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<br />13'-3 1/2" 12'-10 1/2" le 11'-9 3/4" 0.1 7'-2" 19'-111, 11'-9 3/4" 12'-10 1/2"
<br />r 1 -18'-5 1/2" 3'-4'° 9,_1„ 1'-0" 8'-9" 1'-1" 3'-4" 8'-5 1/2" 1 -1 13'-3 1/2"
<br />225'-5"
<br />42'-4 1/4" 12'-10 112" 11'-9 3/4"
<br />5'-11" 23'-1 3/4" 1 _18'-5 1/2" 3'-4" 8,_9„ L.1'-O" 9,_111
<br />I
<br />01-011
<br />I I E.O.S. P. TYP.
<br />® KEY NOTES
<br />i
<br />SHEET NOTES
<br />MAY NOT BE REFERENCED ON THIS SHEET
<br />MAY NOT BE REFERENCED ON THIS SHEET
<br />06 RECESS 3" @ FOUNDATION SLAB FOR ROLL -IN
<br />A
<br />REFER TO SHEET S3.00 FOR GENERAL FOUNDATION
<br />SHOWER. SEE S3.01 FOR DETAIL
<br />NOTES
<br />07 FLOOR DRAIN. IN RESTROOMS, SLOPE T 0 MEET
<br />B
<br />REFER TO SHEET S3.01 FOR FOOTING DETAILS
<br />CODE REQUIREMENTS.
<br />C
<br />REFER TO CIVIL DRAWINGS FOR CONTINUATION OF
<br />08 CONTRACTOR TO VERIFY 1 1/2" RECESS IN SLAB AT
<br />CONCRETE SIDEWALK
<br />LOCATIONS WITH PAVER BEING USED. FINISHED
<br />FLOOR AND TOP OF PAVER TO BE LEVEL
<br />D
<br />COMMUNITY CENTER PORCHES TO RECEIVE PAVERS.
<br />GC TO COORDINATE SLAB DEPTH WTIH PAVERS.
<br />®LEGEND
<br />PAVERS TO RUN FLUSH TO EXTERIOR DOORS FOR
<br />MAY NOT BE REFERENCED ON THIS SHEET
<br />ACCESSIBILITY
<br />----------- EDGE OF FOOTING BELOW
<br />EDGE OF SLAB
<br />®
<br />KEY NOTES
<br />CJ
<br />MAY NOT BE REFERENCED ON THIS SHEET
<br />CONTROL JOINT
<br />01
<br />CONCRETE SLAB: 4" THICK MIN. W/ 6X6 W1.4 X W1.4
<br />WWF ON 6 MIL. VAPOR BARRIER LAP AND TAPE OVER
<br />NO STEP
<br />TERMITE TREATED, WELL COMPACTED SOIL
<br />BEARING WALL
<br />02
<br />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
<br />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
<br />CORNER REINFORCEMENT: 2 - #4 STEEL BARS 4'-0"
<br />LONG @ 8" O.C. IN SLAB AS SHOWN (TYP.)
<br />05
<br />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 />05
<br />- 36" MIN. FROM FACE OF ELECTRICAL PANEL
<br />- 36" MIN. FROM WINDOW
<br />11'-9 3/4"
<br />12'-10 1/2" 13'-3 1/2" 3 -6 3/4"
<br />7
<br />D ED 3'-4" 8'-51/2"
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<br />E.O.S. P. TYP. E.O.S. P. TYP.
<br />9`-1" I 8'-9" 8'-31/2" 11'-4" 3'-4" 8'-51/2" 81-101/2" 9°-1" I 6-2 1/2" 15'-2112" 8'-9" 9'-1'" 8'-�" 9'-1" i 8'-9" 9'-1" 6-9 1/2" 8'-31/2"
<br />„ 101/2" L ,_ 1'-01, „ 1'-0" „ 1'-0"
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<br />2'-11 3/4" 225'-5"
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<br />1=III=+��/ ENGINEERING
<br />rII=Mmftow* GROUP
<br />All_ 0%//
<br />FL CofA #7992
<br />5728 Major Blvd., Suite 603, Orlando, FL 32819
<br />Tel (407) 354-5411 Fax (407) 354-3466
<br />Web Site: www.mgmclaren.com
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<br />2
<br />ARCHITECTURE &
<br />INTERIOR DESIGN, INC.
<br />•m PLANNING I ARCHITECTURE I INTERIOR DESIGN
<br />0
<br />o 745 orienta avenue, suite 1121
<br />4) altamonte springs, fl 32701
<br />C 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 />i
<br />Permit Set
<br />i
<br />i
<br />Q SHEET REVISIONS:
<br />08125/10
<br />3 Misc. Coordination 3
<br />EDITED BY:
<br />'ROJECT NO. 09-2587
<br />Building Type III
<br />Foundation Plan
<br />z
<br />Q
<br />U
<br />S3.31
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