09-349-011NO l ffil I I i
SOIL OBSERVED TO BE SAND AND ROCK WITH BEARING
CAPACITY OF 2000 PSF.
1. AT THE TIME OF CONSTRUCTION, A LICENSED ARCHITECT
OR REGISTERED PROFESSIONAL ENGINEER SHALL SUBMIT
TO THE BUILDING OFFICIAL A LETTER ATTESTING THAT THE
SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS
ARE SIMILAR TO THOSE UPON WHICH AND THE FOUNDATION
CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE
DESIGNED IS BASED. THE LETTER SHALL BE SIGNED AND SEAL.
2. THE IMPRESS SEAL OF THE ARCHITECT OR ENGINEER, AS
APPLICABLE.
3. SPECIAL INSPECTORS, RETAINED BY THE OWNER, SHALL
INSPECT AND SUPERVISE THE COMPACTION AND THE
FOUNDATION.
4. SPECIAL INSPECTION: INSPECTION OF THE REINFORCED UNIT
MASONRY PHASE OF THIS PROJECT IS REQUIRED. SUCH
INSPECTION SHALL CONFORM TO THE REQUIREMENTS OF
INSPECTION AS SET FORTH IN THE STANDARDS AS LISTED
ABOVE AND SHALL BE PERFORMED BY THE ENFORCING AGENCY,
OR UNDER THE SUPERVISION OF A FLORIDA REGISTERED
PROFESSIONAL ENGINEER, COORDINATION SHALL BE MADE WITH
THE ARCHITECT AND ENGINEER BY THE CONTRACTOR TO SET
UP A SCHEDULE OF INSPECTION PRIOR TO START OF
CONSTRUCTION. THE COST OF SUCH INSPECTIONS, BY OTHER
THAN THE ENFORCING AGENCY, SHALL BE PAID FOR BY THE
OWNER.
GROUTING: GROUTING SHALL CONFORM TO THE REQUIREMENTS
OF ACI 530- 02 /ASCE 7 -05, PART 4.3 GROUTING PROCEDURES.
IN NO CASE SHALL ANY LIFT BE GROUTED GREATER THEN
4' -0" IN HEIGHT.
PROVIDE TWO LAYERS OF
4" THK. 2500 PSI
CONCRETE SLAB
w/ 6x6 -
10/10 60" WIDE
D s ,
F.E.C. -2004 TERMITE PROTECTION
R4409.13.5 TERMITE PROTECTION.
ALL BUILDINGS SHALL HAVE A PRE - CONSTRUCTION
TREATMENT PROTECTION AGAINST SUBTERRANEAN
TERMITES. THE RULES AND LAWS AS ESTABLISHED
BY THE FLORIDA DEPARTMENT OF AGRICULTURE
AND CONSUMER SERVICES SHALL BE DEEMED AS
APPROVED WITH RESPECT TO PRECONSTRUCTION
SOIL TREATMENT FOR PROTECTION AGAINST
SUBTERRANEAN TERMITES, A CERTIFICATE OF
COMPLIANCE SHALL BE ISSUED TO THE BUILDING
DEPARTMENT BY THE LICENSED PEST CONTROL
COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT
FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF
AGRICULTURE AND CONSUMER SERVICES."
EXISTING
GRAVELSTOP
EXISTING TAR GRAVEL
ON 1 x6 SHEATHING
EXISTING 3x8 - 24' O.C.
EXISTING EXISTING ANCHOR EACH RAFTER
1x3 FASCIA <
EXISTING 2x6 PLATE BOLTED 4' O.C.
EXISTING U -BLOC W2 #70
EXISTING FORMED CORNERS W2 #4 - 2x2
EXISTING
2 H -CLIPS EVERY RAFTER
N QTE: 03 EXISTING EXISTING 00
TOP OF FTG= - 1' -6" (TYP.U.O.N. S4 ADDITION TO BE LEGALIZED
EXISTING
8' BLOCK
EXISTING
PLASTER
4" CONC. SLAB ON GRADE
W/ 1 LAYERS W 1.4XW1.4 WIRE MESH
Q0 2% SLOPE 2 #5 CONT. REINF.
P
,PROVIDE 3/4" CLEAR SPACING
y\ FROM BOTTOM OF SLAB 1
THICKEND EDGE
D ° (REFER TO FOOTING SCHEDULE)
p ,
D-
D
D
D D D
O
D
D p
TYP. THICKENED EDGE
& STEP FOOTING (TE -8)
SCALE: N.T.S
I "Tr
p o e
° D
e e3.
WELDED WIRE MESH
1 #5 BAR 1OX1OX6
CONTINUOUS
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SCALE: N.T.S
4" CONC. SLAB ON
GRADE
lJ
EXISTING 4' CONC. SLAB 6x6 #10WIM
EXISTING
10x16 FOOTING •,
W2 #50 -'
V-4"
WALL SECTION 1
SCALE: 1 /2 " =1' -0" S -1
F ISTING PLATE ISTING TIE BE
cvicrrrrc rnrurocrc coeuc
ELEVATION
SCALE- 1 /2 " =1' -0"
SCALE: 1 /4" =1' -0"
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These dra**Vs and the designs here
illustrated are the sole property of
Nfredo ,hrlien and may not be
reproduced in whole or in part without
express parmissw
E JOB NUMBER
08018
R E V I S 1 0 N S
1 BUILDING. 0511 09
1 ZONING, 0511 09
F I L E
PLOT:
100%
DRAWN:
LID
CHECKED:
AMU/LID
D A T E :
1024107
SHEET INDEX
FOUNDATION
PLAN
SHEET NUMBER
SMI
1 OF 1
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