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w <br />H <br />0 <br />U) <br />Q <br />0 <br />�n <br />N <br />CM <br />0 <br />N <br />O <br />N <br />0 <br />0 <br />a <br />3 <br />Q! <br />®SHEET NOTES <br />MAY NOT BE REFERENCED ON THIS SHEET <br />A REFER TO SHEET S3.00 FOR GENERAL FOUNDATION <br />NOTES <br />B REFER TO SHEET S3.01 FOR FOOTING DETAILS <br />C REFER TO CIVIL DRAWINGS FOR CONTINUATION OF <br />CONCRETE SIDEWALK <br />D COMMUNITY CENTER PORCHES TO RECEIVE PAVERS. <br />GC TO COORDINATE SLAB DEPTH WTIH PAVERS. <br />PAVERS TO RUN FLUSH TO EXTERIOR DOORS FOR <br />ACCESSIBILITY <br />® KEY NOTES <br />MAY NOT BE REFERENCED ON THIS SHEET <br />01 CONCRETE SLAB: 4" THICK MIN. W/ 6X6 W1.4 X W1.4 <br />WWF ON 6 MIL. VAPOR BARRIER LAP AND TAPE OVER <br />TERMITE TREATED, WELL COMPACTED SOIL <br />02 PLUMBING FIXTURES: GENERAL PLUMBING FIXTURE <br />LOCATIONS ARE INDICATED, REFER TO FLOOR PLANS <br />AND VERIFY SPECIFIC FIXTURE LOCATION W/ ACTUAL <br />EQUIPMENT REQUIREMENTS <br />03 CONTROL JOINTS (C.J.): PROVIDE SAWED CONTROL <br />JOINTS ON SLAB SURFACE AS INDICATED ON PLANS. <br />SEE TYP, CONTROL JOINT/ CONSTRUCTION JOINT <br />DTL. 3/S3.01 <br />04 CORNER REINFORCEMENT: 2 - #4 STEEL BARS 4'-0" <br />LONG @ 8" O.C. IN SLAB AS SHOWN (TYP.) <br />05 CONDENSER PAD: REFER TO S3.01 FOR SIZES. GC TO <br />COORDINATE PAD LOCATIONS WITH SITE <br />CONDITIONS. MAINTAIN THE FOLLOWING: <br />-18" MIN. FROM BLANK WALL <br />- 36" MIN. FROM FACE OF ELECTRICAL PANEL <br />- 36" MIN. FROM WINDOW <br />06 RECESS 3" @ FOUNDATION SLAB FOR ROLL -IN <br />SHOWER. SEE S3.01 FOR DETAIL <br />07 FLOOR DRAIN, IN RESTROOMS, SLOPE TO MEET <br />CODE REQUIREMENTS. <br />08 CONTRACTOR TO VERIFY 1 1/2" RECESS IN SLAB AT <br />LOCATIONS WITH PAVER BEING USED. FINISHED <br />FLOOR AND TOP OF PAVER TO BE LEVEL <br />® LEGEND <br />MAY NOT BE REFERENCED ON THIS SHEET <br />----------- EDGE OF FOOTING BELOW <br />EDGE OF SLAB <br />` 192'-8 1/8" CJ - CONTROL JOINT <br />11'-9 1/8" 12'-10 1/2" 13'-4 3/4" 19'-11" 7'-2" 15'-9 1/4" 7°-2" 19'-111, 11'-9 3/4" 12'-10 1/2" 26'-8 1/4" 12'-10 1/2" 11'-8 1/2" 8'-9" � NO STEP <br />_ 1' 1" <br />3'-4'° It 8'-5 1/2" 3 8°-9" 9'-1"J 5'-11" It 9'-10 1/4" �'_1" 8'-9' 3'-4" 8'-h 1/2"le 8'-5 1/2" 3'-4" <br />_J Li _0.2 BEARING WALL <br />F-8 E.O.S. P. I F-8 F-1 -6 1/2" F-1 I F-8 F-8 l i F-8 <br />s - E.O.S. LL n CL r F n. O o <br />�- 0 -0 Lit — N N- �-, �'-' <br />O I TYP. 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I w wl I I ! <br />I v� I <br />�C I 1I I <br />r% a I <br />1 /8"=1'-0" <br />m <br />FORUME <br />z <br />0 <br />ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />y PLANNING I ARCHITECTURE I INTERIOR DESIGN <br />0 <br />0 <br />0 745 orienta avenue, suite 1121 <br />altamonte springs, fl 32701 <br />phone: 407.830.1400 <br />fax: 407.830.4143 <br />AA0002731 <br />u www.forumarchitecture.com <br />Meetinghouse <br />at Zephyrhills <br />Senior <br />Apartments <br />City of Zephyrhills, FL <br />SET DISTRIBUTIONS: <br />11/25/09 <br />Progress Set_ _ <br />12/09/09 <br />60% Progress Set <br />12/17/09 <br />Bid Set <br />03102/10 <br />Permit Set <br />Q SHEET REVISIONS: <br />08125110 <br />3 Misc. Coordination <br />EDITED BY: <br />1, I I I ,� ! I r --- <br />/ „� V I I I I! ! I I ! I I I 0' 1 /2"LJ,' I I ? PROJECT NO. 09 2587 <br />MI T.O.SLA02P 3 I I III III I I I! I I 1 I o4 I II I I F-6J 1 ! ! •��®A z <br />s I ! I ! 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