A11_QA-EnclosureSketch-CMU.pdf

373 KB Posted

Attached to
Trimmer & Auberry Station and Work Center
Solicitation number
12970224R0024
Issued by

About this file

Written by GovTribe AI ·

This file contains architectural design drawings showing detailed specifications for a CMU (concrete masonry unit) enclosure structure. The drawings include elevation views, a foundation plan, roof plan, section details, footing schedule, column schedule, and wall legend. The structure appears to be a single-story CMU building with a sloped metal deck roof and specific foundation requirements.

The technical drawings provide construction details including: fully grouted CMU walls of specified thicknesses, deck attachment specifications with both transverse and parallel support details, column and footing schedules with dimensional requirements, and precise measurements throughout the structure. This appears to be part of the design documentation for the Trimmer & Auberry Station construction project, providing detailed specifications for one of the building components that will replace facilities lost during the Creek Fire.

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AutoCAD SHX Text 48d

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(2) #4 CONT.

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#5 VERT. @ 8" O.C.

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#4 DOWELS @ 16" O.C. (ALTERNATE DIRECTION)

AutoCAD SHX Text FULL GROUTED CMU F'c = 1500 PSI

AutoCAD SHX Text +9'-0"

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TYP.

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CLR.

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(3) #5 CONT. LONG.

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#4 DOWELS. @ 18" O.C.

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#5 TRANSV. @ 7" O.C. @ TOP & BOTTOM

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CONC. SLAB PER PLAN

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#4 HORZ. @ 24" O.C.

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EQ.

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AutoCAD SHX Text 5" CONC. SLAB W/ #4 @ 12" O.C. EW @ MID DEPTH OVER 2" OF SAND OVER 15 MIL. VAPOR BARRIER OVER 4" CLEAN GRAVEL OVER 90° & COMPACTED SUBGRADE

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DETAIL

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REF.

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ANCHOR BOLTS

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COLUMN SCHEDULE

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COL. SIZE

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COL.

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BASE PLATE INFO.

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3'-6" WIDE CONT.

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"T" DEPTH

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DETAIL

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FTG.

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FOOTING SCHEDULE

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REINFORCING

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PERIMETER FOOTING REBAR RUNS CONTINUOUSLY THROUGH INTERSECTING

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PAD FOOTINGS.

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(3) #5 CONT. TOP AND BOTTOM (LONG) #5 @ 7" O.C. T&B TRANSV.

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1'-6" DIAM.

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WALL LEGEND

AutoCAD SHX Text INDICATES 8" FULLY GROUTED CMU WALLS W/ #5 @ 8" O.C. VERT. & #4 @ 24" O.C. HORIZ. SEE 3/-

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(4) #4 VERT. & #4 TIES @ 8" O.C.

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AutoCAD SHX Text SLEEVE x 12" DEEP

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SCALE: 3/16" = 1'-0"

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FOUNDATION PLAN

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1'-4" DIAM.

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NO REINF.

AutoCAD SHX Text INDICATES 12" FULLY GROUTED CMU WALLS W/ (2) #5 @ 16" O.C. VERT. & (2) #4 @ 24" O.C. HORIZ.

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ROOF PLAN

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EQ.

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COL. (TYP. OF 9)

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SLOPE

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SLOPE

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DECK ATTACHMENT

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STEEL DECK

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DECKING SCHEDULE

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LOCATION

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TYPE

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DECK GAGE

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FASTENERS AT END & INT. BEARING

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FASTENERS AT SIDE BEARING

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CONNECTION AT OVER CAP

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MINIMUM SLAB OVER DECKING

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SLAB REINFORCEMENT

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DETAILS

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ZONE A

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VERCO 2" W2

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NOTE:

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STEEL DECK MAY BE SUBSTITUTED BY AN APPROVED EQUAL DECK

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36/4 WELD PATTERN (3/4" )

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SIDE SEAM =

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PUNCH LOCK 2 @ 24" O.C.

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DECKING

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FRAMING

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%%UTRANSVERSE SUPPORT

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%%UPARALLEL SUPPORT

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SEE CHART "WELDS @ END & INT. BEARING"

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SEE CHART "WELDS @ SIDE BEARING"

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FRAMING

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DECKING

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8" FULLY GROUTED CMU W/ PER FOUNDATION PLAN

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18" EMBED

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5" CONC. SLAB

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SCALE: 3/16" = 1'-0"

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ELEVATION

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5" CONC. SLAB

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6" GAP.

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18" EMBED

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SCALE: 3/16" = 1'-0"

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ELEVATION

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3/16" BENT PLATE, TYP.

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TYP

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1/2" CAP PLATE W/ (4) 3/4" SS A307 SNUG TIGHT BOLTS W/ NUTS & WASHERS TYP

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SECTION

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VARIES

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18" EMBED. INTO CONC. FTG

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