FRONT ELEVATION SIDE ELEVATION MISSION BEND COMMUNITY CENTER CUSTOMER: LOCATION: TRES LAGUNAS DR., HOUSTON, TX DRAWN BY: CHECKED BY:

Transcription

1

2 No. FRONT ELEVTION SIDE ELEVTION F:\mb mosque\modified floor plans \Mosque Front Elevation dwg 10:56:20 M 5/24/2011 Y CUSTOMER: LOCTION: DRWN Y: CHECKED Y: MISSION END MISSION END TRES LGUNS DR., HOUSTON, TX SCLE: N.T.S. DRWING NO. JO NO.: KX-1 2 OF 10 F:\mb mosque\modified floor plans \Mosque Front Elevation dwg

3 3-9" 5-4" F:\mb mosque\modified floor plans \Mosque Ground Floor Plan dwg 4:35:07 PM 6/14/2011 D 15-0" TELEPHONE / PX ROOM ELOW STIR. 3-11" HNDICPPED 3-11" 40-5" 18-4" 4-7" -0" -0" -0" -0" -0" -0" -0" -0" JNITOR 30-9" 39-2" OYS GYM. 5-4" STIR CSE CLSS ROOM CLSS ROOM UP WSH CLOSETS 14-2" 15-0" 10-0" GROUND FLOOR PLN SHOWER 18-4" 8-0" 3-4" 5-4" 5-4" 10-5" 3-4" 6-0" 2-6" 2-6" 2-6" 2-6" 5-4" 2-6" KITCHEN STORE KITCHEN No. 33-9" KITCHEN STORE 4-7" Y 7-11" 4-2" REMOVLE PRTITION PNEL 15-5" STORE FOR PRTITION PNEL 10-0" 8-0" 15-0" 3-4" 5-4" 3-9" 39-2" CLOSETS SHOWER CLSS ROOM 3-4" 5-4" 30-9" CLSS ROOM GIRLS GYM. FEMLE TOILET C 40-5" 18-4" 10-5" 4-7" WSH STIR CSE UP JNITOR C 3-11" 2-6" HNDICPPED 3-11" DIPER CHENGING UNIT CUSTOMER: LOCTION: DRWN Y: ELECTRICL CHECKED Y: ELOW STIR D MISSION END MISSION END TRES LGUNS DR., HOUSTON, TX SCLE: N.T.S. JO NO.: KX-1 DRWING NO. 3 OF 10 F:\mb mosque\modified floor plans \Mosque Ground Floor Plan dwg

4 C -0" -0" -0" -0" -0" -0" -0" -0" MECHNICL ROOM ELEVTOR LOCTION TO E FINLIZED Y KTIE 6 X8 LIRRY 39-2" 39-2" CORRIDOR CORRIDOR D D 6-0" 6-0" 4-1" HNDICPPED 5-10" 2-5" 2-6" 2-6" 2-6" MLE TOILET GURDRIL (TYP) DIPER CHENGING UNIT MLE TOILET HNDICPPED 5-10" 4-1" DN. DN. 15-0" STIR CSE LOUNGE ND COURT OVERLOOKING RE STIR CSE F:\mb mosque\modified floor plans \Mosque First Floor Plan dwg 4:27:02 PM 6/9/2011 SECOND FLOOR PLN No. Y C CUSTOMER: LOCTION: DRWN Y: CHECKED Y: MISSION END MISSION END TRES LGUNS DR., HOUSTON, TX SCLE: N.T.S. DRWING NO. JO NO.: KX-1 4 OF 10 F:\mb mosque\modified floor plans \Mosque First Floor Plan dwg

5

6

7 No " CONCRETE WITH 15" O/C F:\mb mosque\modified floor plans \Mosque floor plans Foundation-Plan_ dwg \Mosque Foundation-Plan_ dwg 10:00:07 M M 6/9/2011 LEGEND 12" SHFT (TYP) ELL (TYP) " 40 24" 12" EXP JT (TYP) FOUNDTION PLN 5" SL ON GRDE REINF W/ 12" EW 1-6" Y ELEVTOR PIT 6 X8 12" CONTRCTION JT (TYP) 40 ECH WY OVER 4" COMPCTED SE SEPRTED Y 6 MIL. VPOR RRIER (TYP) MISSION END CUSTOMER: MISSION END LOCTION: TRES LGUNS DR., HOUSTON, TX DRWN Y: SCLE: N.T.S. DRWING NO. CHECKED Y: JO NO.: KX-1 8 OF 10 F:\mb mosque\modified floor plans \Mosque Foundation-Plan_ dwg

8 No. G E N E R L N O T E S 1. Refer to architectural, electrical, and mechanical drawings for additional requirements for sleeves, anchors, overhead door blockouts, brick and sheet recesses, drains, plumbing penetrations, sloped floor slab, vent openings, etc. not shown on the foundation plans, details, and sections. 2. Strip and remove all surface organic, topsoil and unsuitable material from under all building and paving areas as required. 3. Isolate the floor slab from the clay substrata by placing a minimum depth specified in geotechnical report under the floor slab. Fill shall be compacted at optimum moisture content to ninety-five (95) percent of their maximum dry density as determined by the Standard Proctor Compaction Test (STM D698-91). 4. ll concrete used on project shall produce a minimum compressive strength of 3000 psi at 28 days when tested in accordance with STM C Concrete mixing, delivery, placement, finishing, and testing to be in accordance with CI Concrete to be ready-mix provided from a designated mix certified to meet strength requirements by an independent laboratory. Water is not to be added to concrete if mixture will exceed water/cement ratio. Concrete mix to have a maximum water/cement ratio of uilding slab on grade shall be underlain with a minimum of 4 inches of compacted sand fill. Prior to placing sand, the floor sub grade shall be properly compacted, proof-rolled, free of standing water and mud. Concrete shall be placed over 6 mil polyethylene with vinyl taped joints. 8. ll concrete surfaces, sloped or level, to be struck to a correct line by use of screeds. Screeds to be wood or metal and sufficiently rigid to produce grade lines required. uilding interior floors to receive steel trowel finish. 9. Saw cutting shall be to a depth of 25 % of the slab thickness. Sawing shall take place within 1 hour after initial concrete setup and will be accomplished using a wet "green cut" blade. 10. Concrete to be cured using a water-base resin. Curing compound to be applied and reapplied as required per the manufacturer s recommendations. Curing shall start as soon as possible and continue for 7 uninterrupted days. No traffic on the slab is allowed during the curing period. No side forms may be stripped or removed for at least 2 days after the pour. 11. ll reinforcing steel to be fabricated and install in accordance to CRSI-Concrete Reinforcing Steel Institute. 12. Unless otherwise noted, reinforcing steel shall be spliced as follows: 12.1 minimum lap of 36 bar diameters is required at all splices 12.2 Splices shall be located so that no more than 50% of the reinforcing is spliced at the same location. 13. ll reinforcing to be deformed high strength bars conforming to STM -615, Grade 60. Heating or flame-cutting of reinforcing shall not be permitted. No. 3 bars may conform to STM 615, Grade Clear cover for concrete protection of reinforcing shall be as follows: 14.1 Concrete placed directly against the ground (footings & grade beams): 3-inches 14.2 Concrete exposed to earth or weather after form removal: 2 inches for #5 bars and larger. 21. Should any of the detailed instruction shown on the plan conflict with the general structural notes, the specification or with each other, the strictest provision shall govern. 22. The general contractor shall be responsible to verify all dimensions on the plan and for coordinating all dimensions and elevations shown on the structural drawings with those on the architectural and mechanical drawings. If discrepancies in dimensions ccure, it shall be the responsibility of the contractor to bring the discrepancy to the attention of the architect and engineer before proceeding with the work. 23. ll workmanship and materials shall conform to "THE 1997 UNIFORM UILDING CODE(UC)",local ordinances and reference standards of STM, CI, ND ISC. 24. ll contractors and subcontractors are to examine all drawings and notify the project engineer of any discrepancy EFORE proceeding with the work. 25. Foundation engineers liability is limited to foundation design fee. 26. It shall be the responsibility of the contractor to locate all existing utilities and protect them from damage. 27. Concrete slab on grade is not designed for any point load. 28. In case of any discrepancy between this plan and anchor bolt plan, anchor bolt plan supersede, and foundation engineer shall be notified. 29. Footing center shall be center of the column to avoid eccentricity. 30.Compact soil all around isolated footings after placement. M T E R I L P R O P E R T I E S STEEL MNUFCTURER STD SPECIFICTIONS CONCRETE f c = 3000 P.S.I REINF. STEEL RS Fy = psi LLOWLE ERING PRESSURE = 2500 PSF DED LOD PLUS SUSTINED LIVE LOD SOIL T 12 FT ELOW NTURL GRDE. FOR MORE INFORMTION REFER TO REPORT# E OF "GEOTECH ENGINEERING ND TESTING" D PRIL 8/2002 NCH. OLTS STM For smaller bars provide 1 inches unless noted. 15. Provide 4-#5 s "L" bars, two top and two bottom at each grade beam intersection. Lap 36 bar diameters with discontinuous grade beam reinforcing. "L-bars" shall be placed inside the ties. 16.It is responsibility of the contractor to verify the actual conditions at the site and that the drilled shafts are founded on a suitable load bearing clay capable of supporting 2,500 psf net allowable bearing pressure. F:\mb mosque\modified floor plans \Mosque Foundation-Notes dwg 10:51:03 M 5/24/ recommendation in geotehnical report prepared by " GEOTECH ENGINEERING & TESTING" general contractor. ny deviation from the report must be reported to the foundation engineer. 18. N OPTIONL KEY-WY: 19. Contractor may use 3 1/2" metal key way with #4 x 3-0" long dowels centered on key way on centers with a plastic cap sleeve on one end in lieu of sawcut. Submit location and pour sequence to engineer of record for approval. 20. N must be followed by the Y CUSTOMER: LOCTION: DRWN Y: CHECKED Y: MISSION END MISSION END TRES LGUNS DR., HOUSTON, TX SCLE: N.T.S. DRWING NO. JO NO.: KX-1 7 OF 10 F:\mb mosque\modified floor plans \Mosque Foundation-Notes dwg

9

10 No. CONSTRUCTION JOINT CL OF THE COLUMN 1-0" 2-0" 1-0" 30 # FELT OR OND REKER # 12" TOP EW " 6 RE: PLN FOR REINFORCEMENT RE: PLN FOR THICKNESS VPOR RRIER MIN. 4" POUROS FILL COMPCTED SUGRDE TO 95% STD. PROCTOR (4)- #3 EQULLY SPCED (3)- #5 T TOP ND OT. C.L. OF THE PIER CL OF THE COLUMN 6" #3 T MID SL W/12" LP 2 - #3 INTERIOR PILE CP 1-2" 4" 1-3" 4 1/2" 6 MIL VPOR RRIER 4" SND SELECT FILL COMPCT TO 95% STM D-698 STNDRD PROCTOR DENSITY 24" INTERIOR PILE CP DETIL ISOLTION JOINT T INT. PIPE COLUMNS SL ON GRDE DETIL CONSTRUCTION JOINT CL OF THE COLUMN SWED JOINT 2"x2" SHER KEY SL ON GRDE EUCO 700 JOINT SELNT CL OF THE COLUMN 6" 8 SPN SWED CONTROL JOINT #3 T MID SL W/12" LP ISOLTION JOINT T INT. H COLUMNS # 12" # 12" # 12" # 12" # 12" 8" 3-0" 5" # 12" 8" 8-0" 8" FIRST POUR SECOND POUR SELNT TYP LEG LENGTH = 18" F:\mb mosque\modified floor plans \Mosque Foundation-Details dwg 11:46:35 M 6/9/2011 5/8"* SMOOTH DOWEL x 18" LONG TO MTCH SL RER SPCING CONSTRUCTION JOINT PLSTIC SLEEVE SECOND POUR KEYED COLD JOINT FORM Y CUSTOMER: LOCTION: DRWN Y: CHECKED Y: MISSION END MISSION END TRES LGUNS DR., HOUSTON, TX SCLE: N.T.S. DRWING NO. JO NO.: KX-1 10 OF 10 F:\mb mosque\modified floor plans \Mosque Foundation-Details dwg