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FOUNDATION LEGEND SYMBOL DESIGN DESCRIPTION INDICATES FILLED CELL w/3000 PSI CONCRETE CONSTRUCTED PER DETAIL MS01/SN AND SPACED PER PLAN INDICATES CONCRETE FOOTING w/ MINIMUM SOIL BEARING CAPACITY OF 2000 F#.# PSF. REINFORCE PER GENERAL FOUNDATIONS SCHEDULE ON SHEET SN FOR DESIGN SPECIFICATIONS. INDICATES i$" x 1" SAWED CONSTRUCTION JOINT COVERING A 12'x12' SQUARE MAXIMUM \ -#" INDICATES STEP IN FOUNDATION, VERIFY PER ARCHITECTURAL PLANS CONSTRUCT PER PLAN SECTION CUT AND DETAIL SHEET D1 4" 2500 PSI CONC. SLAB W/ REINF. PER SO w/6 MIL VISQUEEN VAPOR BARRIER & FIN. FLR. TREATED FOR TERMITES. SEE FOUNDATION SCHEDULE ON SN INDICATES BUILT UP COLUMN, SEE ® FRAMING PLAN FOR SIZE, DETAIL WF37/SN FOR PLY ATTACHMENT, AND UPLIFT CONNECTION SCHEDULE ON SN FOR CONNECTION TO SLAB GENERAL NOTES: 1. TYPICAL CORNER FRAMING PER DETAIL FM19/D1 WALL TYPE 2. SEE ARCHITECTURAL PLANS FOR ALL SLAB STEP DEPTHS IF SHOW SHOWN WITHIN THESE DOCUMENTS. SYMBOL DESIGN DESCRIPTION 3. TOP OF FOOTING ELEVATION (T/F) _ - (1'-4") UNO. 2x_ INTERIOR BEARING SHEARWALL - SEE BEARING WALL SCHEDULE ON SHEET SN FILLED CELL NOTES: FOR REQUIREMENTS. 1. SEE PLAN FOR ZO�;E MIDDLE AND END DESIGNATIONS 2. PLACE FILLED CELLS AT ALL BUILDING CORNER, INDICATES BEARING WALL SEE BEARING I I I I UNDER GIRDERS, E OTH ENDS OF EXTERIOR WALL WOOD BEARING SCHEDULE ON SN OPENING, AND WHI=RE INTERIOR BEARING WALLS ARE PERPENDICULAR TD EXTERIOR MASONRY WALL. MASONRY WALL TOP @ 1 O'-Off 3. PLACE 145 IN FIRST TWO CELLS ADJACENT TO GARAGE DOOR OP -NING & ALL OPENINGS 8'-0" & LARGER. FILL CELLS SOLID. 4. PLACE 145 WHERE WOOD BEAMS CONNECT TO MASONRY WALL 5. DO NOT PLACE FILLED CELLS DIRECTLY IN LINE w/ STOVE VENT PLAN KEY NOTES it 12"xl2"CMUCOLUMNSW/4#5VERT&#3 TIES @ 12 O.0 a 4" 2500psi SLAB V4/ REINF. PER SO W/ 6 MIL VISQUEEN VAPOR BARRIER & TREADTED FOR TERMITES. EXTERIOR SLABS SLOPE GC. TO COORDINATE EL. BUI _DER NOTE: ANY DISCREPANCY OR -RROR IN DIMENSIONS OR NOTES SHALL BE BROUGHT To THE ATTENTION OF THE DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO COMMENCEMENT OF CONSTRUCTION 125'-0" 33'-4" 36'-0" 7'-8" T-0" T/F= -(2'-0") M03A T/F= -(2'-0") T/F= -(2'-0") \ F3.0 D1F F3.0 F3.0 1 - I I r--- ----------- �--- i i --I 5'-0" 20'-5" 4'-11" I _ r LD1 1 TYP. V-3" 1'-8° FSM1 FS10 r5bb D1 r D1 D1 D2 TVP CORNERS II -------------- ------------- -- I FSM1 I D1 FS21 PAVERS BY I -- ---------- I o D1 OTHERS W/ I I i I I i■ I TOP OF CONC. T/F= CONC. SLAB I , FS21 I I SLAB TO F2.5 _I D1 I GRADE 2'-0" c� I o L I I NO RECESS NO CESI I + i ■ i NO RECE SL - 1 F3.0 FS05 TS I I S05A I I FS2 D1 F3.o C.J. D1 D1� - --- -------� I- Fm/■ -51 M. I I D2 rn I I T/F=-(4'-0") L---- —� L-- ---- --- ----- --J L— ---- I I FS05 L— — J L — J D1 Ii ■ I r 1 I NO RECESS 6'-1" 19'-2" 364" I I L Al T— I I - I ■ I I I c I F D10 I I I I I o C.J. p'-0" — — — — — — C.J. — I T/F=-(4'-0") 04 N FIN. FLR. I I I I F2.5 I ��, I I ■ I I TOP OF CONC. SLAB TO - -� FSM3 I I I GRADE 2'-0" L T —i I U U I ■ I FS11 18'-8" 32'-8" 10'-011 I I I I D1 I r—IJ I ca ----------- I I NO RECESS _ F2.5 S05A F2.5 I ■ ■ ■ I I I -� D1 i r------- ----J °� i I T/F=-(4'-0") r--+-- --------- — �'— 1 C.J. I I F2.5 I ■ I FSM3 FSM3 L----------------- ------------------- -----J 2 L _ I D1 I D1 T 1 ■ I FSM3 FSM3 �I a I I D1 d U D1 O iv I I I T o 1 co Ir cn TYP. °� I 0 0 6-2" 8'-8" 61-2" 91-911 91_911 9 91.91, 9, 81, o� ( ) 2 F2.5 F2.5 ei I F2.5 I F2.5 I F2.5 I I F2.5 - - - -=�') - - T/F= -(4 '-0) T/F= (4'-0 - T/F _(4'-0„) - T/F= ,(4'-0") I ----- — _ - r r-- -I r— -I CA �r— -I r � — r ITOPOF CONC. F3.0 T/F=-2'-0")I I _ I ------ —� ---- ----I --------- - — — — — — — — I SLAB TO ■ ■ F3.0 I I I I I I I I I I I 1 1 GRADE 2'-0" ----- 1---J I - I L 7 -- -- -— --J --------------------------------------------------------------J 1 I ( I cr) I I I TOP OF CONC. TOP OF CONC. o. _o El SLAB TO SLAB TO S31A 1-----4 GRADE VAR. GRADE 2'-0" FD11 D1 T M — .r—F- 0 L--1 1 Yp. L-L 4 3.0 FI FS31 F3.0 T/F=-(2'-0") a I D1 T/F=-(2'-0") F3.0 T/F= -(2- ill T/F=-(2'-0") F LO LO U'�2 z M O O (D Q J j Z wV) CD 4--J w M p O '( O `J N O W m Of U) �ul) _ 04 TC ~ N W _ EO -O N U L »aU ``00 Of FY@ Qm N O N-c It n t- X JAIE B D. THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. LLJ � Lu Q� Z) z aw cn U O Z m w Q� SHEET INFORMATION DATE: 10 / 15 / 2021 DRAWN BY: NJ PROJECT NO: 21-6096 REVIEWED BY: SL Plan Revisions Date: 1 1 DOOR AT BACK LANAI Name FOUNDATION I PLAN FOUNDATION PLAN r 1' SCALE: 3/16" = -0" S1