4. GRLK_BLDG_P641_1998_BACHELOR ENLISTED QUARTERS BLDG P641 & P641A S_3.pdf
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- Solicitation number
- N4008526R0090
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This document is a set of architectural construction drawings detailing foundation and floor slab specifications for a building project. The drawings include multiple detail sheets showing typical wall footing types, floor construction methods, concrete wall specifications, and control joint details with associated schedules and notes.
The drawings specify three primary wall footing types with varying dimensions and reinforcement requirements detailed in an accompanying wall footing schedule. Key construction elements include CMU (concrete masonry unit) walls with vertical and horizontal reinforcement, lean concrete foundations, utility line sleeves, expansion joints, and control joints. The specifications reference concrete rebar schedules, dowel placements, and dimensional requirements (including depths measured from top of concrete elevation). Details cover equipment bases on slabs on grade, thickened slabs at masonry walls, floor construction joint details with control grooves, typical exterior and interior mandoor details, footing depressions for utilities, and vertical control joint construction. The drawings incorporate cross-references to mechanical and electrical drawings, general notes and specifications, site drawings, and foundation plans. Surface treatment requirements, bonding agents, granular material base specifications, and compacted subbase details are specified for various conditions. Drawing date is July 17, 1998, with file reference Nhs300.dwg.
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Text version
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CMU WALL
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SPECS
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-SEE SCHEDULE "SEE SCHEDULE 2¢. WALL & FTG GL CMU, WALL & FIG 919716"
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W (SEE SCHED) 1/2" 1-08 W {SEE SCHED) H1sTYP W (SEE SCHED) BloNY O1e
WALL FOOTING TYPE - 3 NOTE: FOR INTERIOR WALL FOOTING @ DOOR SEE DET 4/83.2 FOR ADD'L INFO "AIRvTYPICAL INTERIOR WALL FOOTING WALL FOOTING TYPE - 2 WALL FOOTING TYPE -
EXPANSION JOINT \TYPICAL INTERIOR WALL FOOTING DETAIL 1 \TYPICAL EXTERIOR WALL FOOTING DETAIL > $2.0
1/2" = 1-0" TYP 1/2" = f-O" TYP 1/2" = 1-08
EDGE OF EQUIPMENT w < |z
VERIFY SIZE & LOCATION PREVIOUS PLACEMENT NEW PLACEMENT_
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GRANULAR MATERIAL - SEE SPECS Wee 2 set 1 or geen age oC 2ot la TAPANSION ANCHORS a 2-#4 CONT TSB as mS Savor BARRIER - SEE SPECS We-7_|2. 4-6" [tov #5e12 [5-84 -9t2" uw
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@ 12" OC MAX ALONG PERIMETER =|
TQ ho COMPACTED SUB BASE - SEE SPECS WES Toa tor [see tere Q¥ ede
FOR ADDL INFO SEE DETAIL & & 6/S3.0 FOR ADOL INFO SEE DETAIL & & 6/$3.0 FOR ADDL INFO SEE DETAIL 5/S3.0 Wr-io 2 4-08 to" #4ei2 4-64 -3e2 =5) WNol4 WF-11 3 6-6" t-o" #6012 8-84 -3-28 <5 SsTYPICAL EQUIPMENT BASE TYPICAL THICKENED SLAB TYPICAL FLOOR CONSTRUCTION TYPICAL FLOOR CONTROL ue} Ze(8 \AT SLAB ON GRADE 7 \DETAIL AT MASONRY WALL (6\ DETAIL (CJ (8 \JOINT DETAIL (CLJ] wf WS
Nv ee \ \
TYP NTS TYP NTS TYP NTS TYP NTS NOTE: x¥ =
1. BOTTOM OF FOOTING ELEVATIONS SHOWN ARE Ot�" � REFERRED TO TOP OF FLOOR SLAB IeEL 0-08 FOR ACTUAL DATUM ELEVATIONS, Ld
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#5 EXTRA BARS
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EMULSIONOR
FORM OL {ven Rew 2 Sig cL See � ser \_ CONTROL GROOVE REMAINING ALTERNATE HORIZ REINF
TO' CONTROL GROOVE ATCONTROLJOINTAND)> � \ INTERIOR FACE CONTINUE THRU CONSTR JOINT. ALTERNATE INTERIOR HORIZ REINF4 2 T/CONC EL SEE PLAN \ 1
DO NOT LAP REINF AT CONSTR JOINT
INTERIOR FACE ~o Nie fa.7 $4012" x 4/- VARIES SBE PLAN vw} 2) O
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7 1 = 1 TT NX NX =
> > |? 1" GROOVE VERT REINF f GROOVE � \QNeer REINF YU=F & <I v7 6 (TYP) EXTERIOR FACE Ry ITYP} EXTERIOR FACE > 3
1 \ ] SCH. 40 STEEL PIPE SLEEVE 10
ai / Se 114 |, GROOVEet v v v TYP} z W/4" LG STUDS COORDINATE f mecartHy \¢% RECORD DRAWING DATE
SIZE WITH MECH/ELEC ENGINEER}
FOR ADDL INFO SEE DETAIL 5/S3.0 'ef ore 12.2
FOR ADOL INFO SEE DETAIL 1/S3.0 Oe
CONSTRN. CONTR. NO.
TYPICAL FOOTING DEPRESSION TYPICAL DETAIL AT TYPICAL SLAB DEPRESSION TYPICAL CONCRETE WALL TYPICAL CONCRETE WALL eee?
/® \FOR UTILITIES (2 EXTERIOR MANDOOR DETAIL FOR SLAB ON GRADE (0\ CONSTRUCTION JO! (@ \VERTICAL CONTROL JOINT
TYP NTS TYP NTS TYP NTS T NTS NTS
Nhs300.dwg 9: 46:50 Jul 17 1998
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