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HomeMy WebLinkAboutIA2004-2136 (2)CvrP 41 JOB ADDRESS. DATE OF ISSUANCE. Al r4 PERIMIT #: ' JUN 2 5 2004 BUILDING PERMIT APPLICATION PLEASE PRINT LOT: % BLOCK: / SUBDIVISION: BUILDING CONTRACTOR (company name): CURRENT NLkILI G ADDRESS: CITY /STATE /ZIP: PROPERTY OWNER: CURRENT NIA.MIiNG ADD) CITY /STATE /ZIP: M NOW PHONE NUMBER: / 7 `#IVP R 4 6 71 �` °� -J /I`l `7_•_ 7 PHONE NUNLBER: ef /7— 'rileg�� 77 CONSTRUCTION VALUE: S DESCRIPTIO`rr OF WORK TO BE DONE: USE OF BUILDING OR STRUCTURE: NAME OF BUSINESS. NAME 4a, 6 co FIRE SPRIINKLERED? YES X NO Opt/ * * Total Square Footage under roof* ,5 "r Square .Footage of alteration /addition: O I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings and additions) © I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review, Control Number: (Not required for 1 & 2 family dwellings) " *FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMWNVfERCIAL AND PUBLIC BUILDINGS Z1 I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas Department of Health. I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City Of Grapevine. Ordinance regulating construction. 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. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CI'T'Y, AND THAT THE DESIGN PROFESSIONA )OWNER IS RESPONSIBLE FOR OBTAINING SUCH AP PR OM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). j / '0 /I PRINT NAINIE: SIGNATURE: THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING IN CTION PARTMENT Construction T e: y Permit Valuation: $", e'' Setba s A royal to Issue Front: Electrical Occupancy Group: S- J Division: Build in Width.- Left. Plumbin Zonin ,BuilDh Ri ht: Mechanical Rear: Plan Review Approval: ate: L Water Availability Rate- Sewer Availability Rate: Site Plan Approval.. Date: Fire Department: Date: Building Permit Fee: Public Works Department- Date: Plan Review Fee: Health Department: Date. Lot Drainage Fee: Approved for Permit: ate: 9 Total Fees: Lot Drainage Submitted: P.O. BOX 95104. GRAPEVINE. TX 76099 pproved- (817) 410 -3165 Total Amount Due: . O:FOR�L% BUILDING. APP 1j'212002 CITY OF GRAPEVINE MECHANICAL_, E,LECTRICAL____ PLUMBING____ PERMIT FEES JUL PLE E PRINT .__ __. ATE PERMIT # BLDG. PERMIT # - _ c JOB ADDRESS DESCRIPTION OF WORK: l PROPERTY OWNER: CONTRACTING COMPANY: �i 9t✓` t ,C �✓ ADDRESS: ADDRESS: 0P A �. • Lw } , . CITYISTATEIZIP. CITYl5TATEIZIP: y ,/ 41 L PHONE NUMBER > PHONE NUMBER: TYPE OF OCCUPANCY BUILDING AREA PERMIT FEES AMOUNT DUE (SO FT) EACH TRADE I. R -3 1 - 749 $ 33.25 SINGLE FAMILY, DUPLEX 750- 1,199 $ 49.88 TOWNHOUSE, 1,200 - 11500 $ 63.18 NEW COt' "STRUCTION 8 1,501 - 1,750 $ 76.48 - ADDITIONS (PER UNITY 1,751 - 2,000 $ 83.13 23001 - 21250 $ 8978 TOTAL SQ FOOT UNDER 21251 - 31000 $ 9643 ROOF 31001 - 30500 $ 103.08 $ 3,501 - 41000 $ 10973 41001 + $ 120.37 EACH TRADE II. A, E, I, R -1 1 - 500 $ 37.00 HOTELS, APARTMENTS, 501 - 100,000 $ 17.50 +,035 PER DRINKING/DINING, 1001001 - 500,000 $ 31500.00 +.03 SQUARE EDUCATIONAL, ASSEMBLY, 5001001+ $151000.00 +.02 1 FOOT $ INSTITUTIONAL EACH TRADE 111. B, F, H, M, S, U 1- 500 $ 37.00 OFFICE, RETAIL, WHOLESALE, 501 - 50,000 $ 32,00+ -Cl PER GARAGES, FACTORIES, 501001- 1001000 $ 182.00+ .007 SQUARE WORKSHOPS, SERVICE 1001001+ $ 582.00+ .003 FOOT $ STATIONS, WAREHOUSE CONTRACT EACH TRADE VALUATION OF IV. a ANY OCCUPANCY GROUP 500 $ 37.00 ALTERATIONS, FINISH -OUTS, 501- 1,500 $ 45.00 SHELL COMPLETIONS 11501- 31000 $ 57.00 31001- 51000 $ 72.00 CONTRACT VALUATION OF WORK: 5,001- 505000 $ 27.00+ .009 50,001- 100,000 $ 127.00+ .007 PER ,1 1001001- 500,000 $ 327.00+ .005 DOLLAR $ ��,�% 500,000+ $ 13327.00+ .003 VALUATION $ EACH TRADE V. MISCELLANEOUS IRRIGATION SYSTEMS $ 37.00 MOBILE HOME SERVICE $ 37.00 TEMPORARY POLE SERVICE $ 37.00 SWIMMING POOLS $ 37.00 SIGN ELECTRIC $ 37.00 $ . CITY OF GRAPEVINE MECHANICAL ELECTRICALX PLUMBING PERMIT FEES (PI FASF PRINT) PERMIT # BUILDING AREA BLDG. PERMIT # rq AMOUNT DUE DATE: (SO FT) JOB ADDRESS f CG° I. R -3 DESCRIPTION OF WORK. l 749 $ 33.25 SINGLE FAMILY, DUPLEX 750- 11199 $ 49.88 PROPERTY OWNER. JQ _ CONTRACTING COMPANY: 11500 $ ADDRESS; � fiv. ,� ; y yo ADDRESS: 13501 - 11750 $ 76.48 ADDITIONS (PER UNIT) 11751 - CITYISTATE2IP: � � - � � C{TYISTATERIP: 21001 - 21250 $ 89.78 TOTAL SQ. FOOT UNDER 21251 - 3,000 $ 95.43 PHONE NUMBER:_ ROOF r� PHONE NUMBER $ 31501- 41000 $ TYPE OF OCCUPANCY BUILDING AREA PERMIT FEES AMOUNT DUE (SO FT) EACH TRADE I. R -3 1 - 749 $ 33.25 SINGLE FAMILY, DUPLEX 750- 11199 $ 49.88 TOWNHOUSE, 11200 - 11500 $ 63.18 NEW CONSTRUCTION & 13501 - 11750 $ 76.48 ADDITIONS (PER UNIT) 11751 - 21000 $ 83.13 21001 - 21250 $ 89.78 TOTAL SQ. FOOT UNDER 21251 - 3,000 $ 95.43 ROOF 31001 - 31500 $ 103.08 31501- 41000 $ 109.73 $ 41001+ $ 120.37 EACH TRADE II, P,, E, I, R -1 1 - 500 $ 37.00 HOTELS, APARTMENTS, 501 - 100,000 $ 17.50 +.035 PER DRINKING/DINING, 1001001 - 500,000 $ 31500.00 +.03 SQUARE EDUCA,TiONAL, ASSEMBLY, 500,001 + $15,000.00 +.02 FOOT $ INSTITUTIONAL EACH TRADE I11. B, F, H, M, S, U 1- 500 $ 37.00 OFFICE, RETAIL, WHOLESALE, 501- 501000 $ 32.00+.01 PER 1 GARAGES, FACTORIES, 50,001- 1001000 $ 182.00+ .007 SQUARE WORKSHOPS, SERVICE 1001001+ $ 582.00+ .003 FOOT $ STATIONS, WAREHOUSE CONTRACT EACH TRADE VALUATION OF IV, WORK ANY OCCUPANCY GROUP ALTERATIONS, FINISH -OUTS, 0- 500 $ 37.00 SHELL COMPLETIONS 501- 1,500 $ 45.00 1, 501- 31000 $ 57.00 31 001- 51000 $ 72.00 CONTRACT VALUATION OF WORK: 5,001- 501000 $ 27.00+ .009 501001- 100,000 $ 127.00+ .007 PER Cho 00 `-y 100,001- 5001000 $ 327.00+ .005 DOLLAR ---�' � f $ (,,,�' 5003000+ $ 1,327.00+ .003 VALUATION $_ EACH TRADE V. MISCELLANEOUS IRRIGATION SYSTEMS $ 37.00 MOB4LE HOME SERVICE $ 37.00 TEMPORARY POLE SERVICE $ 37.00 SWIMMING POOLS $ 37.00 SIGN ELECTRIC $ 37.00 $ CITY OF GRAPEVINE MECHANICAL ELECTRICAL PERMIT FEES (PLFASE PRINT) PLUMBING PERMIT # BUILDING AREA BLDG. PERMIT # PERMIT FEES DATE: � �,/ �y' -0 T (SQ FT) JOB ADDRESS: � � ��� (� ` J I. R -3 DESCRIPTION OF WORK: $ 33.25 J PROPERTY OWNER:•.... $ 49.88 C NTRACTING COMPANY. 1 TOWNHOUSE, 11200 - 11500 $ 63.18 NEW COi )STRUCTION & 10501. 1,750 $ 76.48 ADDRESS: (� . ^ /yj/j ; ADDRE Z: L. �% • j� Z ) 1/ (f/+f�� , f / / $ 89.78 , { CITY/ST TEIZIP:; � r '� v .-.. t x x} 5.2 CITY /STATEIZIP,: M � L) I PHONE NUMBER 31001 - 30500 $ PHONE NUMBER: 31501 - 43000 $ 109.73 $ TYPE OF OCCUPANCY BUILDING AREA PERMIT FEES AMOUNT DUE (SQ FT) EACH TRADE I. R -3 1- 749 $ 33.25 SINGLE FAMILY, DUPLEX 750- 11199 $ 49.88 TOWNHOUSE, 11200 - 11500 $ 63.18 NEW COi )STRUCTION & 10501. 1,750 $ 76.48 ADDITIONS (PER UNIT) 11751 - 2,004 $ 83.13 21001 - 21250 $ 89.78 TOTAL SQ.FOOT UNDER 21251 - 3,000 $ 96.43 ROOF 31001 - 30500 $ 103.08 31501 - 43000 $ 109.73 $ 4,001 + $ 120.37 EACH TRADE II, Al E, I, R -1 1- 504 $ 37.00 HOTELS, APARTMENTS, 501 - 1000000 $ 17.50 +.035 PER DRINKING /DINING, 1001001 - 500,040 $ 3,500.00 +.03 SQUARE f EDUCATIONAL, ASSEMBLY, 500,001 + $151000.00 +.02 FOOT $ INSTITUTIONAL EACH TRADE III. B, F, H, M, S, U 1- 540 $ 37.40 OFFICE, RETAIL, WHOLESALE, 501- 501000 $ 32.00+ .01 PER GARAGES, FACTORIES, 501001- 100,000 $ 182.00+ .007 SQUARE f WORKSHOPS, SERVICE 1001001+ $ 582.00+.003 FOOT $ STATIONS, WAREHOUSE CONTRACT EACH TRADE VALUATION OF IV, WORK ANY OCCUPANCY GROUP ALTERATIONS, FINISH -OUTS, 0- 500 $ 37.00 SHELL COMPLETIONS 501- 1,500 $ 45.00 11501- 3, 404 $ 57.04 31 001- 51000 $ 72.00 CONTRACT VALUATION OF WORK: 51001- 501000 $ 27.00+.009 501001- 1 00,000 $ 127.00+ .007 PER 100)001- 5001000 $ 327.00+ . 005 DOLLARj°,� IVALUATI (� $ 5001000+ $ 1,327.00 +.003 ON $ / EACH TRADE V. MISCELLANEOUS IRRIGATION SYSTEMS $ 37.00 MOBILE HOME SERVICE $ 37.00 TEMPORARY POLE SERVICE $ 37.00 SWIMMING POOLS $ 37.00 SIGN ELECTRIC $ 37.00 $ SCALE: /8 > _ 1, _ 0„ 01 FIRST FLOOR LEASE PLAN SCALE:- _ SCALE: 1 50' -0'> +94 19 CL wt.. ,c, `"j 1 t 2 DALLAS ROAD JAG TRADE PARK WEST HANOVER CITE` OF GRAPEVINE SHEET OF RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE THIS PLAN T4 BE KEPT CAN THE JOB, AT ALIJIMES _ to it is th respon '�ra� . 0 CHEDULE LotivG Iz owner / des'! building DOE ' r4 +'T to have plan reviewed and the b��u��'ldJin]g , R 1., inspected d energy " f� th State L SED P. inspector in acc � � documentation showing review and Insp ct�on compliance wit tl� "r9Y code adWV I #XTED EXIT LIGHT the State hall be submitted t6 lihTTERY BACKUP Bui ing Department. EXHAUST FAN AT0 NOTE: ALL FIXTURE MODEL NUMBERS SHALL BE AS SELECTED BY OWNER, FIXTURE SCHEDULE ONLY INDICATES FIXTURE TYPES.._.._._.___ SEPARATE PLUMBING, MECHAi ELECTRICAL AN[) SIGN PERAITTS S�A�.I.L 1E REQU IRE 19 N TS INSPECTIgN! fin CON ` w . . rm4. .. W . x[ � G'�!v Ai '4 .I "1 pww* IRS :R 1 pq mi HEATERS ARE NOT ALLOWED ~� " �yESSURE RELIEF IN THE SLAB. N ATT i CS 0 GE#I� SSEMB E IOR AF kD n BLDG. 14 ro Nil ' 11 i111IN,111 _0 '' 4: GROSS A" 6,500 INSPECTIgN! fin CON ` w . . rm4. .. W . x[ � G'�!v Ai '4 .I "1 pww* IRS :R 1 pq mi HEATERS ARE NOT ALLOWED ~� " �yESSURE RELIEF IN THE SLAB. N ATT i CS 0 GE#I� SSEMB E IOR AF kD n BLDG. 14 ro Nil ' 11 i111IN,111 REFERENCED NOTES: 1. STUD PARTITION 3 -5/8' X 25 GA. @ 24" O.C. WITH 5/8' THK. TYPE 'X' GYPSUM BOARD EA. SIDE, TAPE, BED, TEXTURE AND PAINT, BRACE TOP RUNNERS DIAGONALLY TO STRUCTURE AS REQUIRED, 2. WALL FURRINGt 2 -1/2" X 25 GA. STUDS @24" O.C. WITH 5/80 TYPE 'X' GYP. BD., FINISHED AS NOTE 10 3, INSULATE WALLS WITH 3 -1/2' THK, R -11 FIBERGLASS BATTS WITH KRAFT VAPOR- BARRIER. 4. SUSPENDED ACOUSTICAL GRID SYSTEM SHALL BE 24" X 48" MEDIUM -DUTY WITH 5/8' THK, MINERAL -FIBER LAY -IN UNITS, FISSURED PATTERN, RUN MAIN TEES PERPENDICULAR TO JOISTS & SUPPORT WITH 12 GA. HANGERS @ 48" O.C. AND WITH ADDITIONAL HANGERS @ CORNER OF EACH RECESSED LIGHT FIXTURE. �N �N 5. ALUMINUM & GLASS STOREFRONT SHALL MATCH EXISTING IN TYPE AND COLOR (4" X 1 --3/4' FRMG, WITH 1/4" THK, BLACK FLOAT GLASS, 6. REMOVE EXISTING BOLLARDS, DOCK BUMPERS, OVERHEAD ROLL- ING DOORS AND TRACKS AND PATCH SURFACES AS REQD. 7. ALL DOORS SHALL BE 3' -0' X 6' -8' X 1 -3/4" THK, SOLID CORE WOOD FINISHED, AS NOTED, ALL FRAMES SHALL BE EQUAL TO RAYCO K.D., WRAP - AROUND DESIGN, WITH FINISH AS SELECTED BY OWNER. 8, INTERIOR. WINDOWS SHALL BE AS SHOWN ON PLANS. WITH RAYCO K.D. PRE - FINISHED FRAMES AND GLAZED WITH 3/16' CLEAR FLOAT GLASS, PROVIDE SLIDING GLASS PANEL WHERE NOTED ON PLAN)p ALSO TEMPERED GLASS AS NOTED. 9. TOILET ROOM ACCESSORIES, PROVIDE EA, TOILET ROOM WITH ROLL -TYPE STAINLESS STEEL TISSUE HOLDER, SURFACE MTD, ST. STEEL PAPER TOWEL DISPENSER, 18' X 24' HT. MIRROR WITH CONCEALED ANCHORS & ST. STEEL FRAME. 10. WATER CLOSETS SHALL BE VITREOUS CHINA, TANK -TYPE, FLOOR MTD, WITH OPEN - FRONT SEAT WITHOUT COVER, & CHROME FIN- ISHED FLEXIBLE SUPPLY & ANGLE STOP, 11, LAVATORIES SHALL BE VITREOUS CHINA, WALL— MOUNTED, WITH CHROME FINISHED MIXING FAUCET, POP -UP DRAIN, ADJUSTABLE P- TRAP,, FLEXIBLE SUPPLIES, & ANGLE STOPS, SIZE SHALL. BE 19" X 190, WRAP ALL EXPOSED PIPES W/ ADA COMPLIANT INSULATING WRAP, 124 SINKS SHALL BE 18' X 21" X 6' DEEP X 20 GA, ST, STEEL SELF -RIM, COUNTR -TOP MTD., WITH CHROME FINISHED MIXING FAUCET, SWING SPOUT, AERATOR, DRAIN WITH REMOVABLE BASKET STRAINER, & BRASS ADJ. P -TRAP, FLEXIBLE SUPPLIES AND ANGLE STOPS, 13. TOILET ROOMS FOR HANDICAPPED SHALL BE PROVIDED WITH THE FOLLOWINGS ONE 42" LONG & ONE 36" LONG STAINLESS STEEL GRAB BAR, 1-1/4" O.D., MOUNTED 36" ABOVE FLOOR BY MEANS OF CONCEALED METAL ANCHOR PLATES ATTACHED TO METAL STUDS; ONE 18' X 32" MIRROR WITH ST. STEEL FRAME & MOUNTED WITH BOTTOM EDGE 40" ABOVE FLOOR; LAVATORY SHALL BE MOUNTED TO PROVIDE CLEAR HEIGHT OF 29' BELOW THE BOTTOM OF THE RIM. 14. HVAC SUB - CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE HVAC SYSTEM (DESIGN SHALL BE APPROVED BY OWNER) THAT IS IN COMPLETE COMPLIANCE WITH ALL APPLI- CABLE CODES AND STANDARDS, 15. A LICENSED FIRE PROTECTION SUB — CONTRACTOR SHALL MODIFY THE EXISTING WET -PIPE SYSTEM AS REQUIRED BY CODE. DESIGN AND INSTALLATION SHALL BE IN COMPLIANCE WITH ALL APPLICABLE CODES AND STANDARDS, 164 ALL ELECTRICAL POWER SHALL BE DISTRIBUTED BY MEANS OF INSULATED COPPER CONDUCTORS RUN IN METAL CONDUIT. ELECTRICAL SUB - CONTRACTOR SHALL, PRIOR TO SUBMITTING A PROPOSAL, COORDINATE WITH TENNANT FOR TYPE & LOCATION OF REQD. SPECIAL- PURPOSE ELECTRICAL OUTLETS. CONTACT TENANT THRU J. A. GREEN CO. (817) 488 -6677. ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND ALL. OTHER APPLICABLE CODES AND STANDARDS, 17. TOILET PARTITIONS WHEN SHOWN ON PLANS SHALL BE FLOOR - SUPPORTED, BAKED ENAMEL FINISHED GALV, STEEL, 32" WIDE DOORS, 18" WALL —HUNG URINAL SCREEN, 18, LAVATORIES SHALL BE 19 X 19 VITEOUS CHINA WALL —MTD. (OR 15 X 17 VIT, CHINA OVAL SELF —RIM COUNTERTOP--MTD.) W/ CHROME FINISH MIXING FAUCET, POP—UP DRAIN, ADJ, P —TRAP, FLEXIBLE SUPPLIES AND ANGLE STOPS, PROVIDE NATURAL — FINISH ASH — VENEER LAV BASE CABINET W/ HINGED DOORS, WHERE NOTED. 19, UNLESS NOTED OTHERWISE, EACH INTERIOR DOOR SHALL BE FITTED W/ THREE 4" X 4" STND. STEEL BUTTS, ONE ADA COMPLIANT LEVER -STYLE CYLINDRICAL LATCHSET (OR LOCKSET), AND ONE FLOOR STOP. HARDWARE FINISH SHALL BE BUILDING STANDARD, 204 ROOM FINISHES ARE AS FOLLOWS, EXCEPT AS NOTED: (ALL FINISH MATERIALS ARE BUILDING STANDARD IN COLOR AS SELECTED) FLOOR -- CARPET W/ PAD OR DIRECT GLUE -DOWN, BASE -- VINYL, 4" HGT. WALLS -- 5/8" TYPE 'X' GYP. BD., TEXTURED 8c PAINTED. CEILING--- 2' X 4' ACOUSTICAL PNLS, W/ EXPOSED GRID. ALT. FLOORING -- VINYL COMP. TILE, ALL TOILET ROOMS, NOT SCALE ION G. BRACE AS 4 (INSULATE ABOV GSW /2'X4'BA_ 02 WALL DETAIL SCALE 3/8" - 1' -0» 03 WALL DETAIL SCALE t c c n VINYL BASE -IEDULED FLOORING S' 0 w a EXISTING B/P ROOF EXISTING STRUCTURE 26 GA, METAL. WALL. PANELS EACH SIDE 6" 16 GA. METAL STUDS 016" O.C. TO UNDERSIDE OF BLDG, STRUCTURE 6" BATT INSULATION TYPICAL WHSE, DEMISING WALL TO ROOF DECK SCHEDULED FLOORING EXISTING CONC. SLAB SCALE TYP, ROOF JOIST- >CI un�7 rOrn CZ)_cN n r 3/8" = 1' -0" 05 PART, ROOF PLAN N TS. �>ULATION aULATION 0 BASE ED FLOORING OS WALL DETAIL SCALE INSTALL EA, A/C UNIT ON 2 4" LONG PRESSURE TREATED PINE BOLTED TO METAL DECK, BLOCK JOIST & DECK FOR SOLID RAIL SET RAILS INTO GALV, PITCH F INTO BUILT -UP ROOFING, X 4 iii` 0" RAILS BETWEEN BEARING. 'ANS FLASHED LOCATE A/C CONDENSERS AS SHOWN W/ UNIT WEIGHT (500 LB. MAX.) DISTR, EQUALLY ON (2) ROOF JOISTS. NOTE* ROOF DESIGN LOAD INCLUDES 3.0 P.S.F. FOR MISC. EQUIPMENT LOADS. 3/8" = 1' -0" R E. V I S I 0 N W Q W N �w >It W d <W w 0 d z Lo < wr wi L W m ui m w AW Aw olllll! �� / i'�` � i io 4W Ar 06 -03 -04 ARCHITECTS, INC. 1725 E. SOUTHLAKE BLVD. SUITE 100 SOUTHLAKE, TEXAS (81"7) 424 -4277 Date 06 -03 -04 Drawn By ACA Project No, _-- _0411 -05 Sheet A2 1 OF �N �N N � �� �� �H � ��II IIII�IIdfl �i I NIIII I IIIIN NIIIINININIIIIINIIIII�IIIIIIIINI�INIIIIN INIINNNIIN��NIN I�II�� FIG. 43(e) SIGNAGE MOUNTING LOCATION AND HEIGHT PAPER TOWEL 24" HOLDER --� s "MIN. KNEE CLEARANCE 18 "X32" MIRROR W/ S.S. FRAME z H _ � z m � 6 "MAX, TOE CLEARANCE 17 "MIN. DEPTH 07 ELEVATION"C' SCALE: 3/8" = 1' - 0" TOILET PAPER 06 ELEVATION'B' SCALE: 3/8" = 1' — 0" SEE FLOOR PLAN I _z 0 x oj � 15" MAX. 18 "X32" MIRROR W/ S.S. FRAME 36" I z Ikkkkkkkkkkkkkkkki 6" MAX. �0 of c� M OS ELEVATION'A' SCALE: 3/$„ - 1' - 0.. GENERAL H/C NOTES FOR INTERIOR FINISH -OUTS 1, HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL. BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES, 2, FAUCETS SHALL BE LEVER — OPERATED, WITH A FORCE REQUIRED TO ACTIVATE CONTROLS NO GREATER THAN 5 LBF. 3. WATER CLOSET FLUSH CONTROLS SHALL BE HAND OPERATED WITH LEVER LOCATED ON NON —WALL SIDE OF TANK. 40 GRAB BARS SHALL BE AS INDICATED ON PLAN, 1 -1/4" O.D. STAINLESS STEEL AND MOUNTED AS SHOWN ON ELEVATIONS BY MEANS OF CONCEALED METAL ANCHOR PLATES ATTACHED TO METAL STUDS. 5. ALL TOILET ROOMS SHALL PROVIDE ONE 18 "X32 MIRROR WITH ST. STEEL FRAME & INSTALLED W/ TOP EDGE AT A MIN. HEIGHT OF 74" A.F.F.. LAVATORY SHALL BE MOUNTED TO PROVIDE CLEAR HEIGHT OF 29" BELOW BOTTOM OF RIM, 66 BREAK ROOM COUNTERS SHALL PROVIDE A 36" (MIN.) WIDE OPEN KNEE SPACE FOR H/C APPROACH AND WITH COUNTER SURFACE NO GREATER THAN 36" A.F.F. 7, WORK COUNTERS SHALL PROVIDE AT LEAST ONE 30 WIDE SECTION OF COUNTER AT A FIXED HEIGHT NO GREATER THAN 34" A.F.F. 8. ALL SIGNAGE SHALL BE MOUNTED AT 60" A.F.F. AT DOORS TO THE CONFERENCE ROOM, BREAK ROOM AND ALL TOILET ROOMS. 90 ALL BUSINESS RECEPTION COUNTERS SHALL PROVIDE A 36" (MIN.) WIDE OPEN KNEE SPACE FOR H/C APPROACH AND WITH COUNTER SURFACE AT 36" A.F.F. SEE FLOOR PLAN 36�" 'I BAR 6" (MAX,) CC) oo� m z d (MIN. 'A' ADA -1 cz C B 'p1yoo YF k. I� NA DA -1 ADA -1 I w 04 STANDARD PLAN SCALE: }/E" =1 - 0" 1-1/2" 0 HANDRAIL 1" 0 RAIL SUPPORT @ 4' -O" O.C. MAX. 1 -1/2" SO. HANDRAIL POS S �,c @ 4' -0" O.C. MAX. '- & 3/4" SO, BALUSTERS @ 4" O.C. MAX. (TYPICAL) X -iC o J 4» OF w , 6" REINF, CONC, SLAB W/ #4 @ 12" 0. C. (EA. WAY) -771-1 'lilllllillll lI 11��111T11111k1111�IfllliI_L_11 ilflkillll; CLEAN COMPACTED FILL DIRT EPDXY DOWELS (OPTIONAL) W/ 5" DRILL SET IMBEDMENT �l 11 =1 i ill 11 —I I I� 11 1 -1/2" 0 PIPE RAILING & HORIZONTAL MEMBERS PRIMED & PAINTED BLACK (TYPICAL) 3/4 "X3/4" $ SOLID STEEL BALUSTERS SPACED A MAX. OF 4" O.C. --- PRIMED & PAINTED BLACK (TYPICAL) 4" TRIM BAR (TYPICAL) 6" PIPE BOLLARD 4'-0" HIGH FILLED W/ CONC., PAINT FIRST FLOOR 100' -0" t� r » U » » 40 o L i I I III'C -.III' i illll l I l I I I I I iil i II I� � I ilk @Illll.11il tllll IIIIIII IJ��J,� IIIIIIJIII LI,. 1.. .�Illllllllll�gll 6" REINF, CONC, SLAB W/ #4 @ 12" 0. C. (EA. WAY) -771-1 'lilllllillll lI 11��111T11111k1111�IfllliI_L_11 ilflkillll; CLEAN COMPACTED FILL DIRT EPDXY DOWELS (OPTIONAL) W/ 5" DRILL SET IMBEDMENT �l 11 =1 i ill 11 —I I I� 11 1 -1/2" 0 PIPE RAILING & HORIZONTAL MEMBERS PRIMED & PAINTED BLACK (TYPICAL) 3/4 "X3/4" $ SOLID STEEL BALUSTERS SPACED A MAX. OF 4" O.C. --- PRIMED & PAINTED BLACK (TYPICAL) 4" TRIM BAR (TYPICAL) 6" PIPE BOLLARD 4'-0" HIGH FILLED W/ CONC., PAINT FIRST FLOOR 100' -0" t� r » 03 A361 6' -6» j EDGE OF LANDING PANEL FACE 12' ill W L 6" REINF. CONC. SLAB 00 W/ #4 @ 12 0. C. (EA. WAY) U. w #4 D WELS @ 1/2" EXP. JT, FILLER 12 clocs N �� ` `� 1 —0» > 6— M11_ POLY VAPOR . E � #4 @ 12 O.C. e. EACH WAY BARRIER TYP. Lk 1' -0» 2 P. opt 1» (TYP.} #4 DOWELS @ - ---- -- - 12 O.C. EXISTING CONCRETE PAVING 2' -1„ 5, -6)) 6 TREADS @ 11" EA, ALUMINUM STOREFRONT SYSTEM AS SELECTED BY OWNER ' 'l L i I I III'C -.III' i illll l I l I I I I I iil i II I� � I ilk @Illll.11il tllll IIIIIII IJ��J,� IIIIIIJIII LI,. 1.. .�Illllllllll�gll 03 A361 6' -6» j EDGE OF LANDING PANEL FACE 12' ill W L 6" REINF. CONC. SLAB 00 W/ #4 @ 12 0. C. (EA. WAY) U. w #4 D WELS @ 1/2" EXP. JT, FILLER 12 clocs N �� ` `� 1 —0» > 6— M11_ POLY VAPOR . E � #4 @ 12 O.C. e. EACH WAY BARRIER TYP. Lk 1' -0» 2 P. opt 1» (TYP.} #4 DOWELS @ - ---- -- - 12 O.C. EXISTING CONCRETE PAVING 2' -1„ 5, -6)) 6 TREADS @ 11" EA, ALUMINUM STOREFRONT SYSTEM AS SELECTED BY OWNER L ilk ALUM, ADA /TAS COMPLIANT THRESHOLD SET IN SEALANT BED EXISTING CONCRETE SLAB EXISTING WALL. SCALE: z 1/2 = 1' - 0'. PROVIDE CHAMFERED EDGE #4 DOWELS 24' @ 12" O.C. N 4 @ 12" O.C. (EA. WAY) 4@12 lit O.C. (EA. WAY) #4 DOWELS @ 12" a.c. CONC. PAVING 03 STAIR SECTION SCALE: 1/2 - 1 0" SCALE: I 1/2 — 1' - 0" R E V i S a N Lu to n CD � W N > C w ce. :D <WCn m `>, 11.1 Q Lo r W . r C� c) o Z C.) rJ u C� W Ilm CL P4 < Fun 0 ��- ,D i c,, �1 AW 4w AW OF I` 06-03-04 1 • ARCHITECTS) INC. 1725 E. SOUTHLAKE BLVD. SUITE 100 SOUTH1k TEXAS (817) 424- 4277 .Date 06 -03 -04 Drawn By SCA Project No, 0411 -05 Sheet Am3 I of EXIST. POWER CO. CONNECTION ENCLI D 1 03 im -I I F CONDENSING UNITS ON ROOF - VERIFY CORRECT LOCATION PRIOR TO BEGINING NEW WORK 2'x4' RECESSED FLUORESCENT FIXTURE ( 120V) (3 LAMP, 2 ELECTRONIC BALLASTS, F32T8/41K LAMPS) COMBINATION EMERGENCY /EXIT FIXTURE (277V) SINGLE POLE SWITCH @ 480AFF THREE -WAY SWITCH @ 48'AFF WALL MOUNTED OCCUPANCY SENSOR (MOUNT AT 48'AFF) WATT STOPPER #1JS120/277 111111111111I OR APPROVED EQUAL -- CONDUIT WITH NEUTRAL, HOT, GROUND, AND SWITCH LEG CIRCUIT HOME RUN (# = CIRCUIT NUMBER) �(4) DUPLEX RECEPTACLE @ 161AFF UNLESS INDICATED OTHERWISE (4 = DOUBLE DUPLEX) GFI DUPLEX RECEPTACLE ABOVE COUNTER OR LAV TELEPHONE OUTLET @ 161AFF WITH 3/40C TO ABOVE THE CEILING (3/30/30/3R) DISCONNECT SWITCH 0 (POLES /AMPS /FUSES /WEATHER PROOF) 0 MOTOR CONNECTION GFI GROUND FAULT INTERRUPTING WP WEATHERPROOF .:X) SINGLE SECTION ELECTRICAL PANEL (X = PANEL DESIGNATION) TTB 4 "X4'X3/4' PLYWOOD TELEPHONE TERMINAL BOARD - PAINT TO MATCH WALL P M WATT CEILING TTSOPERTSEROIESUIII SW WITH WATT STOPPER B2 -100 POWER PACK 1. ELECTRICAL WORK SHALL COMPLY WITH THE NEC AND LOCAL CODES, 2, CONDUCTORS SHALL BE THHN OR THWN COPPER, #12AWG MINIMUM. 3, CONDUIT SHALL BE EMT, 1/2' MINIMUM EXCEPT CONDUIT EXPOSED TO THE WEATHER SHALL BE RGS, 4, EMERGENCY /EXIT LIGHTS SHALL BE ON CIRCUIT A -13. 5. DEVICES SHALL BE SPECIFICATION GRADE, 20 AMP, DEVICES AND PLATE COLOR BY ARCHITECT. 61 VERIFY FINAL LOCATION OF CONDENSING UNITS, 7, CIRCUITS ARE HOT, NEUTRAL, AND GROUND UNLESS INDICATED OTHERWISE. 3, 1 - #8G, 1 R4CU TO BLDG. STEEL, .W PIPING. 3 GROUND ROD 1/40 C 1 /4' C r � 1 1 � ELECTRICAL ONE LINE DIAGRAM SCALE NO SCALE PAN DRIVEF o -t u W. TCH T HEATER CEILING O1 FIRST FLOOR PLAN -POWER SCALE 1/8 1 C PANEL A LOCATION WAREHOUSE MOUNT SURFACE WIRE 4 MAIN 200A CB LOCATION TOP BUS 225A VOLTS 120/208 PHASE 3 M I N. C I R. BRK. I . C. 10, 000 AMP RMS SYS CONDUIT 1 1/4* CABLE 4 - #3 TOTAL CONNECTED KVA 16.0 TOTAL CONNECTED AMPS 44.5 ESTIMATED DEMAND KVg 16,0 ESTIMATE DEMAND AMPS 44.5 SPARE CAPACITY KVA 20.0 SPARE CAPACITY AMPS 55.5 CALCUL. DESIGN KVA 36.0 CALCUL. DESIGN AMPS 100.0 POLE CIRC. BRKR. OUTLET REMARKS PHASE LOAD VA # POLE AMP LTS REC MISC. A B C 1 3 40 CU -1 2,200 2 1 20 AHU -1 1, 400 2,200 3 - - - - - -- 4 1 20 WATER HEATER 1,500 20200 5 - - - -- 6 1 20 REC 10200 7 1 20 REC 800 8 1 20 REC 600 800 9 1 20 TTB 10 1 20 REC 800 11 1 20 REFRIG• 800 12 1 20 LIGHTS 400 13 1 20 LIGHTS 900 14 1 20 EMG /EXIT 200 15 1 20 SPARE - 16 1 20 SPARE - 17 1 20 SPARE - 18 1 20 SPARE 19 SPACE ONLY 20 21 22 23 24 25 26 27 28 29 30 32 33 34 35 36 37 38 39 40 41 TOTAL VA 6, 100 5, 300 4, 600 OPEN WORk W W IowKIM gal 10 117am a I I SCALE 1/8~ =1,_0 go {� �E 0 .r ry ^ m • •. 04 . wELLS -o .............. 43102 Wells Doak Enufneem, Inc. :00 S. HULEN ; . SUITE 212 •• O• TEXAS 76109 WDE #041350 R�E V I S I O N F-1 O O CN (OZ) �ozLO ¢�oz mCL H (09 ARCHITECTS, INC. 1725 E. SOUTHLAKE BLVD. SUITE 100 SOUTHLAKE, TEXAS (817) 424 -4277 Date 06 -03 -04 Drawn By WDE Project No, 0411 -05 Sheet El.l of I Is SANITARY WASTE AND VENT — SERVICE WEIGHT PVC, 2, DOMESTIC WATER AND CONDENSATE PIPING - SCH 40 PVC AND CPVC WITH 1' FIBERGLASS INSULATION WITH VAPOR SEAL, 3, TRAP SEAL PRIMER - JOSAM 88250, 4, WALL CLEANOUTS kM- JOSAM 58790 WITH STAINLESS STEEL ROUND FLAT COVER, 5, INSTALL ALL FIXTURES AT HEIGHTS DETAILED ON ARCHITECTURAL PLANS AND AS REQUIRED BY ADA, TAS AND ANSI 117,1, PROVIDE INSULATION COVERS ON ALL EXPOSED PIPING BELOW HANDICAP FIXTURES, 6. WATER CLOSET HANDICAP WCH - WHITE WC FLUSH TANK, 19' TO LIP, FLUSH HANDLE ON ACCESS SIDE, WHITE OPEN FRONT SEAT, GERBER 21 -238 7, LAVATORY HANDICAP L„H WHITE VC, WALL HUNG LAVATORY, GERBER 12 -454 WITH GERBER 40 -524 SINGLE LEVER FAUCET, TRUEBRO LAV SHIELD 2018 8, WATER HEATER 'jam.' - ELECTRIC, 12 GALLON STORAGE, LOCHINVAR JRJ012E, 208/10, 1500W, W/ FULL SIZE T & P PIPED TO HUB DRAIN, PROVIDE ADJUSTABLE WATER HEATER SHELF AND 4,7 GALLON EXPANSION TANK, 9. SINK ' SK - HC, CNTR -TOP STAINLESS STEEL, SELF - RIMMING, ELKAY #LRAD2219, 22' x 19'x5 1 /2' dp, PROVIDE W/ SINKi ELKAY #LK- 2439 -BH FAUCET W, SWIVEL SPOUT, WRISTBLADE HANDLES, BASKET DRAIN, SUPPLIES, STOP, & P -TRAP, 10, FLOOR CLEANOUTS - JOSAM 65020, 11, FLOOR DRAIN - JOSAM 30000- A -2 -17 WITH SATIN BRONZE TOP, 121 TMV ( THERMOSTATIC MIXING VALVE) - LEONARD MODEL M -15 -E, MIN 2.0 GMP - 7. 3@ 10 PS I G, 1, CONDENSATE LINES FROM EACH AHU ARE 314' UNLESS NOTED OTHERWISE, 2, REFER TO SHEET P1.0 FOR LEGEND, 3, GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL, 4, GAS PIPING ON ROOF SHALL BE RUN ON 4x4 REDWOOD RUNNERS WITH SKID PADS, COLD WATER PIPING (CW) HOT WATER PIPING( HW) TW TEMPERED WATER VENT PIPING (V) WASTE PIPING (SS) G GAS PIPING D /AD— COND, DRAIN / AUX. DRAIN TSP TRAP SEAL PRIMER -p BALL VALVE SHUTOFF m GATE VALVE.SHUTOFF MR] SCALE: 1/4 1: _ ^r 2"V TO EXIST. VTR 2 V �1� IT 314. 1/,• I I 1LH rLI I Isssssi 3"' FD FLOOR I WCOI W /TSP I 04'SS L2'SS \u-34SS TO EXIST SS 0 IN 1: 3' SS !2'V TO EXIST. VTR f= wt Lh WCH L LL ri ['iWC0 3' SS 3' SS O 2' SS SCALE: YE ABOVE THE CEILING WITH :4 CW, HW 34 CW DN W/ YCW TO WCH & ;'CW TO LH WHSE. AREA ; 0 CW, TW DN O%SHUTOFF ICE MKR, NO SCALE 10G ON ROOF TO EXISTING CONNECTION POINT - SET TO DELIVER ±110 CFH - FIELD VERIFY ALL EXISTING CONDITIONS, �"" T " "" ETC, , PRIOR TO EW WORK, �4 tits OW 0� AIN DN VER FLOOR 1 /8r =1._Cr Wells Doak Engineers, Inc. 2800 S. HULEN (81 920 -9545 �� ,�til � SURE 212 FORT W90RTH. tAAS 76109 •�- WDE #041354 R�E V I S I O N FENN O O g �wj� W p..4 YO � LLJ �o o LO Q�oz ma 9 ARCHITECTS, INC. 1725 E. SOUTHLAKE BLVD, SUITE 100 SOUTHLAKE, TEXAS (817) 424 -4277 Date 06 -03 -04 Drawn By WDE Project No. 0411 -05 Sheet P1.0 OF 1p AIR COOLED AIR HANDLING UNIT SCHEDULE UNIT NUMBER AHU -1 UNIT NUMBER F TOTAL AIR FLOW - CFM 140900 VOLTAGE/ PHASE A OUTSIDE AIR FLOW - CFM 320 SIZE ) N EXTERNAL S. P. - IN, WATER 0,50 208/3 C ENTERING AIR D. B. - DEG. F 79. 2 24'x24' O ENTERING AIR W. B. - DEG, F 65. 5 CDB 0 TOTAL SENSIBLE LOAD - BTUH 39,000 mmm� TRANS, RHUUD, OR APPROVED EQUAL. L TOTAL LATENT LOAD - BTUH 15,000 W/ OBD, 3 CONE GRAND TOTAL LOAD - BTUH 54,000 H HEATING LOAD - BTUH 51,300 E ENTERING AIR D. B. - DEG. F 611 6 A MAX. GAS INPUT - CFH 110 T FUEL TYPE NAT, GAS METALAIRE ARE FILTERS 1' To A. FAN H. P. 3/4 VOLTAGE / PHASE 120/1 �w UNIT TYPE) DX COOL /GAS HEAT 5 TON UNIT CONFIGURATION HORIZ. MANUFACTURER SEE NOTE 2� REMARKS 1, EXTERNAL S. P, CONSISTS OF DUCTWORK, DEVICES, FILTERS. 2. MANUFACTURE SHALL BE CARRIER, TRANS, RHUUD, OR APPROVED EQUAL, 1 PROVIDE FOR EACH HORIZONTAL UNIT ABOVE CEILING) AUXILIARY DRAIN PAN 4. AMBIENT AIR TEMP = 105 DEG, F. AIR COOLED CONDENSING UNIT SCHEDULE UNIT NUMBER NET EFFECTIVE REFRIG., BTUH AMBIENT TEMP DEG. F VOLTAGE/ PHASE MODEL NO. NOTES CU -1 SIZE ) 54,000 �-- NOTES 105 208/3 NOTE 2 1, 2 �t 24'x24' - - wmmmmmmm� 5800 W/ OBD, 3 CONE CDB CELL DIFFUSER I NOTES, 1. PROVIDE HAIL GUARDS. 2. MANUFACTURER SHALL BE CARRIER, mmm� TRANS, RHUUD, OR APPROVED EQUAL. 12'x12' 5800 W/ OBD, 3 CONE AIR DEVICE SCHEDULE DESIG, TYPE NECK SIZE C in. ) FACE C in. SIZE ) METALAIRE MODEL NO, NOTES CDA CELL DIFFUSER AS SHOWN 24'x24' 5800 W/ OBD, 3 CONE CDB CELL DIFFUSER AS SHOWN 12'x12' 5800 W/ OBD, 3 CONE RGA RETURN GRILLE 22'x22' 24'x24" 750OR REMARKS, 1. MANUFACTURE SHALL BE METALAIRE ARE APPOVED EQUAL, CU -1 c-n �... A 12`0 OA UP TO HOOD ON ROOF Ill 8' 0 CDA 180 CFM 10' 0 RGA 8.0 FROM EF' S TO 10' 0 UP TO EXHAUST HOOD ON ROOF 10' 0 CDA 350 CFM TYP -2 12' 0 RGA TYP -2 16 i DRIVER RM. BREAK RM. OPEN WORK AREA :: EE --ft- 18/16SA OFFICE OFFICE 17 TOILET 64'0 CDB 100 CFM ( 2 TOILETS) 8`0 CDA 250 CFM 10' 0 RGA WHSE, AREA 10' 0 CDA 270 CFM 10' 0 RGA 100'0 CDA 290 CFM 10' 0 RGA O1 FIRST FLOOR PLAN - HVAC SCALE* 1/8 1 OW OUTDOOR AIR DUCT TO INTAKE HOOD WITH MANUAL BAL, DAMPER) SMOKE DETECTOR O RETURN AIR PLENUM- FLEX DUCT CONNECTI ❑N� L JIL IL SUSPEND AIR HANDLING UNIT FROM STRUCTURE ABOVE �'"`�--- -FLUE THRU ROOF SUPPLY AIR PLENUM SMOKE DETECTOR AUXILIARY DRAIN PAN AIR HANDLING UNIT SCALE NO SCALE AIR HANDLING UNITS SHALL BE SUSPENDED BELOW ROOF DECK ABOVE CEILING SPACE, GAS FLUE SHALL BE NO CLOSER THAN 10' FROM ANY AIR INTAKE ON ROOF. MECHANICAL NOTES. LEGEND 1. THE HVAC INSTALLTION IS TO BE IN COMPLIANCE WITH LOCAL BUILDING CODES AND CEILING DIFFUSER TYPE 'CDA' ASHRAE STANDARDS. DUCTWORK AND DEVICES ARE TO BE INSTALLED USING MATERIALS AND MANUFACTURED ITEMS SIMILAR TO THOSE SPECIFIED IN THE CURRENT BUILDING ® CEILING DIFFUSER TYPE 'CDB' STANDARDS FOR THE PROJECT IN WHICH THIS LEASE IS TO BE CONSTRUCTED, 2, RESTROOM EXHAUST FANS SHALL BE VENTED TO A ROOF HOOD. EXHAUST FANS SHALL BE RATED RETURN GRILLE TYPE `RGA' AT 0,30'SP, EXHAUST FANS SHALL BE BRAUN OR EQUAL, 120V, WITH BACKDRAFT DAMPERS. ,E,E, = 110 CFM Q THERMOSTAT @ 48'AFF 1 RECTANGULAR DUCTWORK SHALL BE GALV SHEETMETAL IN ACCORDANCE WITH SMACNA, DUCT LAYOUT IS FOR GENERAL INSTALLATION REFERENCE ONLY, FLEXIBLE DUCT MAY BE USED ( DUCT SMOKE DETECTOR IN LIEU OF SHEETMETAL DUCT, 4. PROVIDE SPIN -IN TAPS WITH SCOOPS AND BUTTERFLY DAMPERS AT BRANCH DUCTS TO AIR - .�.-_. INDICATES D I RECT I ON OF AIR FLOW DEVICES, -EXH -- EXHAUST DUCT 51 PROVIDE ONE SMOKE DETECTOR IN THE RETURN OF EACH UNIT, PROVIDE �._ BRANCH TAP FOR AIR DEVICE SECOND SMOKE DETECTOR IN THE SUPPLY DUCT OF UNITS WITH AIR FLOWS >= 2000 CFM. IF SMOKE DETECTOR IS ACTIVATED, UNIT FAN SHALL SHUT OFF. -OA- OUTDOOR AIR DUCT 6, MOUNT CONDENSING UNITS ON ROOF ON 4x4 REDWOOD RUNNERS IN PITCH PANS. COORDINATE EXACT LOCATION PRIOR TO BEGINNING NEW WORK. ® EXHAUST FAN 'EF' 7, ROOF CURBS FOR EXHAUST AND INTAKE HOODS SHALL BE 12' HIGH, OA OUTDOOR AIR 8, ROUTE DUCTWORK TO AVOID VERTICAL WALL SUPPORTS. FIELD VERIFY EXISTING CONDITIONS, MANUAL BALANCING DAMPER 9, ALL EQUIPMENT AND INSTALLATION SHALL MEET OR EXCEED THE INTERNATIONAL ENERGY CONSERVATION CODE, 10. OUTDOOR AIR INTAKE(S) ON ROOF SHALL BE MOUNTED NO CLOSER THAN 1011(ft.) IN ANY DIRECTION FROM EXHAUST OUTLETS AND /OR GAS FLUES. .�O of Wells Doak Engineers, Inc. 2800 S. HULEN (817) 920 -9545 SURE 212 FORT WORTH, TEXAS 76109 WDE #041350 RQE V I S I O N O �wj� OW oz LO F� w .��oz c OQ �> ARCHITECTS, INC. 1725 E. SOU1'HI.AKE BLVD. SUITE 100 SOUTHLAKE, TEXAS (817) 424 -4277 Date 06 -03 -04 Drawn By WDE Project Na. 0411 -05 Sheet Ml .l OF 1M