ©©© 149 © 153 I (� l 137 IWEIBAIFA) I `i IWEIBAIFAII I 135 © C O ju U 144 138 � I 15s j 159 j I I f � 1 nn F]n n n---- - Y • I .�_ �_ i ___-__ � __-_._--_ _y�� - _-_ -• ._-_ � ____._____fit- L U- _— u u---u u �� L u-- u u u u T -u v u�--�l� u u u u u l u U U- u u u u u u u U u u L_j u L u J u u '-- — 103 iO4 105 106 t07 108 i09 110 111 112 113 114 115 116 160 117 118 119 120 121 122 123 124 1 O II I IWCIBBIFB I JWAIBAIFAJ IWAIBAIFBI Q 2 3 I [ WAIBAIFAI 1 I [ IWDIBBIFBI IWAIBAIFAI IWAIBAIFAI JWAIBAIFAJ [ WA BA FA I IWAIBAIFAI _J TWA{ BA { FA I � - �[ i ti _J }WEIBAIFAJ IWEIBAIFAI i IWAI BA (FA I :. ..... wA aA FA ............... �` ; IWAIBAIFAI B B ) .............. -`- : j PIWBBAh -- n FINISH SCHEDULE Note: All finishes listed below may not be used r WALL TYPE F BASE TYPE WA BA FA FLOOR TYPE Wale WA Texture and. semi -gloss latex paint WB 48 t iqh # R" P panel w/ epoxy paint above at w'eT w WC Window pane oak paneling w/ stain an urethane WD 4' high window pane oak paneling w/ stain and (2) coats urethane, texture and semi -gloss latex paint above paneling WE texture and epoxy paint Base BA 4» rubber base BB Stained oak base Fkw8 FA 12" x 12" x 1 /8" vinyl composition the FB Carpet FC Sealed concrete 7291 Glenview Drive North Richland Villa, Texas 76180 Telephone -817 589--1722 Facsimile 817 595-2916 Arch'ifec18 GSBiBA,TENH0RST Of `yam REVISIONS NOWH PYRAMID' BUILDING SYSTEMS, INC. 449 West Vickery Boulevard Fort Worth, Texas 76104 In,. AIR FREIGHT SERVICES WALL: TYPES and RNSHES SCALE PROJECT 1�08 DATE DRAWN JIM CHECKED BINDINGS ORDER CA CA CB CA CA CA CA CA CA CA CA CA CB CB CA CA CA CB CB I109'-0"�109'-0"� 109'-0" 1 �9'-0" 109'-0" 109'-0" 109'-0" log— 109'—O" 1 ._ ' " '_ ' " I '— " "110 " " I .— ' I 09 0 1 — 1 09 0 09 0 10 � Q9 -a 9 0 1 9 —1 0 00 09 Q 109 — i � 90 1 9 0 0 - - - _ I - - - MIT !- --- I CA 109'-0" - -; _— :'--� , CA CA CA I = CA CA 1 °!�109'-0'� 110 9'-0" 110 8'-0' ' �109'-0" jl0CAO_j 9'—1108'-0'` i —y �109'-0"1 jlOCAO_jjlOCAO_j 8'-8'—110CA 9'-a I = I I = I I I 1 1 s '--- ram..► T-' —-- — O c. 7 — s .—r — a --?_— — r—r ..ter .._..,,—r X I 1 1 v` ` i J I r � 1 L i I I — 0 3 I I Ceii1pe Where Applicable CA CEILING TYPE 0 —0 CEILING HGT. CA 2 x 4 x 5/8", class A non—combustible fissured the CB Prefin. P.E.M.B. mtl. soffit panel NOTE: THE NUMBER AND LOCATION OF CEILING FIXTURES SHOWN IS FOR GENERAL COORDINATION ONLY AND EACH CONSULTANT SHALL BE RESPONSIBLE FOR VERIFICATION OF ANY DISCREPANCIES BETWEEN LIGHTING AS SHOWN SAND FINAL FIXTURE LAY —OUTS SHOWN ON ELECTRICAL DRAWINGS. THE ELECTRICAL CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF . ALL SUBSTITUTIONS AND RELOCATIONS. L 7291 Glenview Drive North Richland Hills, Texas 76180 . Telephone- 817 589-1722 Facsimile 817 595--2816 Arch te,Ct8 GSB/BATENH0R.ST 41 A� r ., CF .� REVISIONS . NORTH A& PYRAMID :BUILDING SYSTEMS, INC. 409 West Vickery Boulevard Fort worth, Texas 76104 KFS' Inc. AIR FREIGHT SERVICES REFLECTED CEILING FLAN SCALE 1116'-1'-V . PROJECT 19608 DATE 7-9-96 DRAWN KR-t CHECKED BINDING ORDER TOP OF WALL 127'-4' FINISH FLOOR 100._0" M LOW EAVE HEIGHT 124'-0" FINISH FLOOR - 1 OO'-0" C, C 1-1.1/2'.... 1..-2V4.. ,....15-0' 15'-0' 20'-0' 15-V 154 2014 154 15-0' 2 _f 254 i t 7 1/4'I CONC. TILTWALL, TYP. WALL PACK w4m i t t FOR PARKING AREA t l LIB I I'L i j�� S: I �(i..r 2 •Sr - _.. ._... .. _. ._ vac .... -.. .. f: 4 4 4-A IHIt 21W 21'4 1V-0' 2T-0 154 21W 26'-1 1/2' 44 EAST ELEVATION SCALE 1/1 6*=1'-O* CONIC. RAMP 9' x 10' O.H. DOORS, 'R? *7 7 1/4' C. TILTWALL, TYP. WALL Pam( UGHTING FOR PARKING AREA T • ......... _.._.....__ ..... 0 0 71/4 r 22'-6' 20'4' 2014' 25'-0' 25-O' 254 2594' 25-0' 254 ocTENu awn m eorrou OF aaiP ,r-a. iH5 LOCATION 0ltY ' O RAMP 1 PLAN SOUTH ELEVA11ON SCALE 1/16'=1'-0" I u u u u u u u u u u u u u u u u u u u u 25-0• �,-0 . f - - - \,1 25 -0 , , 25 -0 ,, 25' -0 � 12 -7 1/2 WEST ELEVATION SCALE 1/1 6"= 1 9_010 4 �- BACK -LIT TENANT SIGNAGE �--• 7 1/4' CONC. TILTWALL, TYP. / B�IOWNER \ �_ ---- KF ,Inc. mar M STORERONT OOWS, TYP. 71/4*-- 23'4' 2r-V 2r-0' 25'-71/4' NORTH ELEVATION SCALE 1/16"=1'-0" 7" � i s �' � �mah �w.-� � ,r Wr+. car. cu�ta�,: 1s dio. wuwc WITH INTEINEDIATE / RAILINGS srncm a 12• O.C. wmck R&M sPAcm o 12• O.C. wtM suaWRTS o s-o' O.C. B& CLEAR su ms o 54 ac. wiz. am SPACE eEMP4 pans TO, BE LESS SPACE ewins m BE ass THAN 1r. sari AND PAINT wmH (s) nM It. SAND AND Purr WITH (s) COATS NDUSIRW. GIUDE ENM1NEL CMi51AN)SIPoaL BIDE ENN,EI. PAINT, TYP. g PNNf, M. if QWM REQb ABOVE RwP � NO WuRDRIL REGD. Bf101► I 6 WEND MADRAL TO BOiT011 OF PoUP AS fWlDRNI. � 14 IXCEmNG 7-Co tE1D RA16' 2'_r N fElpif x ONE LOCATION ONLY VEPoFY WITH PAVOffNf SLOPE ORAMP 1 ELEVATION O RAMP 2 PLAN O RAMP 2 ELEVATION At.i 1/8"=1'-0' A1.1 1/8"=1'-0" A1.1 1/8'=1'-0" 7291 Glenview Drive North Richland MRS. Texad 76180 Telephone 817 589-1722 Facsimile 817 595-2916 Architects GSBiB'ATE11IH0RST �-,'D A � "7 REVISIONS PYRAMID BUILDING -SYSTEMS, INC. 409 West Vickery Boulevard Fort Worth, Texas 76104 PROJECT -KFS, Inc. • AIR FREIGHT SERVICES GRAPEVINE, TEXAS EDCT Cfl : BL VAT SCALE 111W-r-W PROJECT 19►608 - DATE 7-9-96 DRAWN .AM CHECKED BINDING ORDER 48" x 30" CLEAR SPACE 9 -7 1/2' 9'-7 1/2' 60* x 54" 11 /A3.2:: CLEAR SPACE ............. ...... . ....... ............. C? 48 X 30" ........................................ ................................. CLEAR SPACE ....... .............. 5' DIA. 48* x 30* TURNAROUND ...... � CLEAR SPACE 4W.A32 CIA 5' DIAL !2 ... ... ............. TURNAROUND 81 A kin ND VA3.2 .. ........ ................ 48" x 30" CLEAR SPACE .... 7./A3.2, SZMIN S-69 MK LATCH ONLY LATCH ONLY Un, 4/A3.2 5'-Op 4/A3.2 Q 04 2 C? 00 1 V-10I! ENLARGED RESTROOM PLAN A2.2 1/4"=1'-O" 4-7* O/A3.2 C= . .................. CS1 r6 < !2 C4 594 5-59 6/A3.2 9 ENLARGED RESTROOM PLAN A2.2 1/4"=1'-O" MIRROR AS SCHED. ACCESS. LEVERED FAUCET FOR ADA PROVIDE 2X BLOCKING S2 Cg UJ CE ACCESS. C-TRAP z OR INSUL AS PER co Cr cc ADA REQ'MNTS. CN L" E0_ ER Cm CNI 6' MAX-:), 8" MIN. 17* MIN. 13 LAVATORY ELEVATION A3.2 1/2"= 1 "-0" L T11-IM4 AS SM. TOILET PARTITION W It F SM. M OR TILE m 80 WAINSCU AS AS SM. SCHEDULED FOLD M W SHELF IF SCHED. BASE AS SCHED. cm TOIL ET, WE DMW TOREL MU MAY VARY AS SCHED. SEE 99. ACCESSIBLE WACCESSIBLE A = 17'-19' A= 14' B = 33'-36' B = Nk NOTE D? TOILET STALL DESIGN, HAN" COWARW I)OOR XMi=3f MIN. O TOILET SIDE ELEVATION BASE AS SCHED. All 1*1 1 N L 161 _-4 >1 - I Ln C-4 OURINAL ELEVATION 1/4"= 1 9_010 A(%f%PZC ALTERN.; FOUNTAIN C14 GYP. FUR -DOWN !2 WALL FINISH REFRIGERATOR AS SCHED, BY OWNER 12' DEEP —WALL HUNG %0 CABINET SINK AS SCHED. BACKSPLASH ? _,,_��PLAsnc LAMINATE ON ALL EXPOSED FACES C%4 C-4 -RECESS FOR ADA ACCESS CLEAR SPACE `BASE CABINET 7*- 19' I '_11� f-T f-'T, f-ion '----BASE AS SCHED. FIELD VERIFY NOTE: 54* MAX REACH W/48" CLEAR SPACE d.48- MAX REACH W/300 CLEAR SPACE K-1_oCABINET ELEVATION 11 ACCESS. FOUNTAIN A3.2j 1/4"=1 9 _10" A3.2 1/2'$=1'-0'4 PROVIDE PLASTIC LAMINATE 0 ALL EXPOSED FACES SEE PLAN co For mu PER 'ADA' � ACCESS. URINAL TOILET PARTITION 0 ACCESS. LAV. �—WALL FINISH _j F=� 1 ' L AS SM. MIN. 1,--6mMAX. 1 exv JIM—f , It • GRAB BARS MIRROR AS SCHED. TISSUE DMW BACKSPLASH II AS SCHED. II It xoy U_ TOILET BASE AS SM. ACCESS. C-TRAP OR J�OIWN• TILE W= IOL AS PER SUW . 'ADA' REM. WALL AS SCM. Q2 MENS ELEVATION A3.2 TOUT PARTITION FAUCET MU PER 'AW REOITS. 0 ACCESS. LAV. WALL FINISH AS MO. 6" MAX. 366MIN. GRAB BARS 18,06' AS SCHED. MIRROR! TISSUE DISPOW II II eACKSPLASH AS SCHED.-----_,­ E) TOILET BASE AS SCHED.- `---SUPPORT ACCESS. C-TRAP OR TILE WAINSCOT WALL INSUL AS PER AS SCHED. W REQ!MTS. 3 WOMENS ELEVATION A3.2, 1/4"= 1 -on TOILET PARTITION WALL FINISH 18*06' AS SCHED. MIRROI? TISSUE DISPENSER-- AS SCHED. WAS SCHED.---' AS SCHED. n6 MENS ELEVATION A3.2 1/4"=1 -on MIRROR AS SOD. L PROVIDE PLASTIC LA"TE' 0 ALL EXPOSED FAO---,\\,,, ACCESS. LEVERED FAUCET FOR 0 PROff 2X BLOCIN AS REOWD LN ACCESS. C-TRAP OR I&L AS PER ADA REWTS. 171MIN. OLAVATORY ELEVATION 1/2"=1 10-on 1!-2* 1� 00 --------------- 12 CABINET .3.2 1/2"=1'-O" BRACE TO STRUCT. ABOVE CEIL AS SCHED, GYP. FUR -OM, TYP. MU WALL SHC1NET ADJ. A8OLF & DOORS (2) 2x6 BLOCKING BACK SPLASH 2x BLOCKING CAB DRAWER &i SHELF & CABIDOORS(1) ADJ. 'BASE AS SCHED. NOTE: SEE ELEV. FOR ANISHES & DIMENSIONS SECTION ACCESS. LEVERED FAUCET FOR ADA BACKSPLASH PROVIDE 2X BLOCKING AS REQUIRED 2-W ro 6 1/2m MAX. BOWL DEPTH a 5-1 am SPACE HINGE a X It RECESS FOR ADA ACCESSC) 6" MAX--) 8' MIN, WE 54! MAX REACH W141r CLEM SPACE 7 a MIN. 48 MAX REACH W/V CLEAR SPACE +_• L 14 CABINET SECTION (ADA 01"5)PAPER TOWEL DISP. A3.2 1/2"=1'-0n �.2 1/2 "-,#.of$ 7291 Glenview Drive North Richland ffifis, Texas 76180 Telephone 817 689-1722 Facsiraile'al? 595-2916 A r f t s G S B iB.A T E N H 0 R S T, e A t4jr OF RE ASIONS NOWH PYRAMID BUILDING SYSTEMS, INC. 409 West Vickery Boulevard Fort Worth, Texas 76104 PROJECT S, Inc, AIR FREIGHT SERVICES GRAPEVINE, TEAS ESMM.N.AW, and ELEVATM CAUNU M.S. SCALE PROJECT lows DATE DRAWN ■ CHECKED BINDING ORDER OC 1 COUNTER -FLASHING BY GEN. CONTR.- COUNTER -FLASHING MIL ROOF PANEL TOP OF WALL \ TOP OF WALL. . 127'-4' BY GEN. CONTR. 127'-4' \� FLASHING AND MTL ROOF-------' � : ' EMBED PLATE 3 8 x 12 x 1,—OR FLEXIBLE SEAL. • � PANEL � WITHU412"d�. x 4' H.S. 0 EA. �. ; ` JOIST G r TOP OF JOIST _. / 126'-1' ~ ^ TOP OF JOIST VARIES 124'-0' 1 TO 126'-1' _ ANGLE AND PLATE ,.. ...- WITH 84x 1/2'dw.x 4' H.S. �•={ 0 EA FIST WARING �-- .—'. _.._ ; •...- LEDGER ANGLE '�--FOIL—f � � •: I.� FOIL FACED , INSULATION 7 1/4' CONC. TILTWALL DELTA JOIST DELTA JOIST }* 7 1/4' CONC. TILTWALL N wil Fawlflly'�M_Iff l)y W/Ivy'71� CEILING AS SCHED. INSUL AS SPECIFIED — 25 GA. 3 5182 MTL STUD 0 16` O.C. WITH / 5/8' GYP. BRD. ON INTERIOR FILE TO ABOVE CONC. LEAVE -OUT - COUNG REF. STRUCT. DWGS. 5'_O• CONC. PIER AND SIDEWALK-CONNC. FLOOR SLAB . • CONC. FLOOR STAB CONC. LEAVE -OUT : • . REF. STRUCT. DWGS. GRADE VARIES, SEE FINISH FLOOR FINISH FLOOR / LNG PLAN - i i - - in- ► I ,7 I I - I , I I , - I 1 1 I i , I I } , f- 3 4 IXPAIV. ,ANT r SEE STRICT. DETAIL SEE STRUCT• DETAIL - ; FOR SLAB- TILTWALL FOR SLAB - TILTWALL- CONNECTION �/�` ,y CONNECIIOt L�-: ' - C(NNC. PIER, REF. DOWEL SIDEWALK TO CONC. TILTWALL sum. DWGS. CONC. PIER, REF. SiRUCT. DWGS. WALL SECTION nz. ,fir=,._o• O WALL SECTION STAKING SEAM MIL ROOF PANEL P.E.M.B. PREP: RAKE TRIM EAVE HGHT. - VARIES 120'-O" I _ rl ll TO 122'-1" ` P.E.M.B. ENDWALL COL L P.E.M.B. WALL GIRT SPACED FOIL-FACED INSULATIONAS PER MFG. RECOM. DELTA JOIST P.E.M.B. MAINFRAME P.E.M.B. PRff. = RARER MTL WALL PANEL 1� VINYL -FACED BATT INSULATION k: 1 1/2' x 1 1/2" PANEL LEDGE, TYP. CONC. FOUNDATION SEE STRICT. DWGS. 3/4' EXPAN. JOINT FINISH FLOOR 100'-0" r�-; CW. VOID BOX 1 ;I SEE STRICT. DWGS• _i 1 O c WALL SECTION MTL ROOF PANEL -----� 12 TOP OF JOIST 1 /4 1 124'-0",_ TOP OF TILTWALL 123'-7" / b. PIE -FINISHED GUI ER — AND DOWNSPOUT - _ fi 3/8 x 12 x 1'-0'—% , ` FOIL -FEED WITH (4) 1/2'dra. x 4' H.S. INSULATION 0 EA. JOIST BEARING DELTA JOIST 7 1/4' CONC. TILTWALL—'// .+ '• F • :.r .r CONC. LEAVE -OUT CONC. FLOOR SLAB --- REF. STRUCT. Ms. FINISH FLOOR : , �--`-- 100' 0" 3/4' EXPAN. JOINT- ' SEE SM. DETAL CONC. PAVING -7 6/S1.1 FOR SLAB - • : TILTWALL CONNEcnO N l C ; ,_ __� ;___}' - CONQ PIER, REF. o WALL SECTION A2,2 1 f 2"= V-0" 7291 Glenview Drive North Richland Hills, Texas 76180 Telephone 817 589-1722 Facsimile 817 595-2916 Architects G.SB/BATENH0RST OF ` tow&_ REVISIONS PYRAMID,.. BUILDING SYSTEMS, INC. 409 . West Vickery BoulevardFoci Worth, Texas 76104 KFS1Lnc. AIR FREIGHT SERVICES GRAPEVINE, TEXAS WALL SECMNS SCAL-r= 1/2•-1,-0•. PROJECT 19608 DATE a-9-96 DRAWN - JiillVll CHECKED BINDING :. ORDER ABBREVIATIONS USED ON STRUCTUFAL. DRAWINGS TOP OF STRUCTURAL CONCRETE ALCOVE FINISH FLOOR -AF.F. LARGER THAN OR EQUAL TO - ?= ADDITIONAL - ADDN'L LESS THAN OR EQUAL TO <_ O ADJACENT - ADJ. LIVE LOAD - L.L m ALTERNATE - - ALT, LONGITUDINAL - LONG. w :m 4#5 DOWELS OR ANCHOR BOLT - AB. LONG LEG HORIZONTAL - LL.H a- EXTEND PIER AND - & LONG O GPOINGI'VERTICAL y LLP o <S o REINFORCING AT ANGLE - L L °D L' �' a {GRADE BEAM OR - - APPROXIMATE - APPROX. r7 ARCHITECTURAL - ARCH'L MANUFACTURER - MFR. AT -0 MATERIAL - MAT`L. PLINTH.) AIR CONDITIONER - A/C MAXIMUM - MAX. W AIR HANDLING UNIT - AHU MECHANICAL, - MECH'L METAL - - MET EL 0 13ACK TO BACK - B/8 MEZZANINE - MEZZ. BASE PLATE - BP MINIMUM - MIN. L.- BEAM - BM. MISCELLANEOUS - MISC. 0 z BEARING - BRG, MOMENT - M, BETWEEN - BTWN. MOMENT CONNECTIONS - M.C. N BLOCKING - BLK'G. BOTH WAYS - B.W. NON -SHRINK - N.S. ~ m FS BOTTOM - GOT. NOT TO SCALE - N.T.S. BOTTOM CHORD EXTENSION - BCX NUMBER - NO. p Q BRIDGING - BROG. BUILDING - BLDG. ON CENTER - O.C. BUILDING LINE - B.L. OPENING (S) - OPNG.(S) PIER REINF• ' OPPOSITE - DPP. CEILING - CLG. OPPOSITE HAND - O.H. VERT. 411 Z o CENTER TO CENTER - C/C OUTSIDE DIAMETER - O.D. #3 012 O.C. a- CENTER LINE - I. OUTSIDE FACE - O.F. a. CENTERED - CNTRD. ES CHANNEL - C PENETRATION - PEN. CLEAR - CL PERIMETER - PERIM. � W In COLUMN - COL. PERPENDICULAR- PERP. .� �� o COMPRESSION - C. PIPE BRACE - P.B. CONCRETE - CONC, PLATE - R_ CONCRETE MASONRY UNIT - CMU POINT - PT. CONDENSING UNIT - CU PRECAST CONCRETE - P/C CONNECTION (S) - CONN.(S) PROJECTION - PROJ. W CONTINUOUS CONT. CONSTRUCTION JOINT - C.J. RADIUS - RAO. COORDINATE - COORD. REFER - REF. REINFORCING - REINF. . DETAIL - DET. REMAINDER - REM. DEAD LOAD - D.L. REQUIRED - REQ'D. DIAGONAL ' ' - DWG. RIGID FRAME - R.F. DIAGONAL BRACE - D.B. ROOF TOP UNIT - RTU DIAMETER - DIA. OR 0 ROOF DRAIN - R.D. DIMENSION - DIM. DOUBLE - DBL SAWN JOINT - S.J. DOWELS - DWL(S) SCHEDULE - SCHED. DOWN - ON. SECTION - SECT. DRAWING - DRWG. SHEAR - V SHEET - SHT. EACH - EA. SIMILAR - SIM. iD EACH FACE - E.F. SLIP CONNECTION - S.C. ti EACH WAY - E.W. SPACE - SP. ELECTRICAL - ELEC'L SPECIFICATIONS - SPEC. ELEVATION - EL. STANDARD - STD. ELEVATOR - ELEV. STEEL - STL ENGINEER - ENGR. STIFFENER - STIFF. REFER TO PLAN EQUAL (EQUALLY) - EQ. STIRRUPS - STIR. EXPANSION - EXP. STRUCTURE - STRUCT FOR BELL DIAMETER EXPANSION JOINT - E.J. STRUCTURAL - STRUCT'L EXISTING - EXIST. SUPPORT - SUPT. BELLED PIER EXTERIOR - EXT. SYMMETRICAL � - SYMM. 1 TYPICAL DETAIL FACE TO FACE - F/F TOP CHORD EXTENSION - TCX FAR SIDE - F.S. TEMPERATURE - TEMP. FINISH (ED) - FIN. TENSION - T. FINISHED FLOOR - FIN. FL. THICK - THK. FIXED CONNECTION - F.C. TONGUE & GROOVE - T & G. FLANGE - FLG. TOP & BOTTOM - T & B. FLOOR - FL. TOP OF BEAM - T.O.B. FOOTING - FIG. TOP OF FOOTING - T.O.F. FILL AROUND COLUMN ` CENTERLINE COLUMN & PIER FOUNDATION - FDN. TOP OF JOIST - T.O.J. AFTER STEED ERECTION TOP OF METAL DECK - T.M.D. 2'-0"x2'-O" LEAVE -OUT GAGE OR GAUGE - GA. TOP OF PIER - T.O.P. - �4- FORMED WITH METAL KEY GALVANIZED - GALV. TOP OF PEER CAP - T.O.P.C. GENERAL - GEN. TOP OF STRUCTURAL STEEL - T,O.S.S. I I GRADE - GR. TOP OF STRUCTURAL CONCRETE - T.O.S.0 { ( �� { I ----%% FIN. FL. GRADE BEAM - G.B. TOP OF WALL - T.O.W. GYPSUM BOARD - GYP. BD. TOTAL LOAD - T•L TRANSVERSE - IRAN, I 1 ! I t HEADED STUD - H.S.TYPICAL - TYP. ., HEIGHT _ 1.I HIGH POINT - H.P. UNLESS NOTED OTHERWISE - U.N.O. 1 1 /2" N.S. GROUT HORIZONTAL - HPRIZ. TYP. U.N.O. HORIZONTAL LOAD - H.L. VERTICAL - VERT. INFORMATION - INFO. WATERSTOP - W.S. f — INSIDE DIAMETER - I.D. WEIGHT - WT. INSIDE FACE - I.F. WELDED WIRE MESH (FABRIC) - W.W.F. INTERIOR - INT. WIND LOAD - W.L. INTERMEDIATE - INTERM. WITH - W/ WOOD - WD. JOINT - JT. WORK POINT - W.P. JOISTS - JST (S) X-BRACING - XB KIPS - K. E F INTERIOR COLUMN AT PIER ,6 TYPICAL DETAIL j • 1_6" a COORDINATE W/ LEVELER MANUFACTURER ,, #3 X DOWELS 0 12" O.C. � a M EL 100$-0" 01 ci Cq m� i / L 4 X 4 X 3 8 CONTINUOUS s 8" o GALVANIZED 1/ 2"0 X " H.S. -• " 0 24" O.C.It 1W V J� rr 3 i \_DWL 'A' �a SLAB & WALL REINFORCING #5 0 12" O.C.B.W. r 7 1 /4" DOCK LEVELER $ TYPICAL DETAIL 1 1 /2 "-- --4- — DOWEL 'A' FIN. FL � I • aF (�� • _ « GRADE BEAM REINFORCING: 2 5 TOP CONTINUOUS 25 BOTTOM CONTINUOUS #3 'b 018" O.C. 2#4 CONT. INTERMEDIATE T.O.P. EL �`�--- 10" TRAPEZOIDAL REF. kAN CARTON FORM 1'-0" 01 PMMEfER GRADE BEAM WITHOUT LEDGE 2 TYPICAL DETAIL 9" 2-0 r 0 LEAVEOUTS METAL KEY JOINT SLAB REINFORCING #3 x 4'-Om DOWEL\-1 2"0 x 1'-6" SMOOTH AT 12". GREASE OR CENTERED �N SLAB 0 18" O.C. AT BAR LEAVEOUTS WRAP ONE END AT INTERIOR CONSTRUCTION JOINT (C.J.) 4 TYPICAL DETAIL 7 1 /4" FIN. FL. EL. RIGID FRAME COLUMN, BASE PLATE & ANCHOR BOLTS DESIGNED BY , RIGID FRAME BUILDING MANUFACTURER ELEVATION RIGID FRAME COLUMN BEARING ON GRADE BEAM OR PILASTER 7 TYPICAL DETAIL 4'-5" 7j SLAB OVER PANEL AT DOORWAY 9 TYPICAL DETAIL COLUMN 9" 9" -�- Je 4-#6 VERT. `-- "p 13 STIRRUPS 06).C. a � WALL PANEL C*4 COLUMN PurrrE+ 2 TYPICAL DETAIL NOTE: SAWN JOINT SHALL BE CUT WITHIN 24 HOURS OF SLAB PLACEMENT. SLAB REINFORCING CENTERED IN SLAB SAWN JOINT (S.J.) rj TYPICAL DETAIL DOWEL SCHEDULE SCHEDULED DOWELS ARE MARKED "DWL" ON THE SECTIONS AND DETAILS. "B" "A" I MARK SIZE "A" "E3" SPACING A #3 1'-6" 1'-6" 18" O.C. i S < #5 EACH SIDE TIED 60 TO HORIZONTAL BBUd REINFORCING STEP IN GRADE BEAM ELEVATION 10 TYPICAL DETAIL < CENTERLINE PILASTER & PIER f EL 100'-0" Of f VERTICAL 2#5 _.l`l _. ' #3 � 12 O.C. TYP. " PLAN ADDITIONAL REINFORCEMENT AT PILASTER 11 TYPICAL DETAIL 1 GENERAL NOTES 1. . GENERAL CONDITIONS A DESIGN LOADS ARE A5 FOLLOWS. ROOF LIVE LOADS (REDUCE WHERE APPLICABLE) 20 PSF DESIGN WIND PRESSURE: P = (Ce)(Cq)(gs)(1) EXPOSURE COEMCIENT: EXPOSURE "C" Ce = 1.I3 �T.j 5-0FTCe1.920-25 Ce 1.Z3 25-30 FT. PRESSURE COErFICIENT: Cq = 1-,I BUILDING FRAME (METHOD 1) Cq = Q WALLS (INWARD AND OUTWARD) Cq = 0.7 ROOF (UP -LIFT) STAGNATION PRESSURE: 70 MPH qs = 12.6 PSF IMPORTANCE FACTOR: I = 1.0 B. STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE, 1994 EDITION. C. CONSULT STRUCTURAL ENGINEER IF LOCATIONS OR DESIGN WEIGHTS OF ROOF TOP UNITS DIFFER FROM THOSE ON PLANS. D. ALL EXISTING COR DITIONS SHALL BE FIELD VERIFIED. E. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. F. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF OTHER TRADES (MECH'L, ELEC'L,. ETC.) PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS. G. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO FABRICATION, FORMING, OR PLACEMENT OF MATERIALS. GENERAL CONTRACTOR SHALL REPORT DISCREPANCIES IMMEDIATELY TO ARCHITECT AND SHALT. PROCEED WITH CONSTRUCTjON ONLY AFTER DISCREPANCY HAS BEEN RESOLVED. H. THE DETAILS DESIGNATED AS "TYPICAL DETAILS" APPLY GENERALLY TO THE DRAWINGS IN ALL. AREAS WHERE CONDITIONS ARE SIMILAR TO THOSE SHOWN IN THE DETAILS {I. SITE A ALL DRILLED PIER,; SHALL BE UNDERREAMED PIERS BEARING IN THE SHALEY CLAYS AT APPROXIMATELY 17 FEET BELOW EXISTING GRADE OR FINAL GRADE, WHICHEVER IS DEEPER, FOR ESTIMATING PURPOSES. ALLOWABLE BEARING PRESSURE IS 5000 PSF. B. BUILDING PAD SHALL BE AS FOLLOWS: 1. THE BUILDING SITE SHALL BE STRIPPED OF ALL TOPSOIL, VEGETATION, ROOTS, OLD CONSTRUCTION DEBRIS, .OR OTHER ORGANIC MATERIAL 2. THE SU86RADE SHALL BE FIRM AND ABLE TO SUPPORT THE CONSTRUCTION EQUIPMENT WITHOUT DISPLACEMENT AND BE COMPACTED AS RECOMMENDED HEREIN. SOFT OR YIELDING SUBGRADE SHALL BE CORRECTED AND MADE STABLE BEFORE CONSTRUCTION PROCEEDS, ANY OLD FILL FOUND ON THE SITE SHALL. BE RE -WORKED TO PROVIDE ADEQUATE SUPPORT FOR FOUNDATIONS AND PAVEMENTS OR SHALL BE REMOVED, THE SUBGRADE SHALL BE PROOF ROLLED TO DETECT ANY SOFT SPOTS, WHICH IF EXIST, SHALL BE RE -WORKED, COMPACTED AND TESTED. PRIOR TO FILL PLACEMENT, THE SUBGRADE SHALL BE SCARIFIED TO A DEPTH OF APPROXIMATELY EIGHT (8) INCHES AND RECOMPACTE;D TO THE DENSITY 95% TO 100% OF STANDARD PROCTOR. (ASTM 0 698) AT A MOISTURE CONTENT OF 0 (ZERO) TO 4 (FOUR) PERCENTAGE POINTS ABOVE OPTIMUM. 3. CONTRACTOR SHALL PLACE A MINIMUM OF THREE (3.0) FEET OF,SELECT FILL. 4. ALL FILL REQUIRED IN BUILDING AREAS SHALL. BE SELECT FILL HAVING A PLASTICITY INDEX BETWEEN 5 AND 15 AND A LIQUID LIMIT LESS THAN M. 5, All FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING NINE (9) INCHES IN UNCOMPACTED THICKNESS, AND BE COMPACTED TO A DENSITY BETWEEN NINETY-FIVE (95) AND ONE HUNDRED (100) PERCENT OF STANDARD PROCTOR (ASTM D 698), AT A MOISTURE CONTENT RANGING BETWEEN ONIE (1) PERCENTAGE POINT BELOW OPTIMUM TO THREE (3) PERCENTAGE POINTS ABOVE OPTIMUM (-1 TO +3). 6. COMPACTION TESTS SHALL BE TAKEN AS FOLLOWS: ONE FIELD DENSITY TEST PER LIFT, FOR EACH 2,500 SQUARE FEET FOR BUILDING AREAS. EACH LIFT SHALL BE COMPACTED, TESTED AND APPROVED BEFORE ANOTHER LIFT IS ADDED. C. FINE GRADING UNDER SLAB SHALL BE 4" OF SAND OR OTHER SUITABLE GRANULAR FILL. D. A VAPOR BARRIER OF 6 MIL POLYETHYLENE SHALL BE PROVIDED UNDER THE FINE GRADING. E. CONTRACTOR SHALL BRACE WALL OR GRADE BEAM WHILE PLACING BACKFILL OR FILL MATERIAL.. III. CONCRETE A CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. B. REINFORCING STEEL SHALL. BE ASTM A615 GRADE 60 UNLESS NOTED OTHERWISE. C. REFER TO DOWEL SCHEDULE ON SHEET S1.1 FOR ALL BARS MARKED "DWL" ON THE DRAWINGS. D. LAP ALL REINFORCING, SPLICES 30 BAR DIAMETERS WITH 24" UNLESS NOTED OTHERWISE. E. NON-SCHEDULED HORIZONTAL GRADE BEAM REINFORCEMENT SHALL BE PLACED AS FOLLOWS: TOP BARS - SHALL BE SPLICED OVER EACH INTERIOR SUPPORT AND SHALL EXTEND INTO THE ADJACENT SPAN FOR 1/3 OF THE CENTER TO CENTER PIER SPACING. PROVIDE STANDARD ACI HOOKS AT ENDS OF BEAMS. BOTTOM BARS - SHALL BE SPLICED OVER EACH INTERIOR SUPPORT AND SHALL EXTEND 12" INTO ADJACENT SPAN. F. STIRRUPS SHALL BE SPACED AS SPECIFIED, STARTING FROM THE FACE OF EACH SUPPORT, WHEq THE FIRST STIRRUP IS SPACED AT "S/2" FROM THE FACE OF THE SUPPORT, WHERE "S" IS THE FIRST SPECIFIED STIRRUP SPACING. G. PROVIDE CORNER BARS WITH 30 BAR DIAMETER LAP TO MATCH HORIZONTAL REINFORCEMENT AT ALL GRADE BEAM AND WALL INTERSECTIONS. 2'-0" LAP MINIMUM. H. ALL REINFORCEMENT SHALL. BE DETAILED IN ACCORDANCE WITH THE LATEST ACI DETAILING MANUk. 1. CONTRACTOR SHALL. COORDINATE ALL PENETRATIONS, CONDUIT, CHAMFERS AND EMBEDDED ITEMS PRIOR TO CONCRETE PLACEMENT. J, WALL PANELS SHALL HAVE A MINIMUM BEARING AREA OF 6" BY PANEL THICKNESS ON SUPPORTS, K. TILT WALL PANELS - 00 NOT IMPOSE SERVICE LOADS (i.e. ROOF LIVE & DEAD LOADS, FLOOR UW & DEAD LOADS, BACKFILL, ETC.) UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. W. STRUCTURAL STEEL A ALL STRUCTURAL STEEL SHALL BE A36. B. STRUCTURAL STEEL CONNECTIONS NOT DETAILED SHALL BE AISC STANDARD TYPE 2 CONNECTIONS. C. ALL BOLTED CONNECTIONS SHALL USE A325 BOLTS UNLESS NOTED OTHERWISE D. ALL TYPE 2 BEAM CONNECTIONS SHALL BE STANDARD DOUBLE ANGLE TYPE UNLESS DETAILED OTHERWISE. ANGLE SIZES, NUMBER AND SIZE OF BOLTS FOR FIELD CONNECTIONS SHALL BE DESIGNED BY A REGISTERED STRUCTURAL ENGINEER, EMPLOYED I Y THE CONTRACTOR. DESIGN STANDARD CONNECTIONS USING THE SHEAR SCHEDULED OR SHOWN ON THE DRAWINGS (INDICATE AS 'V=K" AT THE MEMBER ENDS OR, WHEN NOT INDICATED, 55% OF THE VALUE FOUND BY DIVIDING THt STEEL BEAM SPAN INTO THE VALUE OF WC FROM THE BEAM TABLES SHOWN IN SECTION 2 OF THE AISC MANUAL, EIGHTH EDITION. IN NO CASE SHALL THt NUMBER OF ROWS OF BOLTS IN THE BEAM CONNECTIONS BE LESS THAN THE NUMBER FOUND BY DIVIDING THE NOMINAL =P�c • , BEAM DEPTH BY SIX (h) AND ROUNDING ANY FRACTION UP TO THE NEXT 9. HIGHEST NUMBER, ��r E. ALL WELDS SHALL BE MADE USING E70 ELECTRODES. ' F. HEADED STUDS (H.S.) SHALL BE NELSON OR BETTER. FRANI<i' ST NE_ a ...:.:.....................•...... ...... RIGID FRAME 42_435 CC A RIGID FRAME BUILDING MANUFACTURER SHALL DESIGN FRAMES, COLUMNS, BASE PLATES, ANCHOR BOLTS, PURLINS, GIRTS AND OTHER MISCELLANEOUS •,' S STRUCTURES IN ACCORDANCE WITH THE NOTED CODES AND LOADS. 'S. , FOUNDATION AND PIERS WERE DESIGNED ASSUMING RIGID FRAME AND COLUMNS WITH PINNED BASES. ANY DEVIATION OF THIS ASSUMPTION MAY CAUSE THE FOUNDATION AND PIERS TO BE REVISED WHICH SHALL BE THE RIGID FRAME BUILDING MANUFACTURERS RESPONSIBILITY, FWNA FOR PERMIT ONLY NIIANX W HM & ASSOC Consulting Engineers DATE: k",U5 9)�p 1015 W. Broadway, Suite A 9020 Capital of Texas Hwy. fort Worth, Texas 76104 North #570 ENGINEER Frank West Neal, P.E. (817) 332-1944 Austin, Texas 78759 P.E. NUNIBElt- 42435 Fax (817) 336-8620 (512) 346-3129 7291 Glenview Drive North Riohiand Hills, , Tessa 76180 7WOphone 817 688-1722 Facsimile 817 695-2916 Ar0hitect11 GSBtBATEN.H0RST �nsic7Ns 0 RU PER owes REQUO 6/7/96 2 � LEVELERS 6//1L2/\96 or NC 1 T7 PYRAMID. BUILDING SYSTEMS,, INC. 409 West Vickery, Boulevard Fort Worth, Texas 76104 PROJECT KFS, In C. AIR FREIGHT SERVI�`ES GRAPEVINE, TEXAS FOUNDATION DETAILS - + GENERAL NOTES SCALE. PROJECT t�so8 DATE 5-29—" DRAWN ■ MAR CHECKED BINDING rw-a ORDER #4 x 2'-0" E.F. E" FLARED TOP -----�,► �` ""'1�'� t .. w _ S S " i OF PIER ��`�-.�---O.F. v' R /8 x x O -8 EMBED PLATES � � 0 3/16 V (L PIER AND REFER TO 2 f S1.2 0 � 1�-- 1 #4 x 3,- 0" E.F. PANEL JOINT 0 ER0 15• .� I.F. TOP OF PIER EL. \ `�t\,12! w o a �' _ I --- REF. PLAN -, — -1 Q ? W w R_ 8 x 12 x 10-Oa •a..r..�r� �---O.F. W1 4-1 2"0 x 4" H.S. NOTE: PROVIDE STEEL REFER TO 3/16 FOT TYPE OF SHIM - a SHIMS BELOW PANELS FOR TO BE USED FLARE T OP OFPIERS PIER AT FIXED CONNECTION w W 1'-0" 1'-0" FOR BRG. AS SHOWN FL �r MIN. MIN. G_ PIER 1 $—Oa it -ON / PLAN 10 PANEL TO PIER -FIXED CONN. (F.C.) WALL PANEL TO PIER CONNECTION 1 TYPICAL DETAIL 2 TYPICAL DETAIL TYP. 7 1 /4 PANEL REINF. " VERT. # 4 0 12" O.C. f 2 _0 HORIZ. #4 0 18" O.C. REFER TO 6/S1.2 FOR PLACEMENT OF REINF. / 7/S 1.2 �--- 15 CONT. 0 PERIMETER- . OPN'G < 2#5 ALL SIDES CENTERED 1 EA. FACE 15 x ORNERS �. /< #5 x 3'-0" DIAG. �' CORNERS CENTERED �, � / 2 -0" NOTE: OTHERS SHALL PROVIDE REINF. REQUIRED FOR UFTING PANELS PANEL REINFORCEMENT PANEL REINFORCEMENT AT OPENING TYPICAL DETAIL TYPICAL DETAIL 1 1/2" CL. REF. PLAN 3 16 V 2-8. a 1 1/2' CL. --�, ' REF. PLAN 3j16 V 2-8 WALL PANEL -SLAB REINF. FIN. FL. _ e 2'_0" REF. TO TYP. C.J. DETAIL - _ �--- DWL. 'A' 13 WELDED TO SLAB AND FIN. GR. ADDN'L VERT. PANEL. DOWEL AT EVERY �= #5 � 18" O.C.I�F. THIRD BAR (WALL PANEL BRACING --� TOP OF PIER El = SHALL REMAIN IN PLACE F REF. PLAN UNTIL SLAB LEAVE -OUT HAS CURED) c a ci r- cn SLAB LEAVE -OUT AT CONCRETE WALL PANEL 3 TYPICAL DETAIL ---IE1/4X3X0'-4" o w 3/16 V -- It 3/8X 5 1� f 2 X 0'-10" WITH W 2 1/2" 0 X 4 HEADED STUDS EAC PANEL a INSIDE FACE ui �' 1 11 l M MAX VPANEL OPENING REINF. 1/2- JOINT TYP. PANEL REINF. _PANEL REINFORCEMENT PANEL TO PANEL CONN. AT TOP r-TYPICAL DETAIL TYPICAL DETAIL WALL PANEL w t --SLAB REINF. DWL. `A' N, __________ ___ FIN. FL. _ FIN. FL. _ * CL. L * CL. N ' 2 _0 REF. TO M. C.J. DETAIL 1 1/2" CL. t�--- DWL. A #5 WELDED TO SLAB AND PANEL DOWEL AT EVERY FIN.GR. ` ADDN'L VERT. THIRD BAR 15 0 18" O.C.I.F. . (WALL PANEL BRACING ---� TOP OF PIER EL SMALL REMAIN IN PLACE TOP OF PIER EL. • REF. PLAN UNTIL. SLAB LEAVE -OUT REF. PLAN HAS CURED) cn SLAB LEAVE -OUT AT CONCRETE WALL PANEL SLAB OVER WALL PANEL AT OPENING 10 TYPICAL D ETAI 1. 11 TYPICAL DETAIL b Y SEE RETAINING WALL SCHEDULE FOR SIZES & DIMENSIONS 3" CLEAR SAND & GRAVEL B BACKFILL �-", 2" WEEP HOLES _ 0 4'-Om MAX. • • • . W X � •. U FINISH GRADE ,,. '' wry • Lw •e�Z A C a o • moo 1 1/2" x 3 1/2" M SHEAR KEY W RETANING WALL 12 TYPICAL DETAIL RETAINING WALL SCHEDULE WALL HT. X Y T W A B M 0' TO 4' 4" 8" 10" 3'-0" 14 0 12" #4 0 12" #3 0 12" 4' TO 6' 1'-6" 8" 10" 4'-6" #4 0 12" #4 0 12" #3 0 12" 6' TO 8' 2'-0" 8" 12" 5'-0" #4 0 14" #5 0 14" #4 0 10" 8' TO 10' 3'-0" 10" 16" 7'-0" 14 0 10" #5 0 10" #4 0 10" 10' TO 12' 4'-0" 10" 18" 9'-0" 140 8" #6 0 8" #4 0 10" 12' TO, 14' 5'-6" 12" 18" 11'-0" 15 0 12" 6 0 61#,F. t 0 18" E.F. IN WAU a-F., P ONLY IN FOOTING T.O.P.C. t It `q PIER CAP REINFORCING: VERTICAL 4 6 3 � 0 1 A.C. T.O.P. EL. REFER. PLAN . DOWELS - REFER . TYPICAL PIER DETAIL �- CENTERLINE COLUMN & PIER PIER CAP AT COLUMN 4 TYPICAL DETAIL L4x4x3/8xO'-8" W/ 2-1/2-0 X 4" H.S. 1 /2" JOINT10 , SEALANT W/ FOAM ROD CENTERUNE PLATE R_ 3/8x3x0'-8" _1R_ 3/8x8x0'-8" W/ 2-1/2"0 X 4" H.S. 3/16 V -'-- PLAN PANEL TO PANEL CONNECTION AT MID -HEIGHT AND 6" BELOW T.M.Q. 9 TYPICAL DETAIL 3 012" O.C. I III 1 (t--►li-- /.-- HORIZ. #3018" G7 O.C. EA. FACE - PAVING a O t 10" WALL AT RAMPS 13 TYP I CAL DETAIL f 1`RANK t��EST N tMiL ....................... ...s STe FOR PERMIT ONLY DATE: ENGINEER Frank West Neal, P.E.. P.E. NUMBER 42435. 1 2 3 4 5 $ 351'_S. " " t " • " r r a " " " " i 7 1/4 50-0 1/4 50'-0 ++ 50 -0 } 50 -0 50'-0 50 -0 500-0 1 -1 i /2 5'-1 1/2' 21'-0" 21'-6" 151-0" 20'-0" 15,40 21'-6" 21'-0" -6" 20•-0" 15'-0' 15'-0' 20'-0* 15'-0' W-0" 20'-0' 15'-0" r 15-0" 20'-0" 16'-1 1/2" . • I J . + Iyv • 1 • • • i � `�l�, !v♦ �,l�, �l�, 9lv. kof& ee�e�e2���O `�' O • Q ♦ O O O O 4 CJ O w�.�00� �O���b�i �0� i 0i y0i y0i 'OO i O'1g — It ' - J'1 • J r - "�' lei- Y J - .. - - _ b' - _b_ _ O O Aj M a O S.J. o - a -0. to U V'> U ♦ N U N U .O. N �l�e 9 Oc' Oc' �Q �O i4��O C.J. iv O 1. N �• ,�lO♦ S.J. p " f 5'-0'7'-'0"S'-0" 8'-0' .5'-0" �-- 3'-6" 49 N r--11 5--11 5---1 �h O r- L II i i I i I �FF11:1 i • a� E e1� eg' '' � _ �' j �' oF� e`A e� � e1y - e� f eF� e� f e� e� � y0 i i i yi ,OOi y0 y0 i $ yg i .�O �Oy� A Oh �O Oh O O Oh 12/S1.2 ir. 7 1/4- 22'-6" 20'-00 20'-0" 25'-0" 25'-0" 25'-0" 25' •0" 25'-0" 25'-0' 25'-0" 25'-0" 25$-0" 25$-0" 25'-0' 12-7 1/: ' • "�O ! � + �6 ! �O 9!O` OlO 10 FOUNDATION PLAN SCALE 1/16"=1'-0" PLAN NOTES: 1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILJTY TO VERIFY ALL DIMENSIONS SAND ELEVATIONS PRIOR TO BEGINNING CONSTRUCTION. 2. REFER TO SHEET S1.1 FOR GENERAL NOTES AND TYPICAL DETAILS NOT NOTED ON PLAN. 3. FINISH FLOOR = DATUM ELEVATION 100'-0", ACTUAL = 633.0' 4. PIERS ARE NOTED ON PLAN THUS: 1 0" PIER SHAFT DIA./BELL DIA. 98'-0" TOP OF PIER ELEVATION 5. PIERS AND COLUMNS ARE CENTERED ON GRIDLINE INTERSECTIONS UNLESS DIMENSIONED OTHERWISE ON PLAN. 6. COLUMNS ARE NOTED ON PLAN THUS: 4"0 COLUMN SIZE (STD. PIPE U.N.O.) BP 1 BASE PLATE MARK. REFER TO BASE PLATE SCHEDULE FOR INFORMATION. 7. FLOOR SLAB SHALL BE 5" THICK CONCRETE REINFORCED WITH #3 0 14" O.C.B.W. CENTERED IN SLAB. 8. PROVIDE 214X3'-0" DOWELS CENTERED IN SLAB AT ALL .INTERIOR CORNERS WITHOUT A CONSTRUCTION OR SAWN r JOINT. • 9. REFER TO ARCHITECTURAL FOR LOCATION AND EXTENT " OF ALL LEDGES, POCKETS OR DEPRESSIONS. ....::.: .* f............ .......... �. FRANK WEST.NEA.,.L� ... . 42435 tt O.e �<).;9FGts7 °`< 014, N FOR PERMIT " ONLT DATE:. ENGINEER Frank West Neal, P.E. . P.E. NUMBER 42435 7291 Glenview Drive . North Richland flips, Tex" 76180 Telephone 617 589-1722 Faveimile 817 595-2918 . Architeet.si GSBiBATENHOBST REVISIONS i NORTH. PYRAMID BUILDING SYSTEMS, INC. 409 West Vickery Boulevard Fort Worth, Texas 76104 PROJECT KFS, Inc. AIR FREIGHT SERVICES GRAPEVINE, TEXAS FOUNDATION PLAN SCALE 1/15'-1'-V PROJECT DATE 5-29-" DRAWN , a MAR C*iECKED 84NDWGt DQ ORDER HWY. 114/121 PROJECT SITE VICINITY W N.T.S. . . . .. .. . . ....... . . .. ..... ... .... .......... 632 MATCH T/P P` EXISTING APPROACH- TO BE DFW AIRPORT BOUNDARY cj� MODIREU- FOR NEW ENTRANCE . . .. . . 6'R�T BOUNC)ARY . . .. . .. . .. R --------- X-,lL ------- X ------ T-------- X --------- X --------- X --------- X --x - - - - - - - - - X, 631.80 EXISTING EXXON ov-D MATCH PIPELINE SIGN EXISTING 6EXISTING'GROUND EXIST. 4' diq. CHAINLINK FENCE METER VAULT EXISTING/GROUND STORAGE TANKS STORAGE TANKS (WATER) 1633.00 TC I (WATER) CIS`iIiimm mom 1�= Xl� 6'1111111111111111111111 633.00--TC-] FIRE HYDRANT 41 VAI\/F VAULT UNN141­111r\ rMUL S 44! 30' 18" E - 21.5 - APPLICANT JAMES F. KELLER 756 PORTAMERICA PL SUITE 700 GRAPEVINE, TX 76051 (817)488-4115 - LEGAL DESCRIPTION 288 ACRES TRACT IN THE WILLIAM BRADFORD SURVEY A-131 TARRANT COUNTY, TEXAS - PRESENT USE OF PROPERTY VACANT - ZONING CLASSIFICATION LIGHT INDUSTRIAL i n SWA t % 630.24 '631.04 1 00* 29' 45" E 434.92' WATER METER --�35.35 632r.24 1632.97 633.74 6314.29 636.16 -0 636.73 1,106.55 1 5' E/ CORP. L.F>602. PG: �9 90 ,57ME7T ENSERCH PP PP -------------------------------------- ---------- ------------------------------------------------- --------- qhf� ------------- --------------- --- - - - - - - - - 25' x 25' TC 7-1 632.90 TC I EASEMENT TO 629 631.57 TC 1631.80 TC 1632.35--T.C-1 1632.73 TC ENSERCH CORP. WITH 8' CURB INLET 626.74 FL 630 FUTURE CONIC. PAVING DROP STRUC E VOL. 9947, 63 63 #3 16' O.C.E.W. APP�� PAGE 2348 14988 S.F. 935 1629-10 TP 1 631.40 TP #3 @ 16"' O.C.E.W. CONC. DRAINAGE FLUME WITH #3 @ 15' O.C.E.W. ---- ------------------ ----------- --------- lip ------------------------- EXISTING ---- -- ------------ --- - - - - - - - - - - - - - - - - - - A APPROX.135- Sl.`�f 57•• ------- 1132.20 TP LONE STAR GAS I U FAR0 G SPAC,ES 631 REGULATORS IVY, 6 632 FA KING ',PACES 10 PARQ-G SPATES 6 IIARKINC SPACI'S 91 1 Typ 4 FUIURE 4ACES 1.96 33 6 7 633 EXISTING 6' i87 634.54 630.�2 TP 5.45 636 52 65.9�1 X 1 1 836.871 X , I -L- f , X 632.d4t TP 632.90 TW 6 0AINLINK FENCE 32.90 163'2.9 X 1632.90 TW' 163i90 TW EWAI-K WITH'-,,, 163 4" CONC. SID' FUTURE 4 CONC. SIDEWALK--- 0 #3 #3 @ 18" O.Q.E.W. APPROX. o. 18" O.C.E.W., APPROX. 626.32 I 1,760 S.F. 225 �,,F. 625,32 FUTURE Ld 633.00 co C\4 F w > PROPOSED�'\,BUILDING EXPANSI 0 - i ry �---350' x 100' (351\000 635.89- S.F.) 35' x 10 OFFICE., and WAREHOUSE�, (31500 S.FF 00 N. , I -1001d , 'SPRINKLED,WAREHO o z 21 UJI IN; 10OX SPRINKI2 < PROPOSED USE AIR FREIGHT FORWARDING' WAREHOUSE WITH SUPPORT, OFFICES AND STAFF zi Ax LL- Cif 624.- 6 LLJ Lo 5 FUTURE GRADE LEVEL -FUTURE,.QOCK DOORS < o OVERHEAD DOORS614121 a) .72 14) X 16,32.50 1/P I 1 II II III II III III III 1II 'tII ' ,�III ' 1III . IIII IIII III �.�.I2�. II vI (TI YI I 3�11k3 633.00\ X bo� 00 K 1129.09't)< 1 00; ry 0 F -1 F -1 F -1 "632 F -1 F -1 F-71 F-1 E--x[ 1, F -1 F -1 TOP OF WALL < bo 32 0 j-4' .0c S E HII! (TYRA 2 629. I IF6 2 t9 2� C �E C P 01 0)1 FUTURE 6" CONC. PAV G WITH 0) 63 z 0, F R D TAI TYPIC.,kL) 637 #3 14� O.C.E.W., A ROX. 63 1 N3 z 2,100 S.F. 'C2 -3 0 MATCH TOP FIK,LANE TURNAROUN 630 OF PAVEMENT 'T�� GIUARDI R�L I' AS PtR-,,CITy REQUIREV OT�E S PIC L)9 1 .629, P OF WALL 'X 1 $30.50 X 623.7 626.29 .628 lb -I ujo- 00 ox ........ , -..I X1 I I t, I I I I X 622.10 DRAINAGE 621.31 TG CHANNEL r ----------------------------- 14 RCP 4'x8' BOX L- ----------------- U %619.82 TG to MATCH TOP %0 OF PAVEMENT Uj z-i z in a_ z in _928187 31 I LE RE------- *636.04 L 63t El HT 635.19 H A 6322.82 6 .27 '62 If .6� 1 -1 1 -1 1 1 1­ 1 L" I L -J L I-,,,L I L I L I L -J L I L L -J )(--'-J L I L I ---------- ---------- ---------- --------------------- ---- ---------- --------------- ----------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1629.60T/P OP OF WALL 6 24' FIRELANE 6.50 ­26 LLJ :Z: - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - J: Iz - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- 627.02 628.32 X 6 X -- -- X 630.82 '4.02 3.00 X C..-PAVING WITH T WALL #3 0 Q-7 S.F --- ---- 6 CURB--- 42,029 E4 ----- ­ -- ---- PP, 620.90 621.60 P - - 4 --- -1 f PP e 628.824" 2­' 6�j 622 EXISTING EXISTING 623. 10 T/C EXISTING 625.38 T/C 0 625.00 T/C EXISTING 623.86 T/C 624.47 T/C EXISTING CURES 623.27 T/C 449­ - - - - - - - - - - - - - - EXIS17NG' - N 00- 29' 3 6" W 0%0 EXISTING PARKING EXISTING .52 T/C I-V I a I!L- 0 lal.11JU APPLICATION FOR VARIANCE I­U REMOVAL NINE 6 CONC. PAVING 627.50 T/C EXISTING 6' z -FIRE HYDRANT OF LANDSCAPE BUFFER SUBMITTED FEB. 26, 1996 #3 0 14» O.C.E.W., DUMPSTER LOCATION CHAINLINK Fr-NCE < D APPROX. 455 S.F. 3: 0 li: C=.8 Q=CIA TP=40 The runoff of DA-1 DA-2 of this site 6" CURB WITH BEAM TO PROVIDE 6' HIGH SCREENING U- M is collected by the drive and is conveyed 6" BELOW TOP OF EXISTING CURB FENCE - CHAIN LINK FENCE a nA- I =0 -Z acres DA-2=0.86 acres DA- 1 Q=CIA Qs = .8 6.6� .3 12.1 cfs Q25 = -8 9-3 -3 17.1 cfs Q ioo= .8 11.6 (2.3)=21.3 cfs DA-2 Q=CIA Q.5 = .8 6.6) - cfs Q2,5 = .8 M:4.5 9.3 .8 6 6.4 cfs Q ioo= .8 11.6 (0.86)=8.0 cfs E0 Portamenco. Portomerlco conveys by gutter flow, the runoff 610 feet to the west where it discharges into an earthen channel. The concrete flume required to convey DA- 1 to the street i4 as follows: MAN-MADE CHANNELS VARIABLE LIST: Y-FLOW DEPTH B-CHANNEL BOTTOM WIDTH S-CHANNEL SLOPE Q-FLOW RATE M-CHANNEL SIDE SLOPE N-CHANNEL ROUGHNESS VARIABLE TO BE SOLVED (Y,Q,B,M,S OR N) ? Q Y FT ? .5 R SULTS Q= 8.33 cfs 8 FT ? 4 A= 2.00 sf M FT/FT) ? 0 P= 5.00 ft S FT/FT) ? .006 V= 4.17 fps N FT-1/6 ? .015 F= , 1.04 SUPER -CRITICAL FLOW WITH REDWOOD SLATS - CONSTRUCTION NOTES ALL THE REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. 20'-Y' 20' 10' 0' 10' 20' 40' MEME - M immmA m � - I GRAPHIC SCALE M1 Glenview Drive North Richland Hills, Texas 76180 Telephone 817 589-17ZO Facsimile 817 595-2916 IArebitectsi G S B A A T E N H 0 R S T JOHN D. ZIMMERMAN PE, RPLS 908 West Main Street Arlington, Texas 76013 Telephone (817) 461-0188 Facsimile (817) 795-7880 REVISIONS 1 CITY COMMENTS 3118196 2. REVISED GRADES 3129196 3. REVISED TRUCK DOCKS 714196 � ON01 ;I ir 6 PYRAMID BUILDING SYSTEMS, INC. 409 West Vickery Boulevard Fort Worth, Texas 76104 N/ A`F S, inc. AIR FREIGHT SERVICES GRAPEVINE, TEXAS GRADING/ DRAINAGE e "k�N 4A PLAN C31 �04 SCALE r-w PROJECT 36920 0 DATE 6 toy DRAWN ■ AVN CHECKED BINDING J I 12" WATERLINE (PER RECORD DRAWINGS) .ram . . ��� �. . • �� I 12" X6" TAPPING SLEEVE - � AN D VALVE I ~ 12" WATERLINE (PER FIRE MARSHAL) (V F J' DETECTOR_ CHECK= � CONTRACTOR TO VERIFY I VALVE . 1-1" METER (DOMESTIC SERVICE) 1 -1" METER � 10' (IRRIGATION) �� 30' BUILDING LINE I I I 1 C7 I , I p I I I I I I I I III �I -----_J \ II� I I I � I I I I I I I n 3/4" METER BOX WITH RED PAINTED LID AND METAL TAG TO BE LOCATED 3' BEHIND CURB TOP OF BOX TO BE AT OR 3/4 METEf� SLIGHTLY ABOVE (1" MAX.) EXIST. GROUND 3/4" CURB STOP 3/4 CURB STOP I— IIII- 8-1D" 1 2-3/4" QUARTER BEND COUPLER (COPPER TO MALE I.P. THREAD) 42" MIN. 2-3/4" METER COUPLINGS 3/4" TYPE "K" WITH 1 /8" METER COPPER ---�GASKETS TAPPING SLEEVE & PROPOSED VALVE WITH BOX WATER LINE FLANGE X P.E. SPOOL W EXIST. WATER MAIN >< 0v- OvV°Ov,OU 0V. O O O "�_ J_0 0 00 0 O O 00 O c3 D O O O 0 �0000000000000000000o0000 00000000000000 0000000c 0000000o OO O 000 00 ° 0po 000 00 ° 00 0 00o O 000 000 o .,o 0°0^ O0ono0 no nn0 �1° °0°.,o °00000000� rn ^ 0 - r N CONCRETE THRUST BLOCK 4" MIN. CRUSHED STONE To BEDETECT DO BLEOR C POLYETHYL NEK WITH TRIM METER EMBEDMENT WRAPPED 0 rn DETECTOR CHECK & METER DETAILS WRENCHNUT PLAN VIEW _ Z" MIN, T USE 2 SINGLE METER BOXES SIDE BY SIDE. I ( -2" MIN. 1" CURB STOP TOP OF BOX TO BEAT GROUND LINE OR SLIGHTLY ABOVE (1" MAX.) EXIST. GROUND. CURB I I I I F I I , I I �. o 0 1 - 1" METER COUPLINGS WITH 1 /8" POLYETHYLENE GASKETS �? to 1 - 10 3/4" x 1 1 /4" O.D. GALV. PIPE SPACER .. (THREADED BOTH ENDS) 1 - GALV. OR PLASTIC THREAD PROTECTOR CAP _z ,1" QUARTER -BEND COUPLING — r (COPPER TO MALE I.P. THREAD) 1" CORPORATION STOP : — 1" TYPE "K" COPPER '-`--WATER MAIN* ELEVATION Final Installation is Shown. After the Services Have Been Installed but Prior to Placement of Meter Boxes, the End of Each Service Shall be Marked With Polyethylene Film and a 2" X 4" X 2'-6" Long Stake Painted Green and White. After Street Construction is Compleated and the Parkway Graded, the Water and Sewer Contractor Shall Install a Meter Box Over the End of Each Service. * Where Tapping Existing Mains or PVC Water Mains. Double Strapped Bronze Saddles Shall Be Used. 1" WATER SERVICE GENERAL NOTES 1. All materials and construction shall conform to City of Grapevine Standards and Specifications, or be approved by the City engineer. Special attention shall be given to Zoning Ordinance, Section 52 "Tree PresOrvation" . 2. Water mains shall be PVC, DR 18, AWWA C-900 (12" or smaller). 3. All 6—inch water mains shall have a minimum cover of 42 inches below finish grade or as required to clear other utilities. 4. All water services shall be 1 or 1 1 /2 inch type K copper with 1—inch bullheads on common lot line or 1—inch copper otherwise and located as shown. 5. The location of all utilities indicated on these plans are taken from existing public records. The exact location and elevation of all public utilities must, be determined by the Contractor. It shall be the duty of the Contractor to ascertain whether any additional facilities other than those shown on the plans are present. 6. Contractor shall provide engineer dimensions to all services, and other information to produce as —built plans for the City's records. Contractor's retainage shall be withheld untill all field ties have been provided to the Engineer. 7. Water meters are to be located at the property line. 8. Contractor shall be responsible for submitting a trench safety plan to the City of Grapevine, Public Works Department, at the time of the preconstruction Meeting, or prior to beginning construction of these improvements, and shall be In accordance with the City Standard, Texas State Law, and O.S.H.A. Standards. 9. When installirng water mains at sanitary sewer crossings, no joint of water main shall be within nine (9) feet of the centerline of the sanitary sewer pipe. 10. Bedding and backfill shall be considered as subsidiary to installation of the pipe. 11. All sanitary sewer pipe shall be SDR 35 PVC (ASTM D3034 and green in color). 12. Exfiltration test shall be performed by Contractor on a sewer pipe by either hydrostatic or pneumatic method, as specified by City of Grapevine. 13. Pressure pipe shall be used for sanitary sewer mains located within nine (9) feet of water main. Pressure pipe shall be either cast iron or PVC, DR 18 AWWA C-90. 14. There will ba a. $500.00 fee for every T.V. check after the initial T.V. check far sanitary sewer lines. 15. No open trench shall be open overnight. It shall be the Utility Contractor's responsibility to ensure that all utility trenches are backfilled after each working day. 16. No water jetting allowed. p���moe0.a � 7 F JOHN DUSTINaZIMMERMAN ..... ;:..W ?l� Q� a 36920 11 SANITARY SEWER & WATER IMPROVEMENTS LOT 1, 6 LO C K 1 KELLER ADDITION JOHN D. ZIMMERMAN P.E., R.P.S. 908 WEST MAIN STREET ARLINGTON, TEXAS 76013 (817) 461-0188; (817) 795-7880 flax CITY OF GRAPEVINE, - TEXAS DESIGN I DRAWN DATE I SCALE I NOTES I FILE NO. 'it I R=150.00' T= 10.60' 0=8'04'57" LC = 21.1 6' j--1 0 2 Q O P.I. STA. 2+07.1 ,d (0 ti N R=150.00 T= 27.30 Li Li 0=20'30'03" 0 w LC=53.67 �0=0) 0z co N 0 �(0 p O !i 0 j Q / Q a O U~i M boLLLUIHIC �_-- METER 002-cI FANnr MS SOURCE BM: N. RIM OF GTE MANHOLE 0 S.W. CORNER INTER MAIN 0 HWY 114 IN FRONT OF JOE'S CRAB SHACK ELEV : 659.59 R=150.00 T= 27.30 0=20'30'03" LC=53.67 O O Z4� Z N S -1 0 �4 �(O U Z N Icoo Q O 0 (0 QO�O�Q 0 �Q J I OQ7 0 + Z 0 h. N 0 �_ Q (0 (0 �- < ` I 12" WAT€RMAIN _ (PER RECORD INFORMATION--)''', + � (0 m CL CONTRACTOR TO VERIF_Y..—< �t 1F- O _ Z -J Q-,"SIGN Lo Q 36x2x�5= ,�. ,8"PVC. C-900 PRE URE PIPE..:_P low- I G-- --moo Fa LO _ .. 3 4 �, MARKERS --- -` • _ :. r) Ln 0� ,accx.%: 1 =20 U PORTAMERICA PLACE ��,n� ° 5 ,° 20 3° ,} f V/ N Z �� li lli li llll IIIU IINi�llllllll li illl ii nlllllj O � 11///L..11111IL W1i�� -` �,.�rt.'K"j^�•�• !D(SQ,4Qi (0 re a W O Of(h (0 m Il- L!_ EXISTINGP12" WATER ..__ (PER FIRE MARSHAL 18 LF C-900 PRESSURE PIPE O O� CONTRACTOR TO VERIFY.. CENTERED ON EXISTING 6 WATER LINE '� LO to r.._.. ....—.._..—.._..�.._..—..—.._..._. ._. ..._.....—.._...—..—..—.._..—.. / 6" FL 616.91 K) (CROSSING AUTION o i ATERLINE �� U i I U-)a SITE BM: " ❑ " CUT IN WEST SIDE OF MINTERS CHAPLE ON �- 10' N.W.CORNER OF SITE'S ENTRY DRIVE ( I 3' �.- ELEV : 632.10 '- - 4' FL 617.78 Q� w! N: i 4 a° ASL/NE ° MARKERS OCK 3.5X2X 1.75 � + J M 0 02 ul) I Z -I- I- Z Q jpQ042 LL Fes- �o0000 w WZpcO 02 J0- a () V) u- I.- cD w U g L J ry W i5 0 CL 0+00 1-+Or) 2+3+00 4+uu S+QQ DESIGN DRAWN DATE SCALE NOTES FILE NO. JDZ AVN 7-9-96 '1=4 HORtZ 1' ' VERT , 5 1 . C,) j 11 1 1 t ld 1 1 1 F 1 1 4 -tt4 7>* i� i! i I I J I i i I (( j 1 (' j I i I I I I�--'�-�I `_ i i' �� •--t---I- '`� I � i j I(� � I+ I _I, j�l I_ �____l-._j_�_ . i � I� ' j -���_ �---L--_1 '' � I j� 'j 1, l i I-- ,l i i i� l I' (I I! -1+1 -------------i I l l I �--� � i--�--�---�--�- � i J J►! i I � j �= -�� ;; � j I j �- I -I r� I I� I� I i NOTE: REFERENCE ENLARGED FLOOR PLAN THIS SHEET FOIR THE HVAC PLAN pitF7 1-1 L-i u Lj Li Lj -T U Li u L-i U-- 'Li Li Li U�:`--u U-u L-1 L-j u u L-j Lj 2 Li Lj Li Li LiiJ II Li u u U-Li U Li L-j Li L-j if if jl PARTIAL FLOOR PLAN �'I 8, I � I�" . j . . 12 r2/A Fol l�lC AH-2 /A r�' h - CT AH kl 3 H3 12 Z C7 I CL 'ENLARGED HVAC PLAN. EF2 'EF1 EF3- r UH3 UH1 I UHF 101UH4 SCALE: 1/8'-1'-0` AIR CONDITIONING EQUIPMENT SCHEDULE UNIT CONDENSER FURNACE BTU INPUT' VOLTAGE MAKE AH-1 M Fl H 5 2 1 - Cp 5,5 Mn 6 0 N1 (A P 4/5 120000. LEI11,r)OX 5 TO ri AH-2 it 1! it AH-3 24 X 2.4" LAY -In HICFi VEL00iTY 5UPPLY CAP-11.L 24 24" LAY -In Fill-TE12- (D 5TAT 444- UM-1 HEATEl-- - LEF11"IOX Mil"I LF- 150A 150000 5-7U InIPLJT KI OTAT 607. EFF 'AUTIO tC4rl1TI0rl -4 EXHAUST F-Af) - bP-0All MODES L 150 CFM ic, r)-oop MOUFITED G0nDErZzEP- UrilT �A 01 11 /A WATER RISER IN BLD'r,. DOM. WATER SON OUT So ONLY - ­D PPE M COPPER INSULATED OVERHEAD cn () I MOLM-m-4, I A WATER FOR FUTURE 4" SAM-SEWER 31, DEEP FOR FUTURE 3W--------------------------------------------------- A, Do COO 0 Ll r LEASE A 990,000 B.T.0 GAS DEMAND 58 NAT. GAS ON REDWOOD BLOCKS IW NCENTER ON ROOF LEASE C 570,000 B. GAS DEMAND LEASE 8 570.000 B.T.0 GAS DEMAND i ! /VP.V.C- SAN- SEWER ON 1% GRADE SAN. SEWER STUD OUT 5' ONLY V.T, 71. k F1 a ❑� LJ Li Li Lj Lj Li Li LA L-i L-i L-J---Li Li Lj L-i Li L_J _4�j L-i L-i Lj_ _U Lj_ L; L-j- LJ U Lj U _Lj U­ - -U U_"' _Lj Lj_ _U U-1-u U­ --U U- -Li�! LJ 0A OAS METER MANIFOLD BY L.S.G. v --r, re jX ef 3 C, i f i FUTURE RES, ROOMS , r �.:.-- �,, r r C -3) 0 i f 14, z 12 r OFFICE FLOOR PLAN' 7 f �V\ 4 of z 01 \A G IN, 4w 1 10 L. Ezw, 2.95 C: REVISIONS NORTH PYRAMID BUILDING SYSTEMS, INC. 409 West Vickery Boulevard Fort Worth, Texas 76104 S, Inc. AIR FREIGHT SERVICES SCALE PROJECT DATE _7 2 6�.C) P� DRAWN. CHECKED BINDING fA ORDER ! i 1 i ! 1 41 GRAPHIC SCALE DFW AIRPORT PROPERTY LINE X 3t 3< x < K o N 00029'36" W 449.86' o 5' EASEMENT ENSERCH CORP. VOL. 6602, PG. 990 PP PP ; ---- ------ PP— s PPS , _ i O LO o --SEE ELECTRICAL PLAN FOR SERVICE DETALS 0000 _ / t UQE I TRANSFORMER ' f BY POWER CO. J � r i \ i = LjoP 4' PVC W/ PULLSTRINQ t ` LCM SWEEP 90 STUB UP AT POLE T ` `PP PP PP ---------------- r. S 00°29'45" E 449.92' 0 rr� Qi < m d CN m w V) cn C7 ? Z 0 � m o •z o Co < O %r) 0 CD 00 M KJ PP tw'l 25' x 25' EASEMENT TO ENSERCH CORP. VOL. 99471 PAGE 2348 t Y R �4.r� t, rr rYP GAF ENGINEERING 1244 KARLA, ST. 202 HURST, TEXAS 76053 (817) 282-2025 REVISIONS NORTH Now PYRAMID' BUILDING SYSTEMS, INC. 409 West Vickery Boulevard Fort Worth, Texas 76104 �KFS9 Inc. AIR FREIGHT SERVICES GRAPEVINE, TEXAS gm" PLAN ELECTRICAL. SCALE P-w-w PROJECT 96t}45 DATE - .. 6 18-96 QAF DRAWN ChiECiCED �VD� GAP OADER R 02, O 04 7­1 +Nsu. V ri N. TH;Ifl -------- tt '4E + - ----------------------------------------------- + 0 I U _121 I 01 0 193 IIIQ ❑ ❑ ❑ I ❑ ❑ ❑ ❑ ❑ Y x Uu L-i Lj Li L-i Lj L-3 Lj L_j ) Lj 1 LA w i L-i L_j L_j L-J, L, L-J' LJ^ Lj Lj Lj Lj T Lj Li Lj L_j L_j Li I Li L L.J Li Lj L_j Lj OC 4b] 3 Ll I A- 1(51 leh LA - 1 14- GENERAL NOTES �I ��+/7 0�z I I. ALL LIGHT FIXTURES TYPEAUNLESS NOTED OTHERWISE. f -1 1. CROSSHATCHED LIGHT FIXTURES SHALL BE EQUIPPED WITH AN 16d 1 1 _f EMERGENCY BATTERY PACK, AND SHALL BE UNSWITCHED FOR __j NIGHT LIGHTS. I(D AH IJ L J _j 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN TO / r 1 11 /7� COORDINATE LOCATIONS OF LIGHT FIXTURES IN LAY -IN CEILINGS. r I _j �� _vqoj�zo 4. SWITCH TO CONTROL RELAY TO SWITCH LIGHTS IN WAREHOUSE. LA P� [,A -9 PROVIDE 6 POLE ELECTRICALLY OPERATED MECHANICALLY HELD RELAY RATED FOR 120 VOLTS, 30 AMPS PER CONTACT. _j r C7 6 — LA - i I - L� -1 NOTES BY SYMBOL ij -- , -I." I00A/3P/250V/N3R/ FUSED AT 70 AMPS 2. 30A/3P/25OV/N]/NFDS LJ �� f 7' GAF E W�G H u F,�rvTt TNAs> REVISIONS NORTH PYRAMID BUILDING SYSTEMS, INC. 409 West Vickery Boulevard Fort Worth, Texas 76104 KFS In,, co AIR FREIGHT SERVICES SCALEf� e40W� PRC>,JEqT DATE DRAWN CHECKED-, BINDING 4pfz. � I ORDER PART 1: GENERAL 1. CODES AND PERMITS: COMPLY WITH ALL LOCAL, STATE AND NATIONAL CODES RELATING TO BUILDING �I AND PUBLIC SAFETY. SECURE AND PAY FOR ALL NECESSARY PERMITS, LICENSES AND INSPECTIONS -REQUIRED BY LAW FOR THE COMPLETION OF THE WORK. 2. EXAMINATION OF SITE: EXAMINE AND INSPECT THE SITE TO DETERMINE CONDITIONS WHICH WILL AFFECT THE WORK AND INCLUDE ALL WORK RELATED TO SITE CONDITIONS. 3. MATERIALS AND WORKMANSHIP: MATERIALS SHALL BE NEW AND SHALL BEAR THE UNDERWRITER'S LABORATORY LABEL. PERFORM THE WORK WITH COMPETENT MECHANICS, SKILLED IN THEIR TRADE, TIMELY PLACING ALL MATERIAL AS THE CONSTRUCTION PROGRESSES. 4. SHOP DRAWINGS: SUBMIT MANUFACTURERS PRODUCT DATA ON ALL MATERIAL PROPOSED FOR THE PROJECT. 5. WATERPROOFING: INSURE THE INTEGRITY OF WATERPROOFING WHERE CONDUITS AND OTHER EQUIP- MENT PENETRATE THE EXTERIOR. 6. CONCRETE FOUNDATIONS: PROVIDE STEEL REINFORCED CONCRETE PADS FOR ALL FLOOR MOUNTED ELECT. EQP. 7. PAINTING: MATERIAL IN ELECTRICAL ROOMS SHALL CONTAIN CLEANED FACTORY FINISHES. 8. IDENTIFICATION OF ELECTRICAL EQUIPMENT: LABEL ALL SWITCHGEAR, PANELS, STARTERS, DISCONNECTS, ETC. WITH ENGRAVED LAMINATED NAMEPLATES ATTACHED TO EQUIPMENT. 9. ELECTRIC SERVICE FOR TESTING: PROVIDE ELECTRIC SERVICE TO HVAC EQUIPMENT, PUMPS AND FANS IN SUFFICIENT TIME TO PROPERLY TEST ALL EQUIPMENT. 10. ACCESS DOORS: PROVIDE AND INSTALL ACCESS DOORS TO ALL EQUIPMENT REQUIRING ACCESS FOR MAINTENANCE WHICH IS INSTALLED IN CONCEALED CONSTRUCTION. 11. GUARANTEE: CONTRACTOR SHALL LEAVE ENTIRE SYSTEM INSTALLED BY HIM IN PROPER ORDER AND SHALL REPLACE WITHOUT ADDITIONAL CHARGE ALL WORK AND MATERIALS WHICH MAY DEVELOP DEFECTS, EXCEPT ORDINARY WEAR AND TEAR, WITHIN A PERIOD OF ONE YEAR FROM THE DATE OF FINAL INSPECTION TESTING AND ACCEPTANCE BY THE ARCHITECT. PART 2: MATERIALS AND EXECUTION A. CONDUITS 1. RIGID GALVANIZED STEEL: FOR CONDUITS 2" AND LARGER, FOR FEEDERS AND IN WET LOCATIONS. Y 2. EMT. FOR CONDUIT 1-1/2- AND SMALLER, FOR BRANCH CIRCUITS IN DRY LOCATIONS. 3. , PVC: FEEDER CIRCUITS -DIRECT BURIED OR CONCRETE ENCESED SHALL BE SCHEDULE 40. 4. FLEXIBLE CONDUIT: FOR FINAL CONNECTION TO LIGHT FIXTURES AND MOTORS. 5. FITTINGS: PER NEC. 6. SUPPORTS: IN ACCORDANCE WITH THE NEC. WIRE TIES ARE NOT ACCEPTABLE. 7. SIZE: 1 /2" MINIMUM. B. CONDUCTORS: CONDUCTORS SHALL BE COPPER, THHN FOR BRANCH CIRCUITS, THWN FOR FEEDERS, INSTALLED IN ACCORDANCE WITH THE NEC AND COLOR CODED. C. WRING DEVICES: PROVIDE SWITCHES EQUAL TO HUBBEL 1221-1 SERIES AND DUPLEX RECEPTACLES EQUAL TO HUBBEL 5362-1 SERIES. GROUND FAULT RECEPTACLES EQUAL TO HUBBEL GF5352-1. PROVIDE IVORY COVER PLATES EQUAL TO SIERRA. D. STARTERS AND CONTROLS: STARTERS WILL BE FURNISHED BY DIV. 15 AND INSTALLED UNDER DIV. 16. PROVIDE POWER WIRING TO ALL MOTORS. E. FUSES: FUSES SHALL BE CURRENT LIMITING, BUSSMAN KRP-C ABOVE 600 AMPERES, AND BUSSMAN FRN-R FOR 600 AMPS AND BELOW. F. PANELBOARDS: SHALL BE EQUAL TO SQUARE D, GENERAL ELECTRIC, OR WESTINGHOUSE. USE BOLT -ON CIRCUIT BREAKER LIGHTING PANELS. C/B'S SHALL BE RATED TO INTERRUPT FAULT CURRENT AVAILABLE. G. LIGHTING: PROVIDE ALL ITEMS NECESSARY TO SUPPORT AND SECURE FIXTURES AND PROVIDE SPARE LAMPS OF EACH TYPE. ALL FIXTURES SHALL BE COMPLETE WITH BALLASTS, AUXILIARIES, ACCESSORIES HANGERS, LAMPS, ETC. AS REQUIRED FOR A COMPLETE INSTALLATION. H. TRANSFORMERS: SHALL HAVE CLASS H INSULATION RATED 150 DEG. C RISE, DRY TYPE, INDOOR GENERAL PURPOSE WITH TAPS. SQUARE D OR EQUAL. 1. TEST: CONTRACTOR SHALL SHOW BY DEMONSTRATION IN SERVICE THAT ALL CIRCUITS AND DEVICES OPERATE. LIGHTING FIXTURE SCHEDULE TYPE VOLTS DESCRIPTION MOUNT LAMPS A 120 2 X 4 FLUORESCENT LAY -IN (4)F4OT12-RS/CW DAYBRITE OR LITHONIA B 120 40OW MH LOW BAY 40OW MH PENDANT DAYBRITE OR UTHONIA C 120 SIN SOCKET SURFACE 10OW A19 IF PPOORRC D 120 10OW MERCURY VAPOR DOWNLIGHT 100 W MERCURY VAPOR RECESSED DAYBRITE OR LITHONIA EM 120 TWO HEAD EMERGENCY LIGHT 2- 9W HIT WALL EMERGILITE JSM18-21A-TD10 F 120 WALL PACK 40OW MH WALL DAYBRITE OR LITHONIA X 120 EXIT LIGHT W/ BATTERY PACK UNIVERSAL INCLUDED EMERGILITE OR LITHONIA LIGHTING FIXTURE SCHEDULE NOTES 1. WITH EMERGENCY BATTERY PACK 2. UL WET LOCATION LISTED 3. UL DAMP LOCATION LISTED ELECTRICAL LEGEND FLUORESCENT FIXTURES f.Q WALL MM FIXTURE HID OR INCANDESCENT +41' EMERGENCY FIXTURE 0 EXIT LIGHT (� RECESSED HID OR INCANDESCENT FIXTURE SINGLE POLE SW. O 48"AFF UNLESS NOTED $3 THREE WAY SWITCH O 48"AFF UNLESS NOTED tP SWITCH WITH PILOT LIGHT DUPLEX RECEPTACLE O 18"AFF UNLESS NOTED DOUBLE DUPLEX DUPLEX RECEPTACLE ABOVE COUNTER R CORD REEL W/ RECEPTACLE Q JUNCTION BOX G� ELECTRICAL PANEL TELEPHONE OUTLET WITH 3/4"C & PULLSTRING ,TO ABOVE ACCESSIBLE CEILING 0 COMM. OUTLET WITH 3/4"C & PULLSTRING TO ABOVE ACCESSIBLE CEILING MOTOR CONNECTION --— CONDUIT WITH SWITCHLEG, HOT, NEUTRAL, AND GROUND L-1 HOME RUN WITH PANEL AND CIRCUIT NO. PUSHBUTTON O 48"AFF - EDWARDS #620 WITH #147-1 PLATE © BUZZER O 90"AFF - EDWARDS #725 (PROVIDE EDWARDS #592 (8V) TRANSFORMER) 0 FIRE ALARM PULL STATION, 48" AFF FIRE ALARM HORN/STROBE, 84` AFF. (� SMOKE DETECTOR - CEILING MOUNTED QD SMOKE DETECTOR - DUCT MOUNTED t M MOTOR RATED SWITCH DISCONNECT SWITCH ® 230 VOLT/ 1 PHASE 3P, 3W RATING 30A UNLESS NOTED ® 230 VOLT/ 3 PHASE 3P, 4W RATING 30A UNLESS NOTED ® STARTER 0 POWER DROP, RATING AS NOTED WP WEATHERPROOF GFI GROUND FAULT INTERRUPTING ELECTRICAL PANEL SCHEDULE 22,000 AIC NOTES 120/208 VOLTS PANEL L.H MAIN 3 p 60 A MC8 3 PHASE LOCATION BUSSING 60A 4 WIRE FEEDER ENTER CABINET AT MFP SERVES WATTAGE CIR BRK BRK CIR WATTAGE SERVES L-1 L-2 L--3 L-1 L-2 L-3 LIGHTING 720 1 1P-20 2 SPACE 3 LIGHTING 1350 3 1 P-20 4 SPACE 1 LIGHTING 1800 5 1P-20 ----• 6 SPACE LIGHTING 1350 7 1P-20 +--- 8 SPACE 2 SPARE 9 1P-20 10 SPACE 1 SPARE 11 i P-20 12 SPACE TOTAL 1 I TOTAL ELECTRICAL PANEL SCHEDULE 221000 AIC 120/208 VOLTS PANEL LA MAIN 3 p 200 A - MCB 120/208 VOLTS 3 PHASE LOCATION BUSSING 225A 3 PHASE 4 WIRE FEEDER ENTER CABINET AT MF, 4 WIRE SERVES WATTAGE CIR BRK BRK CIR WATTAGE SERVES SERVES L-1 L-2 L-3 L-1 L-2 L-3 RECEPT. 1440 1 1 P-20 2P 2 1000 AHU UGH71NG RECEPT. 1260 3 1P-20 20 4 1000 UGH71NG EWC 1000 5 1P-20 -----«► 3P 6 6000 CU _ LIGHTING REFRIG. 1000 7 1P-20 8 6000 LIGHTING RECEPT. 1440 9 1P-20 -,--- 70 10 6000 LIGHTING RECEPT. 1260 11 iP-20 2P 12 1000 AHU _ UGH71NG RECEPT. 1000 13 1 P-20 i►--- 20 14 1000 _ LIGHTING RECEPT. 1200 15 1 P-20 16 ---�X70 6000 CU LIGHTING RECEPT. 1080 17 1P-20 ---w18 6000 _ UGHTING RECEPT. 1260 19 1P-20 ++---- 20 6000 _ LIGHTING RECEPT. 1620 21 1 P-20 ---i►-- 1 P-20 22 SPARE LIGHTING UNIT HTR 500 23 1P-20 ------r► 1P-20 24 SPARE _ LIGHTING UNIT HTR 1 500 25 1P-20 *►---- 1P-20 261 SPARE SPARE UNIT HTR 1 500 27 1P-20 281 I SPACE SPARE UNIT HTR 1 500 29 1 P-20 -----+► 301 SPACE SPARE SPARE 31 1 P-20 *►--- 321 1 _ 1 SPACE SPARE SPARE 33 1 P-20 1 34 1 _ 1 SPACE SPARE SPACE 35 ---r► 1 36 I 1 _ 1 SPACE SPACE SPACE 37 1 38 1 1 1 _ I SPACE SPACE SPACE 39 1 40 1 1 1 1 SPACE SPACE SPACE 1 41 1 42 1 1 1 I SPACE SPACE TOTAL I TOTAL I I I _ I TOTAL U POWER CO. PAD MTD. XFMR. w LA N ^ N �k 1 I N3R WIREWAY #2/0 CU GND. ELECTRICAL PANEL SCHEDULE 22,000 AIC PANEL LB MAIN 3 p 200 A MCB LOCATION BUSSING 225A FEEDER INTER CABINET AT MFG, WATTAGE CIR BRK BRK CIR WATTAGE SERVES L-1 L-2 L-3 L-1 L-2 L-3 1600 1 1 P-20 2P 2 1000 AHU 1200 3 1 P-20 20 4 1000 1200 5 1P-20 ----0 6 6000 CU 1400 7 1 P-20 +� 770 8 6000 1800 9 1 P-20 —«-� 10 6000 1800 11 1 P-20 a !PZ12 1000 AHU 1800 13 1 P-20 +}--- 20 14 1000 1200 15 1 P-20 --�*-�X70 16 6000 CU 1200 17 1 P-20 -�----018 6000 1800 19 I 1 P-20 �*---� 20 60D0 1800 21 11 P-20 —�►-�X20 22 400 ROOF FAN 1300 23 11 P-20 ---- 024 400 25 1P-20 �*--� 26 400 27 1P-20 28 400 ROOF FAN 29 1 P-20 -----030 720 400 i 3111 P-20 *►---- 321 400 33 1P-20 3P 34 400 ROOF FAN 35 ---a 36 I 400 1 37 +►- -_20 381 400 1 391 401 SPACE 411 421 SPACE TOTAL p UC3►U UCYU �XCK CKf X � w _ ado - 1 C. 4# 6 CU Y w z CL w z CL 60A/3P/N3R CONTACTOR CONTROLLED BY o � v m M v m PHOTOCELL TO CONTROL EXTERIOR LTG. _ �U Mo a ^ Z W Z w U � �0 0a � u- LB TAP LH w � CAN J �. - 3 SETS 3" C W/ 4#350 KCMIL AND 1 #2 GND. CU THWNN EACH. i #2/0 CU GND.\-3"C FOR FUTURE (TYP. OF TWO) ELECTRICAL RISER DIAGRAM ARY A. F'0 RR GAF ENGINEERING 1244 KARLA. SUITE 202 HURST, TEXAS 76053 (817) 282-2025 P&-VI910N8 i NORTH PYRAMID BUILDING SYSTEMS, INC. 409 West Vickery Boulevard Fort Worth, Texas 76104 KFS, III C. AIR FREIGHT SERVICES TF APE -XAS ELECMCAL SCHEDULES AND DETAILS SCALE NONE PROJECT 96045 DATE 6-18-96 DRAWN CUP CHECKED BINDM GAP OILER 31 -T—T— + 4-- 1- -t H. . . . . . 4 4 7 I IT F t T f f 44- _4 7 ---}-- '--�-� i_--+--i� •_ ' ( i k ' ice-T1 J 4-1 ��_ -1 1 -4, � � �r-----4— � { i � I '!` ------------------------------------------------- NOTE- REFERENCE ENLARGED FLOOR PLAN THIS SHEET FOR THE HVAC PLAN F] F-1 _j Lj L-1 Li L J --T - - Lj Li if If It i; it it t T, It 11 PARTIAL FLOOR PLAN 12 A E I'N' LARGED HVAC PLAI I _1ftj UH1 UH2 Jjj F —2 C C ► AN 3 LEI T EF2 EF11 AIR 00NDITI01"N'ING EU T SCHEDULE UNIT C 0 N DIE N,S>E R FURNACE BTU INP UT VOLTAGE MAKE AH-1 14il, 4 12 L AH-2 if AH-3 if 24 X 24 AY-11-1 VEI '��!T'� inj­ll %W L (D 4 4 c[I N T l!"I!1 LE, "v! itL 0 A I S C) Ica EFF I C-4 I T I n A F- �yl 4­4 \L J 0, EF3 po UH3 UH4 u F, j z z 0 cr ro t- fin t-. u) I.— > cn irl ci u,,.n,7rw - Pyp, A k I I r-w#i 4^9 W!!-;st Yckert 8c)vleyf7,nd Fort Worth, Texas 76104 I-CF S, In c. AN F1111GHT SEI-Ar"WE"S HVAC PLAN V SCALE HhOJECT DATE fs A V V LN SCAt E: 1/80-1'.0. 9' 1'3 , IJ \ a Irvinfv, Texas 7�ikl--#O h �4����. � • flip ' � I j VdAffEf4 R9S'F_tt IN BLDG. t t f tt l I `�w.aL is # 4 x t I i F jF I T r f y{ i 4 i TYPE i9t COPPER fN4JlJ� AfEU t?3iE 4?kaE f9 x > u ' # k 1 T 5 ° _ _ ( i i jr— _ � - t i -4 - �. � `� ; i ! � ! ! { .___ _..�- - � .__-• __ . _ +-i_i._,_.�,_�--•f•--•i-� -; _ � i � i I(-'+""�1 + 1 f _,_. _ � 1'i ( , i t --:, ' i i 1 y... DGM. WATT-R FOR FUTURE ^:9�-•k*•:"�•^•r*^r-+*.,9 i �i r k t---c. - ...--_..... _..__. .,.. L_.-_ i i _' j��.-�--raj(,, i --�{7 '- - -u = 1 - t ! f �i i .t i ""j' i ___.?,-.._•_.y- � is y t , - _ � i 3 .a�.m«,.a-y,. � .>" .(J t. .t. t _�'_"j`__�'•L."'�.""y'• �} i ., ... r.. _ ...-.- .....-.. -.... .. ...._.. ... ... .... _. .. _ >6...-- ,�'�i� . t� ��`'',.. #-..- I � _ �h^�; :��'i .._._. __« 'Tj,.+... -_. + _ ...,. --. + _ ... -.,.. .., � �. C., , _ s t t R 4) _Q 1 3' T"F F�£.t F U R } E - i Qb JL Iq U ! I } I V 1 w s T t I t i • t I , i , 7 # � LEASE A 9t�VII00 $_T.0 GAS DEMAND 5# HAT. GAS ON REDWOOD BLOCKS 10' ON CENTER ON ROOF LEASE G 570,000 B.T.0 GAS DEMAND t!_ i LEASE B 579.000 D.T.0 GAS DEMAND i 4" P.Y.C. SA�M, SEWER OvgZ % GRADE I _ - i ❑� M. Q ❑ ❑ I _ x a ' t� u u �3' �t t s t tom- to u i i t ' ' "u i , u i y t i i u .—i,'w`ts (�'` ,� - ^ -a «-a��* - - __� 'i i LJ LJ a--, u t_i- { +,I LJ t1 u As METER MANIFOLD BY L.S.G. Y r � � L t i ri W f 1 1 Vj r JJ41 - IF �t�E�� -)1- 0. _ iv.-� j . E,,.it ':s;s.', . - ' ?w i, 7% C A' c r ?a 3 „ b x .. E f.A 3 1 P P u. Nt 13 13 Y 'ds, V I ! 'f i'} Y ✓ g it i Y k1 e ' 34`..�..Vb'-'F od Worth, Texas 7 W',-14 !') `'•V'4:k5 '�.`��n5'��,.��Xbfii.'0.�+.".�.�`.`. �v��P'"•' !'.:T'�.' . a«.: . '' i I'. In Yi to 71W 11-1 1/2' It 7 1/4!, 15,414, 15,4 14 21�-le lf-S' 4'--;C ff-T 12'-0 1 it if-8 11f 1r-2 Ilt 4!4o' 2�-3 1/2 2r-2 1/2� T-T 4! _-T V4 4V i. C hi i _A t 7— 137 IJ I It" 3 its mwpA 31,313 Cu � r� C -7 R 0? 1 "1 K77FT. 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W4 1 CIS c" 114 S C rr f" Kai 112 EZIZ 113 FOMI'M 117 v f4r a'um, 3 7234 G1pnvh'w Drive Norll pk'hlaad 11'Ylls' Texas 7,5100 N Telcphone 617 817 595-2016 Arch it eots G S B /B A T E N 11 0 R S T C: f RB1r_4!nA'i'S AS PER CZ"ITR'S Ai RrLW'JEST /2\ Ar,"O'ED DOCK LEVE'LLRS & S REOS)ED W14P COWLN 6-7-096 ARN 3 TL"N,,NT OMC.E LEASE SPACE 8-13-S6 A RBISM DPi`0A",NCS FOR 4 \1 Cul'i slUviiV 8-29-96 fw 4C`9 West Vickery BouPaynd Fort Viorth. Texas 761C4 Y ari T' A VAKL I01 11* A OZ...'i VJ U13APE'v"NIE, TEM'S FLO-0i L7 W'. 1" - 20'-0" 20' 10' 0' 10' 20' 40' GRAPHIC SCALE 9 .X X DFW AIRPORT PROPERTY LINE X X 1 0 1 , o N 00'29'36 W 449.86' „,,, ,,,,,,,.,, ,, , ....................... , , ,,.,,,,. ..... ... ... ,,, ....„.,.,..................„... „ , „„,„ „, ,,,., ,.,.,,„„ ................ .,,.,,,, . .,,., -, - _ 5 EASEMENT ENSERCH CORP. VOL 6602 PG. 990 -�- — — PP _ —. —GNP — � _w -- - ? j { �yF i '9 '9f PP - i j f s a i i s - - I - s } t = 1 - # } js = f 3 3 cl� Y - ,� V - rn m Uj N 1 w cn - s C7 Z = Z Q £ d 1 m z = Q o -SEE ELECTRICAL PLAN FOR SERVICE DETAILS ! w o 00 CO00 - - -- - 1 0 00 UOE i 1 � t TRANSFO MER i BY POWrzR CO. # UOP f ' = 4' PVC W/ PULLSTRING - LONG SWEEP 90 S11jB UP AT POLE \pP w 0 i� f - S - 1 _ j t = T PP X PP PP - u - �' F Hill Fui in �i WI,I d it III IIIpIiI11111iIJWllli lnl llunlul l�Illi 11 iI LII11 Lm1 mu ii &A.imai udilmluu�nili &... ini wuni a nini.n...... 11 11 . 1 ii .1 im ii = IL S 000 29 45 E 449.92 41 DFW AIRPORT PROPERTY LINE 25' x 25' EASEMENT TO ENSERCH CORP. VOL. 9947, PAGE 2348 .e E GAF ENGINEERING 1244 KARLA, ST. 202 HURST, TEXAS 76053 817 282-2025 REMSKMS NORTH PYRAMID BUILDING SYSTEMS, INC. 409 West Vickery Boulevard Fort Worth, Texas 76104 KF S, Inc. AIR FREIGHT SERVICES 41 GRAPEVINE, TEXAS SITE PLAN ELECTRICAL SCALE r-20'--0' PROJECT 96w DATE 8-18-W DRAWN OAF CHECKED B ND*IO OAF ORDER v (❑-)--- l. A-1 4-1 Ar A 'LB (31 '2) -31 I A A-1i 6 T -r4 4-� J T 4 E 4- 1 4--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U criu-1 Lr-1 I � � F1 ❑F1 [I t F1 F] F1 I --LT7 - ❑ L-i Lj----Lj Li L-(--,- -L-j Li L-j L-j L-j L-i L L_j L.��. L-i L2 _j Lj -j u -i Li J LJ --L_j U-Lj u -rwo /37 PIN �r Vlr— 0 f- P AT 2 I A- JU 111-h 2o LA -1 �14 NOTES A IA H 1. v 0�- r LA -9 Cn A , iT vo- I I' _ GENERAL 1. ALL LIGHT FIXTURES TYPE'A'UNLESS NOTED OTHERWISE. 2. CROSSHATCHED LIGHT FIXTURES SHALL 13E EQUIPPED WITH AN EMERGENCY BATTERY PACK, AND SI ]ALL I3E- UNSWITC11-111) I -OR NIGHT LIGHTS. 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN TO COORDINATE LOCATIONS OF LIGHT FIX-RJRES IN LAY -IN CEILINGS. 4. 4 r- NOTES BY SYMBOL 1. 1 00A/3P/250V/N3R/ FUSED AT 70 AMPS 230A/3P/25OV/NI/NFDS F] 4. GAF EN!E 05; REVISIONS NORTH PYRAMID BUILDING SYSTEMS, INC. 409 West Vickery Boulevard Fort Worth, Texas 76104 KFS, Inc. AIR FREIGHT SERVICES SCALE A� �4CiAJN PROJE DATE DRAWN CHECKED BINDING, 6-,fZ. ORDER 1 t V UA 1 0 0 0 04 5 0 0 0 I 107 CUSTOMER l SERVICE 108 116 101 104 OWNER'S CONFERENCE OFFICE 113 115 FOYER FOYER CUSTOMER OFFICE 103 SERVICE OPEN 7 10 CORRIDOR OFFICE � ( 105 110 �Ip.ill 102 EQUIP. WOMEN [] MEN 117 SALES 114 06 BREAKROOM INTERNATIONAL OFFICE - OPERATIONS OPERATIONS RESTR ON I ' 304 301 CONF. 3C 3 SECRT. I OPEN ( FFICE STUB UP FUTURE !' PLUMBING AS REQ'D � ( 305 OFFICE I $ Ii T�_I ,�-;N I r- I IN IC-) �� OI�T EM lr -� P E fR SiE F=1 PRAT' FE�R�lIT I _ L I tlk ' UH DOCK LEVELER --- TYP. OF (9) I aBIF 7 U u u u L u 1 L u u u 1� ii T®� L u u u u u L Lj L u u u u u u u u L u" L � f u u u u u u" l u u u u u u L u AZ LG -"5 i I AZ �,id' I OFFICE d- BILLING OFFICE _ -=-OFFICE , fi V TIPRECEPTION - FFICE `�. ' �` �-3a - �. -z,+ I OPEN OFFICE OFFICE Ell 01 .�� O O � i k I DISPATCH a�` v Lt,-2�-i5 LG-1'i _ v � BREAK ROOM 4FI It• Z+ 1.G- 2 Go LC•ZZ ENLARGED FLOOR PLAN SCALE 1/8'=I'-0' FLOOR PLAN SCALE 1116r=19—cr El ?Wl Glenview Drive xorM Moblana 7fills, Tez" "ISO Telephone 817 O-17m Feceimile 817 695—Mil I ArchitectsI G S B /B A T E N H 0 R S T GAF ENGINEERING 1244 KARLA, 5T. 202 HURST, TEXAS 16053 6511) 262-2025 •• 5 s)6C. dam' REVISIONS .A GENERAL NOTES: 1, ALL LIGHT FIXTURES tl'PE 'A' UNLESS NOTED OTHERWISE 2. CROSSHATCHED LIGHT FIXTURES SHALL BE EQUIPPED WITH AN EMERGENCY BATTERY PACK, AND SHALL BE UNSIUITGI-4ED FOR NIGHT LIGHTS. 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN TO COORDINATE LOCATIONS OF LIGHT FIXTURES IN LAY -IN CEILINGS. 4. CONNECT EXHAUST FANS IN RESTROOMS TO SWITCH WITH LIGHTS IN ROOM. NOTES BY SYMBOL 1, 1O(dA/3P/250V/N3R/ FUSED AT lm AMPS. 2. 30A/3P/250v/Nl/NFDS. NORTH PYRAMID BUILDING SYSTEMS, INC. 409 West Vickery Boulevard Fort Worfh, Texas 76104 KF S, Inc. AIR FREIGHT SERVICES 1 PART 1: GENERAL 1. CODES AND PERMITS: COMPLY WITH AL`L LOCAL, STATE AND NATIONAL CODES REL*TING TO BUILDING AND PUBLIC SAFETY. SECURE AND PAY FOR ALL NECESSARY PERMITS, LICENSES AND INSPECTIONS REQUIRED BY LAW FOR THE COMPLETION OF THE WORK. 2. EXAMINATION OF SITE: EXAMINE AND INSPECT THE SITE TO DETERMINE CONDITIONS WHICH WILL AFFECT THE WORK AND INCLUDE ALL WORK RELATED TO SITE CONDITIONS. 3. MATERIALS AND WORKMANSHIP: MATERIALS SHALL BE NEW AND SHALL BEAR THE UNDERWRITER'S LABORATORY LABEL. PERFORM THE WORD WITH COMPETENT MECHANICS, SKILLED IN THEIR TRADE, TIMELY PLACING ALL MATERIAL AS THE CONSTRUCTION PROGRESSES. 4. SHOP DRAWINGS: SUBMIT MANUFACTURERS PRODUCT DATA ON ALL MATERIAL PROPOSED FOR THE PROJECT. 5. WATERPROOFING: INSURE THE INTEGRITY OF WATERPROOFING WHERE CONDUITS AND OTHER EQUIP- MENT PENETRATE THE EXTERIOR. 6. CONCRETE FOUNDATIONS: PROVIDE STEEL REINFORCED CONCRETE PADS FOR ALL FLOOR MOUNTED ELECT. EQP. 7. PAINTING: MATERIAL IN ELECTRICAL ROOMS SHALL CONTAIN CLEANED FACTORY FINISHES. 8. IDENTIFICATION OF ELECTRICAL EQUIPMENT: LABEL ALL SWITCHGEAR, PANELS, STARTERS, DISCONNECTS, ETC. WITH ENGRAVED LAMINATED NAMEPLATES ATTACHED TO EQUIPMENT. 9. ELECTRIC SERVICE FOR TESTING: PROVIDE ELECTRIC SERVICE TO HVAC EQUIPMENT, PUMPS AND FANS IN SUFFICIENT TIME TO PROPERLY TEST ALL EQUIPMENT. 10. ACCESS DOORS: PROVIDE AND INSTALL ACCESS DOORS TO ALL EQUIPMENT REQUIRING ACCESS FOR MAINTENANCE WHICH IS INSTALLED IN CONCEALED CONSTRUCTION. 11. GUARANTEE: CONTRACTOR SHALL LEAVE ENTIRE SYSTEM INSTALLED BY HIM IN PROPER ORDER AND SHALL REPLACE WITHOUT ADDITIONAL CHARGE ALL WORK AND MATERIALS WHICH MAY DEVELOP DEFECTS, EXCEPT ORDINARY WEAR AND TEAR, WITHIN A PERIOD OF ONE YEAR FROM THE DATE OF FINAL INSPECTION TESTING AND ACCEPTANCE BY THE ARCHITECT. PART 2: MATERIALS AND EXECUTION A. CONDUITS 1. RIGID GALVANIZED STEEL: FOR CONDUITS 2" AND LARGER, FOR FEEDERS AND IN WET LOCATIONS. 2. EMT: FOR CONDUIT 1-1/2" AND SMALLER, FOR BRANCH CIRCUITS IN DRY LOCATIONS. 3. PVC: FEEDER CIRCUITS -DIRECT BURIED OR CONCRETE ENCESED SHALL BE SCHEDULE 40. 4. FLEXIBLE CONDUIT: FOR FINAL CONNECTION TO LIGHT FIXTURES AND MOTORS. 5. FITTINGS: PER NEC. 6. SUPPORTS: IN ACCORDANCE WITH THE NEC. WIRE TIES ARE NOT ACCEPTABLE. 7. SIZE: 1 /2" MINIMUM. B. CONDUCTORS: CONDUCTORS SHALL BE COPPER, THHN FOR BRANCH CIRCUITS, THWN FOR FEEDERS, INSTALLED IN ACCORDANCE WITH THE NEC AND COLOR CODED. C. WIRING DEVICES: PROVIDE SWITCHES EQUAL TO HUBBEL 1221-1 SERIES AND DUPLEX RECEPTACLES EQUAL TO HUBBEL 5362-1 SERIES. GROUND FAULT RECEPTACLES EQUAL TO HUBBEL GF5352-I. PROVIDE IVORY COVER PLATES EQUAL TO SIERRA. D.- STARTERS AND CONTROLS: STARTERS WILL BE FURNISHED BY DIV. 15 AND INSTALLED UNDER DIV. 16. PROVIDE POWER WIRING TO ALL MOTORS. E. FUSES: FUSES SHALL BE CURRENT LIMITING, BUSSMAN KRP-C ABOVE 600 AMPERES, AND BUSSMAN FRN-R FOR 600 AMPS AND BELOW. F. PANELBOARDS: SHALL BE EQUAL TO SQUARE D, GENERAL ELECTRIC, OR WESTINGHOUSE. USE BOLT -ON CIRCUIT BREAKER LIGHTING PANELS. C/B'S SHALL BE RATED TO INTERRUPT FAULT CURRENT AVAILABLE. G. LIGHTING: PROVIDE ALL ITEMS NECESSARY TO SUPPORT AND SECURE FIXTURES AND PROVIDE SPARE LAMPS OF EACH TYPE. ALL FIXTURES SHALL BE COMPLETE WITH BALLASTS, AUXILIARIES, ACCESSORIES HANGERS, LAMPS, ETC. AS REQUIRED FOR A COMPLETE INSTALLATION. H. TRANSFORMERS: SHALL HAVE CLASS H INSULATION RATED 150 DEG. C RISE, DRY TYPE, INDOOR GENERAL PURPOSE WITH TAPS. SQUARE D OR EQUAL. I. TEST: CONTRACTOR SHALL SHOW BY DEMONSTRATION IN SERVICE THAT ALL CIRCUITS AND DEVICES OPERATE. L LIGHTING .FIXTURE SCHEDULE T�PE VOLTS DESCRIPTION MOUNT LAMPS NOTES 120/208 VOLTS A 120 2 X 4 FLUORESCENT LAY —IN (4)F4OT12—RS/CW 3 PHASE DAYBRITE OR LITHONIA 4 2 X 4 FLUORESCENT (3)F4OT12—RS/CW WIRE , A2 120 DAYBRITE OR LITHONIA LAY —IN A3 120 2 X 4 FLUORESCENT LAY IN (2)F4OT12—RS/CW SERVES DAYBRITE OR LITHONIA B 120 40OW MH LOW BAY PENDANT 40OW MH LIGHTING DAYBRITE OR LITHONIA _ PORCELAIN SOCKET 10OW A19 IF LIGHTING C 120 P&S #44 SURFACE LIGHTING D 120 10OW MERCURY VAPOR DOWNUGHT RECESSED 100 W MERCURY VAPOR LIGHTING DAYBRITE OR LITHONIA 3 i TWO HEAD EMERGENCY LIGHT 2— 9W HIT LIGHTING EM 120 EMERGILITE JSM18-21A—TD10 WALL 1 LIGHTING F 120 WALL PACK 40OW MH WALL LIGHTING DAYBRITE OR LITHONIA 2 RECEPT. X 120 EXIT LIGHT W/ BATTERY PACK UNIVERSAL INCLUDED EMERGILITE OR LITHONIA 1 RECEPT. RECEPT. --- RECEPT. UNIT HTR UNIT HTR SPARE SPARE SPARE LIGHTING FIXTURE SCHEDULE NOTES SPARE SPACE 1. WITH EMERGENCY BATTERY PACK SPACE 2, UL WET LOCATION LISTED 3, UL DAMP LOCATION LISTED SPACE SPACE TOTAL ELECTRICAL LEGEND FLUORESCENT FIXTURES 1-0 WALL MTD FIXTURE HID OR INCANDESCENT EMERGENCY FIXTURE ® EXIT LIGHT O RECESSED HID OR INCANDESCENT FIXTURE t SINGLE POLE SW. ® 48"AFF UNLESS NOTED THREE WAY SWITCH ® 48"AFF UNLESS NOTED 3 SWITCH WITH PILOT LIGHT P 19m DUPLEX RECEPTACLE 0 18"AFF UNLESS NOTED DOUBLE DUPLEX DUPLEX RECEPTACLE ABOVE COUNTER R CORD REEL W/ RECEPTACLE JO JUNCTION BOX © ELECTRICAL PANEL - TELEPHONE OUTLET WITH 3/4"C & PULLSTRING TO ABOVE ACCESSIBLE CEILING © COMM. OUTLET WITH 3/4"C & PULLSTRING TO ABOVE ACCESSIBLE CEILING MOTOR CONNECTION CONDUIT WITH SWTCHLEG, HOT, NEUTRAL, AND GROUND L--1 - HOME RUN WITH PANEL AND CIRCUIT NO. a PUSHBUTTON ® 48"AFF - EDWARDS #620 WITH #147-1 PLATE © BUZZER 0 90"AFF - EDWARDS #725 (PROVIDE EDWARDS #592 (8V) TRANSFORMER) FIRE ALARM PULL STATION, 48" AFF f c lr� FIRE ALARM HORN/STROBE, 84" AFF. O SMOKE DETECTOR - CEILING MOUNTED OD SMOKE DETECTOR - DUCT MOUNTED $M MOTOR RATED SWITCH DISCONNECT SWITCH ® 230 VOLT/ 1 PHASE 3P, 3W . RATING 30A UNLESS NOTED ® 230 VOLT/ 3 PHASE 3P, 4W RATING 30A UNLESS NOTED ® STARTER 0 POWER DROP, RATING AS NOTED Wp WEATHERPROOF GFI GROUND FAULT INTERRUPTING ELECTRICAL PANEL SCHEDULE 22,000 AIC 120/208 VOLTS PANEL LA MAIN 3 p 200 q MCB 3 PHASE LOCATION BUSSING 225A 4 WIRE FEEDER ENTER CABINET AT MF0 WATTAGE WATTAGE SERVES CIR BRK BRK CIR SERVES L-1 L-2, L-3 L-1 L-2 L-3 RECEPT. 1440 1 1P-20 2P 2 1000 AHU RECEPT. 1260 3 1P-20 20 4 1000 EWC 1000 5 1P-20 ---«► 3P 6 6000 CU REFRIG. 1000 7 1P-20 8 6000 RECEPT. 1444 9 1 P-20 --+-- 70 10 6000 RECEPT. 1260 11 1 P-20 ---«► 2P 12 1000 AHU RECEPT. 1000 13 1 P-20 i+--- 20 14 1000 RECEPT. 1200 15 1 P-20 ----- 3P 16 6000 CU RECEPT. 1080 17 1P-20 --�► 18 6000 RECEPT. 1260 19 1P-20 �+--- 70 20 6000 RECEPT. 1620 21 1 P-20 1 P-20 22 SPARE UNIT HTR 500 23 1P-20 --+► 1P-20 24 SPARE UNIT HTR 500 25 1 P-20 00 1 P-20 26 SPARE UNIT HTR 500 27 1 P-20 -- 0 28 SPACE UNIT HTR 500 29 1 P-20 ---+► 30 SPACE SPARE 31 1P-20 0 32 SPACE SPARE 33 1 P-20 ---0 34 SPACE EXT. LIGHTING 720 35 1 P-20 —+► 36 SPACE EXT. LIGHTING 1350 37 1P-20 0--- 38 SPACE EXT. LIGHTING 1800 39 1 P-20 40 SPACE EXT. LIGHTING 1350 41 1 P-20 42 SPACE TOTAL TOTAL w _l mb U U �3 ¢0 C) m D 2 U POWER CO. PAD MTD. XFMR. a w �3 LA N LB N � I I _ N3R WIREWAY #2/0 CU GND. ELECTRICAL PANEL SCHEDULE 22,000 AIC PANFI LC MAIN 3 p 200 q ML,O LOCATION BUSSING 200A FEEDER ENTER CABINET AT MFG.__ WATTAGE WATTAGE CIR BRK BRK CIR SERVES L-1 L-2 L-3 L-1 L-2 L-3 1400 1 1 P-20 2 1000 AHU 1300 3 1P-20 �X20 4 1000 1600 5 1P-20 6 6000 CU 1300 7 1 P-20 19 8 6000 1500 9 1 P-20 70 10 6000 1300 11 1P-20 --- 2PZ 12 1000 AHU 1800 13 1 P-20 0— 20 14 1000 1080 15 1P-20 3P 16 6000 CU 900 17 1 P-20 --«► 18 6000 900 19 1P-20 +►--- 70 20 6000 900 21 1P-20 --»-- 1P-20 22 900 RECEPT 500 23 1P-20 ----«► 1P-20 24 600 RECEPT 500 25 1P-20 " 1P-20 26 600 RECEPT 27 1P-20 ------ 1P-20 28 1000 REFRIG 29 1P-20 113-20 30 1200 RECEPT 31 1 P-20 0 1 P-20 32 900 RECEPT 33 1 P-20 1 P-20 34 800 RECEPT 35 1 P-20 36 1080 RECEPT 37 0 113-20 38 1440 RECEPT 39 1P-20 40 900 RECEPT 41 � 1 P-20 42 1260 RECEPT 120/208 VOLTS 3 PHASE 4 WIRE SERVES UGHTING LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING UGH11NG LIGHTING LIGHTING LIGHTING LIGHTING SPARE SPARE SPARE SPARE SPARE SPACE SPACE SPACE SPACE 0 O 0 Cy � tY Q UjUj � w QO X� w Z� Q U m C0j 4k^0 a- v 3 SETS 3"C W/ 4#350 KCMIL AND 1 #2 GND. CU THWN EACH. TOTAL TOTAL ELECTRICAL PANEL SCHEDULE 22,000 AIC PANFI LB MAIN 3 p 200 q MCB LOCATION BUSSING 225A FEEDER ENTER CABINET AT MFG, WATTAGE WATTAGE CIR BRK BRK CIR SERVES L-1 L-2 L-3 L-1 L-2 L-3 1600 1 1 P-20 2P 2 1000 AHU 1200 3 1 P-20 20 4 1000 1200 5 1 P-20 —+► 3P 6 6000 CU 1400 7 1 P-20 8 6000 1800 9 1 P-20 --M--- 70 10 6000 1800 11 1P-20 ---o 2P Z 12 1000 AHU 1800 13 1 P-20 0 X20 14 1000 1200 15 1 P-20 16 6000 CU 1200 17 1 P-20 --«►18 770 6000 1800 19 1 P-20 �►--- 20 6000 1800 21 1P-20 --0 22 400 ROOF FAN 1300 23 1 P-20 ---«►24 720 400 25 1 P-20 *� 26 400 27 1P-20 --0 28 400 ROOF FAN 29 1 P-20 --*►30 X20 400 31 1 P-20 +►— 32 400 33 1 P-20 -- 0 3P ' 34 400 ROOF FAN 35 --i► 36 400 37 20 38 400 39 40 SPACE 41 � 42 SPACE TOTAL 0 wm0 2-1/2-C. 4# 3/0 & � 0 a 1 # 4(G) CU THWN 0 o' t- j 1- Z Q X 0 Z a- U w I— � 200A/ _ CT 3P/ _ CAN 200A FUSES i #2/0 CU GND. 2-1 /2"C. 4# 3/0 & 1 # 4(G) CU THWN O 200A/ 'LC 3P/ _ J 200A FUSES I 3"C FOR FUTURE ELECTRICAL RISER DIAGRAM 0 41� W"- ny 7' 77 u, "I",/ ! GAF ENGINEERING 1244 KARLA, SUITE 202 HURST, TEXAS 76053 (817) 282-2025 F4EV18K>N8 1 8-27-96 GENERAL REVISIONS NORTH PYRAMID BUILDING SYSTEMS, INC. 409 West Vickery Boulevard Fort Worth, Texas 76104 KFS, Inc. AIR FREIGHT SERVICES ELECTRICAL SCHEDULES AND DETAILS SCALE NOW PROJECT 96M DATE 6--*-" DRAWN GAF CHECKED BPCM GAF ORDER a M 0 cp MOM rn OLD-D ABBREVIATIONS USED ON STRUCTURAL DRAWINGS ABOVE FINISH FLOOR - A.F.F. LARGER THAN OR EQUAL TO - >= a TOP OF STRUCTURAL CONCRETE ADDITIONAL - ADDN'L. LESS THAN OR EQUAL TO - <= C 7 ADJACENT - ADJ. LIVE LOAD - L.L. ALTERNATE - ALT. LONGITUDINAL - LONG. d = ANCHOR BOLT - A.B. LONG LEG HORIZONTAL - LLH m Z AND - & LONG LEG VERTICAL - LLV w 4#5 DOWELS OR ANGLE - L LOW POINT - L.P. C1. APPROXIMATE - APPROX. 2 EXTEND PIER ARCHITECTURAL - ARCH'L MANUFACTURER - MFR. M � CO a REINFORCING AT AT - 0 MATERIAL - MAT'L AIR CONDITIONER - A/C MAXIMUM - MAX./ L., (GRADE BEAM OR AIR HANDLING UNIT - AHU MECHANICAL - MECH'L. / ` PLINTH.) METAL - MET W BACK TO BACK - 8/6 MEZZANINE - MEZZ. LLJ < BASE PLATE - BP MINIMUM - MIN. CL to BEAM - BM. MISCELLANEOUS - MISC. BEARING - BRG. MOMENT - M. ILL, BETWEEN - BTWN. MOMENT CONNECTIONS - M.C. 0 m BLOCKING - BLK'G. d. Z BOTH WAYS - B.W. NON -SHRINK - N.S. N — Q BOTTOM - BOT. NOT TO SCALE - N.T.S. 0 BOTTOM CHORD EXTENSION - BCX NUMBER - NO. m BRIDGING - BRDG. w BUILDING - BLDG. ON CENTER - O.C. Qf BUILDING LINE - B.L. OPENING (S) - OPNG.(S) �- LO OPPOSITE - OPP. W CEILING - CLG. OPPOSITE HAND - Q.H. PIER REINF. LLj CENTER TO CENTER - C/C OUTSIDE DIAMETER - O.D. g CENTER LINE - tl OUTSIDE FACE - O.F. VERT. 4 6 CENTERED - CNTRD. #3 012" O.C. It z 0 CHANNEL - C PENETRATION - PEN. a CLEAR - CL. PERIMETER - PERIM. COLUMN - COL. PERPENDICULAR - PERP, Z Q COMPRESSION - C. PIPE BRACE - P-B. CONCRETE - CONC. PLATE - FL 0 � Z CONCRETE MASONRY UNIT - CMU POINT - PT. Q CONDENSING UNIT - CU PRECAST CONCRETE - P/C 0 J CONNECTION (S) - CONN.(S) PROJECTION - PROJ. ~ Q CONTINUOUS - CW W CONSTRUCTION JOINT - C.J..J. RADIUS - RAD. �- COORDINATE - COORD. REFER - REF. REINFORCING - REINF. DETAIL - DET. REMAINDER - REM. DEAD LOAD - D.L. REQUIRED - REQ'D. DIAGONAL - DIAG. RIGID FRAME - R.F, DIAGONAL BRACE - D.B. ROOF TOP UNIT - RTU DIAMETER - DIA. OR 0 ROOF DRAIN - R.D. DIMENSION - DIM. DOUBLE - DBL. SAWN JOINT - S.J. DOWELS - DWL(S) SCHEDULE - SCHED. DOWN - DN. SECTION - SECT. DRAWING - DRAG. SHEAR - V SHEET - SHT. EACH - EA. SIMILAR - SIM. EACH FACE - E.F. SUP CONNECTION - S.C.., EACH WAY - E.W. SPACE - SP. iD ELECTRICAL - ELEC'L SPECIFICATIONS - SPEC. ELEVATION - EL. STANDARD - STD. ELEVATOR - ELEV. STEEL - STL. ENGINEER - ENGR. STIFFENER - STIFF. EQUAL (EQUALLY) - EQ. STIRRUPS - STIR. EXPANSION - EXP. STRUCTURE - STRUCT REFER TO PLANEXPA, EX STII GON JOINT - EXIST. SUPPORT - SUPT. FOR BELL DIAMETER EXTERIOR - EXT. SYMMETRICAL - SYMM. FACE FACE - F/F TOP CHORD EXTENSION - TCX BELLED PIER P I C A L DETAIL FAR SIDE - F.S. TEMPERATURE -TEMP. FINISH (ED) - FIN. TENSION - T. FINISHED FLOOR - FIN. FL THICK - THK. FIXED CONNECTION - F.C. TONGUE & GROOVE - T & G. _ FLANGE - FLG. TOP & BOTTOM - T & B. FLOOR - FL. TOP OF BEAM - T.O.B. CENTERLINE COLUMN & PIER FOOTING - FIG. .TOP OF FOOTING -T.O.F. FILL AROUND COLUMN FOUNDATION - FDN. TOP OF JOIST - T.Q.J. TOP of METAL DECK - T.M.D. AFTER STEEL ERECTION GAGE OR GAUGE - GA. TOP OF PIER - T.O.P. 2'-0"X2'-0" LEAVE -OUT GALVANIZED - GALV. TOP OF PIER CAP - T.O.P.C, fTl' T� FORMED WITH METAL KEY GENERAL - GEN. TOP OF STRUCTURAL STEEL - T.O.S.S. GRADE - GR. TOP OF STRUCTURAL CONCRETE - T.O.S.0 GRADE BEAM - G.B. TOP OF WALL - T.O.W. I -, I _� FIN_ FL. GYPSUM BOARD - GYP. BD. TOTAL LOAD - T.L. TRANSVERSE - TRAN. I O HEADED STUD - H.S.TYPICAL - TYP. I HEIGHT - HT. HIGH POINT - H.P. UNLESS NOTED OTHERWISE - U.N.O. 1 1 /2" N.S. GROUT HORIZONTAL - HORIZ. TYP. U.N.O. HORIZONTAL LOAD - H.L. VERTICAL - VERT. INFORMATION - INFO. WATERSTOP - W.S. INSIDE DIAMETER - i.D. WEIGHT - WT. - INSIDE FACE - I.F. WELDED WIRE MESH (FABRIC) - W.W.F. INTERIOR - INT. WIND LOAD - W.L. INTERMEDIATE - INTERM. WITH - W/ WOOD - WD. JOINT - JT. WORK POINT - W.P. JOISTS - JST (S) X-BRACING - XB KIPS - K. INTERIOR COLUMN AT PIER 6 TYPICAL DETAIL 1,-6" a COORDINATE W/ LEVELER MANUFACTURER L #3 X `� DOWELS 0 12" O.C. ------------ (' EL. 100-0" co W M L 4 X 4 X 3/8 CONTINUOUS — / i--; 8" o9U_ GALVANIZED 1/2"0 X 4" H.S.0 24 O.C. or" IL DWL. `A' " SLAB & WALL REINFORCING • 7 1/4 #5 D 12" O.C.B.W. T.O.P. EL. REFER TO PLAN DOCK LEVELER $ TYPICAL DETAIL,._ " < — 1 1 2 � DOWEL 'A' COLUMN & PIER got 9" FIN. FL._ for _ _ 1 � 8 #6 VERT. f• 0 #3 STIRRUPS 0 6" O.C. • « GRADE BEAM REINFORCING: I PIER 2 5 TOP CONTINUOUS �, 2 5 BOTTOM CONTINUOUS `1 � WALL PANEL T.O.P. EL. a #3 t] 018" O.C. ' _ ` 2#4 CONT. INTERMEDIATE WHERE it ` REF. PLAN BEAM DEPTH EXCEEDS 3'-0' , ��— 10" TRAPEZOIDAL CARTON FORM 01 PERIMETER GRADE BEAM WITHOUT LEDGE 2 TYPICAL DETAIL a .0► .. 2'-0" 0 LEAVEOUTS METAL KEY JOINT SLAB REINFORCING \ #3 x 4'-0' DOWEL `-1/2"4, x 1'-6° SMOOTH CENTERED IN SLAB 0 fig' O.C. AT BAR AT 12". GREASE OR LEAVEOUTS WRAP ONE ENO AT INTERIOR CONSTRUCTION JOINT (C.J.) 4 TYPICAL DETAIL FIN. FL. EL. cowuu PLINTH $ TYPICAL DETAIL CITY OF GRAPEVINE THESE PI,A113 HAVE NOT 85'EN Re'vieWEt7 FOR COMP ORAL R CEMENTS, ANt) F FO INCI.UDINO SAS LIB ES ACC"S WITH NOTE: SAWN JOINT SHALL BE CUT WITHIN 24 HOURS OF SLAB PLACEMENT. DEITY APPROVED PLANS SHALL BE .KEPT ON JOBSITE AT ALL TIMES. _ NTRACTOR SHALL CALL FOR ALL CN. NSPFTIONSScot� • u i � I SLAB REINFORCING CENTERED IN SLAB SAWN JOINT (S.J.) 5 TYPICAL DETAIL DOWEL SCHEDULE SCHEDULED DOWELS ARE MARKED "DWL" ON THE SECTIONS AND DETAILS. "B" "A"I MARK SIZE "A" "B" SPACING A #3 1'-6" 1'-6" 18" O.C. F— CENTERLINE PILASTER "'RIGID FRAME COLUMN, BASE & PIER PLATE .& ANCHOR BOLTS 9" 9" DESIGNED BY RIGID FRAME BUILDING MANUFACTURER VERTICAL 2#5 ELEVATION RIGID FRAME COLUMN BEARING ON SPECIAL INSPECTIONS REQUIRED PER S J'L. 0 12' O.C. GRADE BEAM OR PILASTER 1N1 UNIFORM BUILDING CODE FOR: 7TYPICAL DETAIL 12� "a2C.t-a 4 ST�t-r_ 1 t �T J N�•� (-'es,.��'t_S 6j 1 '_S C_ AND ►3o tr'Tt __44 , PERIODIC INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL. A FINAL SIGNED REPORT SHALL BE SUBMITTED, STATING THAT ALL WORK REQUIRING SPECIAL INSPECTIONS 5'-0 1 /4" COMPLIES WITH THE APPROVED PLANS AND 1'—O" , •' SPECIFICATIONS. THE SPECIAL INSPECTOR - T YP. SHALL BE APPROVED BY THE BLL�. OFFICIAL.-- _ _ PLAN Al ADDITIONAL REINFORCEMENT AT PILASTER EL. 100'-�" 10 TYPICAL DETAIL f 7 1 /4" , T.O.P. EL. REFER TO PLAN STAB OVER PANEL AT DOORWAY 9 TYPICAL DETAIL a 0 N o RIGID FRAME COLUMN CY Al L2x2x3/16x0'-6" cn WELDED TO BENT PLATE 3" _<� ONLY — - zxz N BENT FE 1 /4x 3" V WELD TO EMBED PLATE EMBED IE 3/8x8x1'-10" 3/ 16 V W/8-1 /2"O x 4" H.S. PANEL CONNECTION TO RIGID FRAME COLUMN 11 TYPICAL DETAIL GENERAL NOTES 1. GENERAL CONDITIONS A. DESIGN LOADS ARE AS FOLLOWS: ROOF LIVE LOADS (REDUCE WHERE APPLICABLE) 20 PSF DESIGN WIND PRESSURE: P = (Ce)(Cq)(gs)(I) EXPOSURE COEFFICIENT: EXPOSURE "C" Ce 1.13 ((15-20 FT. Ce =. 1.19 (20-25 FT. Ce =. 1.23 ((25-30 FT. PRESSURE COEFFICIENT: Cq 1.3 BUILDING FRAME (METHOD 1) Cq = 1.2 WALLS (INWARD AND OUTWARD) Cq 0.7 ROOF (UP -LIFT) STAGNATION PRESSURE: 70 MPH qs = 12.6 PSF IMPORTANCE, FACTOR: I = 1.0 B. STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE, 1994 EDITION. D. ALL EXISTING CONDITIONS SHALL BE FIELD VERIFIED. E. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. F. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF OTHER TRADES (MECH'L, ELEC'L, ETC.) PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS, G. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO FABRICATION, FORMING, OR PLACEMENT OF MATERIALS. GENERAL CONTRACTOR SHALL REPORT DISCREPANCIES IMMEDIATELY TO ARCHITECT AND SHALL PROCEED WITH CONSTRUCTION ONLY AFTER DISCREPANCY HAS BEEN RESOLVED, H. THE DETAILS DESIGNATED AS "TYPICAL DETAILS' APPLY GENERALLY TO THE DRAWINGS IN ALL AREAS WHERE CONDITIONS ARE SIMILAR TO THOSE SHOWN IN THE DETAILS II. SITE A ALL DRILLED PIERS SHALL BE UNDERREAMED PIERS BEARING IN THE SHALEY CLAYS AT APPROXIMATELY 17 FEET BELOW EXISTING GRADE OR FINAL GRADE, WHICHEVER IS DEEPER, FOR ESTIMATING PURPOSES, ALLOWABLE BEARING PRESSURE IS 5000 PSF. B. BUILDING PAU SHALL BE AS FOLLOWS: 1. THE BUILDING SITE SHALL BE STRIPPED OF ALL TOPSOIL, VEGETATION, ROOTS, OLD CONSTRUCTION DEBRIS, OR OTHER ORGANIC MATERIAL. 2. THE SUBGRADE SHALL BE FIRM AND ABLE TO SUPPORT THE CONSTRUCTION EQUIPMENT WITHOUT DISPLACEMENT AND BE COMPACTED AS RECOMMENDED HEREIN. SOFT OR YIELDING SUBGRADE SHALL BE CORRECTED AND MADE STABLE BEFORE CONSTRUCTION PROCEEDS. ANY OLD FILL FOUND ON THE SITE SHALL BE RE -WORKED TO PROVIDE ADEQUATE SUPPORT FOR FOUNDATIONS AND PAVEMENTS OR SHALL BE REMOVED. THE SUBGRADE SHALL BE PROOF ROLLED TO DETECT ANY SOFT SPOTS, WHICH IF EXIST, SHALL BE RE -WORKED, COMPACTED AND TESTED. PRIOR TO FILL PLACEMENT, THE SUBGRADE SHALL BE SCARIFIED TO A DEPTH OF APPROXIMATELY EIGHT (8) INCHES AND RECONPACTED TO THE DENSITY 95% TO 100% OF STANDARD PROCTOR. (ASTM D 698) AT A MOISTURE CONTENT OF 0 (ZERO) TO 4 (FOUR) PERCENTAGE POINTS ABOVE OPTIMUM. 3. CONTRACTOR SHALL PLACE A MINIMUM OF THREE (3.0) FEET OF SELECT FILL. 4. ALL FILL REQUIRED IN BUILDING AREAS SHALL BE SELECT FILL HAVING A PLASTICITY INDEX BETWEEN 5 AND 15 AND A LIQUID LIMIT LESS THAN 35. 5. ALL 1`141. SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING NINE (9) INCHES IN UNCOMPACTED THICKNESS, AND BE COMPACTED TO A DENSITY BETWEEN NINETY-FIVE (95) AND ONE HUNDRED (100) PERCENT OF STANDARD PROCTOR (ASTM D 698), AT A MOISTURE CONTENT RANGING BETWEEN ONE (1) PERCENTAGE POINT BELOW OPTIMUM TO THREE (3) PERCENTAGE POINTS ABOVE OPTIMUM (-1 TO +3). 6. COMPA( TION TESTS SHALL BE TAKEN AS FOLLOWS: ONE FIELD DENSITY TEST PER LIFT, FOR EACH 2,500 SQUARE FEET FOR BUILDING AREAS. EACH LIFT SHALL BE COMPACTED, TESTED AND APPROVED BEFORE ANOTHER LIFT IS ADDED. C. FINE GRADING UNDER SLAB SHALL BE 4" OF SAND OR OTHER SUITABLE GRANULAR FILL. D. A VAPOR BARRIER OF 6 MIL POLYETHYLENE SHALL BE PROVIDED UNDER THE FINE GRADIN(; AT OFFICE AREAS ONLY. E. CONTRACTOR SHALL BRACE WALL OR GRADE BEAM WHILE PLACING BACKFILL OR FILL MATERIAL, 111. CONCRETE A. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. B. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 UNLESS NOTED OTHERWISE, C. REFER TO DOWEL SCHEDULE ON SHEET S1.1 FOR ALL BARS MARKED 'DWL." ON THE DRAWINGS, 0, LAP ALL REINFORCING SPLICES 30 BAR DIAMETERS WITH 24" UNLESS NOTED OTHERWISE. E. NON-SCHEDUL_ED HORIZONTAL GRADE BEAM REINFORCEMENT SHALL BE PLACED AS FOLLOWS: TOP BARS - SHALL BE SPLICED OVER EACH INTERIOR SUPPORT AND SHALL EXTEND INTO THE ADJACENT SPAN FOR 1/3 OF THE CENTER TO CENTER PIER SPACING. PFZOVIDE STANDARD ACI HOOKS AT ENDS OF BEAMS. BOTTOM BARE. - SHALL BE SPLICED OVER EACH INTERIOR SUPPORT AND SHALL EXTEND 12" INTO ADJACENT SPAN. F. STIRRUPS SHALL BE SPACED AS SPECIFIED, STARTING FROM THE FACE OF EACH SUPPORT, WHERE THE FIRST STIRRUP IS SPACED AT 'S/2" FROM THE FACE OF THE SUPPORT, WHERE "S" IS THE FIRST SPECIFIED STIRRUP SPACING. G. ALL REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH THE LATEST ACI DETAILING MANUAL, H. CONTRACTOR SHALL COORDINATE ALL PENETRATIONS, CONDUIT, CHAMFERS AND EMBEDDED IT�MS PRIOR TO CONCRETE PLACEMENT. 1, WALL PANELS SHALL HAVE A MINIMUM BEARING AREA OF 6" BY PANEL THICKNESS ON SUPPORTS. J. TILT WALL PANELS - DO NOT IMPOSE SERVICE LOADS (i.e. ROOF LIVE & DEAD LOADS, FLOOR LIVE & DEAD LOADS, BACKFILL, ETC.) UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. IV. STRUCTURAL STEEL A. ALL STRUCTURAL STEEL SHALL BE A36. B. ALL BOLTED CONNECTIONS SHALL USE A325 BOLTS UNLESS NOTED OTHERWISE. C. ALL WELDS SMALL BE MADE USING E70 ELECTRODES. D. HEADED STUD$ (H.S.) SHALL BE NELSON OR BETTER. V. RIGID FRAME A. RIGID FRAME WILDING MANUFACTURER SHALL DESIGN FRAMES, COLUMNS, BASE PLATES, ANCHOR BOLTS, PURLINS, GIRTS AND OTHER MISCELLANEOUS STRUCTURES IN ACCORDANCE WITH THE NOTED CODES AND LOADS. B. FOUNDATION AND PIERS WERE DESIGNED ASSUMING RIGID FRAME AND COLUMNS WITH PINNED BASES. ANY DEVIATION OF THIS ASSUMPTION MAY CAUSE THE FOUNDATION AND PIERS TO BE REVISED WHICH SHALL BE THE RIGID FRAME BUILDING MANUFACTURERS RESPONSIBILITY. ¢....... ....... *g FRANK V�1��7'NEAL_ i 42 P. h /1• , •� �%may t �"� &9 a'c�.s, fiC?. S T ; AL •-t��2 r2�/r � L o� S r:�� L�-( F WNA MAW W. MAIL h a8SSOM AVM r v 1 vze7 '" 1 L42, ' Consulting Engineers 1015 W. Broadway, Suite A 9020 Capital of Texas Hwy. Fort Worth, Texas 76104 North #570 (817) 332-1944 Austin, Texas 78759 Fax (817) 336-8620 (512) 346-3129 7291 Glenview Drive North Richland Hills, Texas 76180 Telephone 817 589-1722 Facsimile 817' 595-2916 Architects GSB/BATENHORST REVISIONS A 10-31-96 NORTH ,ram► � 4 PYRAMID BUILDING SYSTEMS, INC. 409 West Vickery Boulevard Fort Worth, Texas 76104 PROJECT S, Inc. AIR FREIGHT SERVICES GRAPEVINE, TEXAS FOUNDATION DETAILS + GENERAL NOTES SCALE 3/4'-T-W PROJECT �+eos DATE 8-5-96 DRAWN Sim MAR CHECKED INNOM DG ORDER i ,, 1'-0" 1'-0" , (\ MIN. MIN. 3/16 I� �/�--�- q. PIER AND PANEL EDGE 18" DIA. %'� �`�` LF• 1 SHAFT ` - - �` t d LAJ FLARED TOP �,\� �� ' ` `�' OF PIER `,�` �,, L-O.F. PIER AND EMBED PLATES PANEL JOINT REFER TO 2/S1.2 I.F. /. •, C w LU a O.F. 3/16 V NOTE: PROVIDE STEEL o SHIMS BELOW PANELS a AT FIXED CONNECTION w W 1'-O" 1'-0" �10 f GO MIN. MIN. PLAN PANEL TO PIER -FIXED CONN. (F.C.) 1 TYPICAL DETAIL TYP. 7 1/4" PANEL REINF. VERT. # 4 0 12" O.C. HORIZ. #4 0 18" O.C. REFER TO 7/S1.2 FOR PLACEMENT OF REINF. (—#5 CONT. 0 PERIMETER - CENTERED I �---- #5 x » o CORNERS t...� N " 2 -0 NOTE: OTHERS SHALL PROVIDE REINF. REQUIRED FOR LIFTING PANELS PANEL REINFORCEMENT 5 TYPICAL DETAIL 1/2' JOINT V WALL PANELS TYPICAL CORNER — BARS 1 #5 x 30=0" I I U m —i w CL Uj LO o CL �"'o� V)=Ua- 1 oz REFER TO 1/S1.2 FOR TYPE OF SHIM TO BE USED 'F1/2" JOINT " 1 #4 x 2'-0" E.F. RR 3/8 x 7 1/4" x 0'-8" 3/16 V 1 #4 x 3'-0" E.F. 15' _ - TOP OF PIER EL. 11 R 3/8 x 12 x 1'-O" \ /`c W/ 4-1 /2"0 x 4" H.S. FOR 18" DIA. PIERS ~� FLARE TOP OF PIER FOR BRG. AS SHOWN ( q. PIER 101 1 i—O" ., 1 !—O" if WALL PANEL TO PIER CONNECTION 2 TYPICAL DETAIL � 2'-0" / \l 7/S 1.2 ® OPN'G < 2#5 ALL SIDES 1 EA. FACE \ /< #5 x 3'-0" DIAG. \ / CORNERS CENTERED PANEL REINFORCEMENT AT OPENING 6 TYPICAL DETAIL 0 z cr- mom S o0 Q=1W 0 =wa.w CL cn L" o _ TOP OF PIER EL. - REF. PLAN o Z M 1'—O" 1 $-0" MIN. MIN. STEP IN WALL 'PANEL 10 TYP I CAL D ETAI L _ A 3/8x6x2'-6" �'- a W/4-1/2"x4"0 HS 0 X/ 3/ 16� REFER TO 17/S 1.2 SECTION FOR ADDITIONAL N 1/4 I o m 0 PANEL REINF. SLOTTED HOLE W/ 3/4"0 THREADED ROD L5x5x1/4x1'-0" W1 1/2" STIFFENER PLATE RAFTER SEAT AT WALL PANEL JOINT 14 TYPICAL DETAIL DWL. 'A' " ■ 1 1/2" CL. PACK NON -SHRINK GROUT ON ANGLES FOR COMPLETE COVERAGE TO PREVENT 1/2" JT. RUSTING Q L 2 1/2 x 2 1/2 x 1/4 x 1'-0" W/ 10 GA. WIRE TOE TO TOE OF ANGLE 18"DIA. SHAFT (3 PLACES) EACH SIDE OF PANEL FLARED TOP OF \, 1 PER — �I , ��� ¢ L 2 1/2 x 2 1 P) „i 1d ., 1'_n» �w o w " ' d a. GROUT REFER TO 2/S 1.2 " " FOR EMBED PLATES 1 0 1 -0 3/16 V a 3/16 V IN BOT. OF PANELS AND TOP OF PIER PIER AND W W PANEL JOINT Cl-z NOTES: �'C 1. DO NOT WELD PANEL TO PLATE IN PIER. 2. PROVIDE PLASTIC, NEOPRENE OR EQUAL SHIMS BELOW PANELS AT SLIP CONNECTION PLAN WALL PANEL TO PIER -SLIP CONN. (S.C. 3 TYPICAL DETAIL- r--R- 3/8x8xO'-8" a. W/ 2-1/2"0 x 4" H.S. o w %- TIE #5 PERIMETER TO STUDS w zr Z3 Of w> A INSIDE FACE z S S R. 1/4 X 3 X 0'-3" WELD TO ONE PANEL t --� TOP OF PIER EL. REF. PLAN SLAB OVER WALL PANEL AT OPENING 11 TYPICAL DETAIL PANEL OPENING REINF. TYP. PANEL REINF. PANEL REINFORCEMENT 7 TYPICAL DETAIL i FIN. FL. 3/16 V ONLY PANEL TO PANEL CONNECTION AT MID -HEIGHT TYPICAL DETAIL PANEL-- ANEL 1'-3" 1'-3" GRADE BEAM BEYOND PILASTER BEYOND T.O.F.C. 1 i OMIT ILASTER 0 SIM. I--,- 3/8x"9xO'-9" W/ 1 1 F—pIER DETAIL 'A' A 0 �t 4".1 10 1/2" 11'-1 1 /2" r- 2" C*4 REFER TO 3/S 1.1 FOR REINF. — -- — ---� T.O.P. O P. EL. NOT : , PU OMIT COLUMN SIM. -- PIER r. 5'-0 1/4" 3 16 2-8 WALL PANEL -SLAB REINF. FIN. FL. - - - - - - - - - - - - - - - - - - - - -- 1 1/2" CL.- 2'-0" REF. TO TYP. C.J. DETAIL �- 01 I DWL. 'A' #3 WELDED TO SLAB AND FIN. GR. PANEL DOWEL AT EVERY THIRD BAR TOP OF PIER EL_ (WALL. PANEL BRACING f i REF. PLAN - SHALL REMAIN IN PLACE UNTIL SLAB LEAVE -OUT c=n HAS CURED) SLAB LEAVE -OUT AT CONCRETE WALL. PANEL 15 TYPICAL DETAIL _ 4-1/2 0 x 4 H.S. 1 �— PIER CAP REINFORCING: VERTICAL 4 #6 # 3 '-7 0 1 "O.C. DOWELS - REFER TYPICAL PIER DETAIL �� I L--=----1 COLUMN ) "' < CENTERLINE COLUMN & PIER 3" REF. DOOR MFR. �10 DwL. A 6 - FIN. FL. RAMP `a L 3X2X 1/4 W/ 1/2" 0 X �. WIRE 4" H.S. 0 24" O.C. E-- REF. 1/S-1 DOOR POCKET 4 TYPICAL DETAIL L4x4x3/8xO'-8" W/ 2-1/2-0 X 4" H.S. 'OF 1 /2" JOINT / SEALANT W/ FOAM ROD it CENTERLINE PLATE m R. 3/804'-8" ---`-R 3/8x8xO'-8" 3/16 V W/ 2-1 /2"0 X 4" H.S. ��- PLAN PANEL TO PANEL CONNECTION AT MID -HEIGHT 9 TYPICAL DETAIL SEE RETAINING WALL SCHEDULE FOR SIZES & 1 : DIMENSIONS ,4-3" CLEAR SAND & GRAVEL " B BACKFILL w 2 WEEP HOLES • • _ 0 4'-0" MAX. • J O :JA •� X , • "� FINISH GRADE ` m o • , Al z F _ �' CL Itz 1 �— 1 1/2" x 3 1/2" SHEAR KEY W PIER CAP AT COLUMN RMNING WALL PLAN VIEW U 12 TYPICAL DETAIL 13 TYPICAL DETAIL AP RETAINING WALL SCHEDULE f . . ..... :' WALL HT. X Y T W A B ..��;��i� ............ .1-Lai. L4x4x 1 /4xO'-8'' W/ 1 /4" 424�' `' Al STIFFENER PLATE CENTERED 0' TO 4' 4" 8" 10" 3'-0" #4 0 12" 4 0 12" '4 ON PURtJN ,. 4' TO 6' 1'-6" 8" 10" 4'-6" #4 0 12" » 1 8 #4 ®12 #3 12 R 3/8x10x2'-6" W/ 8-1/2"0 X 4" H.S. �-- AT EACH M.B. RAFTER �-- N Ile 1 #5 .RAFTER �: - T1E REFER TO 17/S1.2 F— METAL BLDG 4 #5 FULL LENGTH FOR ADDITIONAL OF PANEL 0 PLATE 2'_0» 4#5 PANEL REINF. 3/16� AND TIED TO »A» REFER TO DELTA JOIST HEADED STUDS FWNA DRAWINGS FOR JOIST ------- EMBED INFORMATION. 3 16� �`- W L a ASSOC. / 17A Consulting Engineers PURLIN TO WALL PANEL CONNECTION N 2 #5 FULL LENGTH OF PANEL PIED 1015 W. Broadway, Suite A 9020 Capitol of Texas Hwy. 16DETAIL, TYPICAL DETAIL TO H.S. Fort Worth, Texas 76104 North 576 TYPICAL '. 7 1 % A (817) 332-1944 Austin, Texas 78759 Fax (817) 336-8620 (512) 346-3129 7291 Glenview Drive North Richland Hills, Tex" 76180 Telephone 817 589-1722 Facsimfle 817 595-2916 ! Architects G S B /B A T E N H 0 R S T THE NOWATM CONTAM ON THIS AND SUBSEQUENT DRAWINGS IS PWLEGED AND CONnDENT& AND IS INTENDED ONLY FOR THE USE OF THE CLIENT OWNER FOR DE" DEVELOPMENT AND PRICNG PURPOSES. THE TERM GED AND CONFlOENIY: NMUOM- WOW LIMITATION, ATTORNEY -CLIENT PMUGED C01 MICATMS, ALL WORK PRODUCED, TRADE SECRETS AND ANY OTHER PROPRIETARY MJFORIM9ION ANY RIR C COMMIWATION OR D61RIBM OF THESE DRMMNGS IS PROHIBf . REVISIONS Al 10-22-96 PYRAMID BUILDING SYSTEMS, INC. 409 West Vickery Boulevard Fort Worth, Texas 76104 PROJECT S, Inc. AIR FREIGHT SERVICES GRAPEVINE, TEXAS F)INDATION DETAILS SCALE 31,V-11-0' PRth1ECT IW48 J DATE 8-5-96 MAP a KED BINDNVQ DQ OFIDER 1 2 3 4 7 1 /4--- 50'-0 1 /4" 50'-0" 50'-0" 00, PANEL JOINT DIMENSIONS 26'-1 1/2" 21'-6" 15'-0" 20'-0" 15'-0" 21'-6" 21'-0" 25'-6" Al 5 6 7 8 351'-9" 50'-0" 50'-0" 50'-0" 50'-0" A�L 1'-i 1/2' 20'-0" y 15'-0" 00, 15'-0" If 20'-0" 15'-0" 15'-0" 0 f 20'-0" 15'-0" 15'-0" 20'-0" 16'-1 1/2" or If Np`® \ 9 I(Q+ � j8♦ � ��+ 9 �6'+ 9 ��+ 9 c9+ , �� ♦ Oct • !rQ *♦♦ �j�O �O �C �O �O qO �O O CO 6' x, °'h °� �h CO F.G. o,� o,`a �� o,� oh oh F.C. oo _ oh oh F.C. h !� F.C. ofS.0 j I F.C. S.C. F.C. S.C. } , F.C. S.C.- - F.C. S.C. ` 1 15.C. S.C. F.C. S.C. S.C. I I S.C. S.C. N , \ 10 51.2 0 • Ia oA N 9��+? S.C. 2/S1,1 r9 O cQ ^ I ! o I CDr, I : J + jcb1 G N U + N C > + to U , N C J + (� C.i ♦ to U + Vi %N "' e �/4/ o . F.G. --�--- 3 S1.2 6/S1.1 117 \\,I_S,., ® ♦ 10/S1.1 0 5/S1.1 4/S1.1 N ,�+ N 19 , S.J. �� v'6, S.C. N A \ 15/S1.2 0 1 I N 9j�♦ (:A�- .�` F.C. 7 ^ 1 /S1.2 T0. 7/S1.1 & N s + 3/S1.1 O �9+ y��ho i y�°�o i r1 ►�_��h_o ,i( rI __,I ®rI __ '`0• h i '`�0� �hh,o i ,� Ir -- �I �`�♦ohrI h-° - �I '`0+ °h�o i ,Ir -o�-o � II rI '`-+-- o i�I( ` --- -'`�-h•�- h,i - 'A ° 6.•o� .0F.C.F1 F.C.9�I" . F %o o~ 9 S.C. S.0 S.C. S.C. F.C. S.C. S.C. F.C. S.C. 7b� oC-. moo-F+- .C. 10/S1.2 + • ,�+ cat'` '` ho�+ N12/S1.2�N ^ It 1 /S2.1 0 1 /S2.1 'ol 1 /S2.1 A, o PANEL JOINT DIMENSIONS 7 1/4„�, 22, -6" 20r -0w 20r -0w 25r -0r 25r -0w 25r -0w 25r , -0• 25r -0w 25r -0w 25f -0w r 25 -0w 01 25r -0w , 25f -Ow 25f -0r )3'-7 3/4 ; PLAN NOTES: 1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO BEGINNING CONSTRUCTION. 2. REFER TO SHEET S1.1 AND S1.2 FOR GENERAL NOTES AND TYPICAL DETAILS NOT NOTED ON PLAN. 3. FINISH FLOOR = DATUM ELEVATION 100'-0", ACTUAL = 633.0' 4. PIERS ARE NOTED ON PLAN THUS: 18730"< PIER SHAFT DIA./BELL DIA. 98$-0" < TOP OF PIER ELEVATION 5. PIERS AND COLUMNS ARE CENTERED ON GRIDLINE INTERSECTIONS UNLESS DIMENSIONED OTHERWISE ON PLAN. 6. FLOOR SLAB SHALL BE 5" THICK CONCRETE REINFORCED WITH #3 0 14" O.C.B.W. CENTERED IN SLAB. 7. PROVIDE 2#4X3'-0" DOWELS CENTERED IN SLAB AT ALL INTERIOR CORNERS WITHOUT A CONSTRUCTION OR SAWN JOINT. 8. REFER TO ARCHITECTURAL FOR LOCATION AND EXTENT OF ALL LEDGES, POCKETS OR DEPRESSIONS. 9. REFER. TO 13/S1.2 FOR RETAINING WALL REINFORCEMENT. 10. REFER TO 14/S1.2 & 16/S1.2 FOR RAFTER TO WALL PANEL CONNECTION. HANDRAIL POST (IF REQ'D.) F--- REF. ARCH'L OR 13/S-4 L. 6" 3/4" CHAMFER (TYP) 1 • @ 't � �5 I r 0 � t , 1 1 /2" X 3 1 /2" TYP. WALL REI N F. SHEAR KEY (TYP) VERT #4 ® 12" CENTERED HORIZ. #4 ® 12" � � COMPACTED ALL E DOWELS REFER z 1/S1.1 I FOUNDATION PLAN a 4#5 EACH FACE 1:;;7 2'-0" FULL HEIGHT OF PANEL oo 7 .. 7/S1.2 OPN'G < 2#5 ALL SIDES 1 EA. FACE "� #5 x 3'-0" DIAG. CORNERS CENTERED DOCK DOOR OPENING PANEL REINFOREMENT 1 2 TYPICAL DETAIL, " f6 � #4 0 18" 2 #3 z'-o• REfANING WALL 3 TYPICAL DETAIL A n mlvt � FRANK WEST �EAty p FWNA IFRAP& W. A ASSOC. Arm. Consufting Engineers 1015 W. Broadway, Suite A 9020 Capital of Texas Hwy. Fort Worth, Texas 76104 North 1576 (817) 332-1944 Austin, Texas 78759 Fox (817) 336-8620 (512) 346-3129 7291 Glenview Drive North Richland Hiile, TeZas 76180 Telephone 817 589-1722 Facsimile 817 595-2916 1 Architectsi G S B /B A T E N H 0 R S T THE INFORMATION CONTAINED ON THIS AND SUBSEQUENT DRAWINGS IS PRIVILEGED AND CONFIDENTIAL., AND IS INTENDED ONLY FOR THE USE OF THE OWNER FOR 060 DEVELOPMENT AND PRICING PURPOSES. THE TERM WYMED AND C(N FIDENTAI,' INUU<DES; WTMOUT LNTATION, ATTORNEY -CLIENT PRNB,EGED COMMUNICATIONS, All WORK PRODUCED, TRADE SECRETS AND ANY OTHER PROPRIETARY WORMATION. ANY PUBLIC CQ1f1JiNifCATtON OR DISTRIBUITON OF THESE DRAWINGS IS PROHIBITED. REVISIONS Al 10-22-96 22 10-31-96 NORTH PYRAMID BUILDING SYSTEMS, INC. -409 West Vickery Boulevard Fort Worth, Texas 76104 PROJECT KFS, In c. AIR FREIGHT SERVICES j GRAPEVINE, TEXAS FOUNDA11ON PLAN SCALE PROJECT - DATE 8-5-96 DRAWN . MAR CHECKED BINDING DQ ORDER