S06 - Att - B10 DayCare Door Schedule and Floor Plan.pdf

DATE ISSUED FOR

DOOR ROOM FINISH SCHEDULE rbiV lf'f:1Y1 f,Z. � -

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L 11-6-90 I 100% A�-

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I I TOP PL 4'X8"X 1/2" W/ 4-5/J" BOLTS (2@ ENO PLS)

L _______________________________ _. GENERAL NOTES •MINIMUM FOOTIN'GS

F2 • 24" X 24" X 12" W/ 3 #4s EACH WAY

TOP OF FOOTING 6" BELOW FLOOR

CONSULTANT

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CEILING

• All FOOTINGS TO BEAR ON UNDISTURBED SOIL OR COMPAC1lllGRAIIULAR FJU..

•SLOPE ALL SLABS 1/4" PERfOOTlO�DRAINS • SEI PLUMBING PLANS.

•SLOPE fINISIIED GRADE MIN I/◄" PER FOOT TO DRAIN AWAY FROM BUILDING.

• COMPLETELY nu ALL VOIDS IN BUILDING ENVELOPE c .. WINDOWS, DOORS, ITC.J 111111

FIBERGLASS INSIJLA TION. COMPLITEL Y SEAL INTERIOR & EXTERIOR EDGES OF ALL

EXTERIOR OPENINGS. • ALL LINTELS TO BE 2 -2"XS" SHEET 3 OF 13

FLOOR.PLAN

:ScA.L-e: 1/4" =" 1Lo

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TO BE REMOVED

NEW

• ALL LUMBER IN CONT ACT WITII CONau:-rE OR Sill SEAL TO BE TREATED I AWWf)

• PROVIDE 81..DCTING 1N FRAME FOR ALL WALL & CEILING-MOUNrED f!XTURES.

INCLUDING SHELVING.

• 6 · MIL POL YITHYU:NE VAPOR RIT ARDER SHALL BE CONrlNUOUS IN WALLS & CEILINGS AT SPLICES, LAP 6" AND PROVIDE CONrlNUOUS BOND WITH TREMCO SEALANr

• 4" CONC SLAB W / 6X6 WI.◄ I WI., WWF ON 2" RIGID INSUL. ON 8 MIL POLY ON

COMPACTEDSAND FILL.

• ALL STRUCTURAL STEEL TO BE A-36 STEEL. WITHE •29.000-.000 PSI

• ALL C.ONCRITE FOR FLOOR TO HA VI A MINIMUM COMPRESS I VI STRENGTII

or ,.ooo PSI. BE 6 BAG MIX AND A MAXIMUM SLUMP Of 4 INCHES .

• All REINFORCEMENr BARS SHALL BE A-6I5 OR A-616 INTERMEDIATE

GRADE. DEFORMED BMS !FT· 20.000 PSI)