01-0665-001 | .
. .
24" MIN. 24" MIN. e 7 24" MIN. 7 e \-EXTERIOR SIDEWALL
\ff5/ P.T. 2x8 SHIMS P.T. 2x8 SHIMS I Ar\
4"x8"x`16" CAP BLOCK 4%8%16" CAP BLOCK
X� X� OUTRIGGER TYP. END
OUTRIGGER --'HEADER
CHASSIS TIE-DOWN STRAP
\-TYP. HURRICANE 34" MAX. HEIGHT
STRAP TYP. HURRICANE TO BOTTOM OF
:'7 FLOOR JOIST
STRAP
TYP. GROUND TYP. GROUND
EXISTING CONCRETE SLAB ;..... ANCHOR ANCHOR
TYP. GROUND
EXISTING CONCRETE SLAB EXISTING CONCRETE SLAB
DRILL HOLE FOR 2 # 5 REBAR PER PIER INTO EXISTING CONCRETE SLAB ANCHOR
AND EPDXY THE REBAR IN TO HOLE 4" DEEP MIN.
FILL ALL CONCRETE PIERS WITH TYPE M,N, OR S MORTAR
EXISTING CONCRETE SLAB
SECTION A A- SECTION B B_ SECTION C - C_ SECTION D - D- EXISTING CONCRETE SLAB
rT,� ISOLATED PIER TIE-DOWN AT MATELINE
�LD�l DRILL HOLE FOR 2 # 5 REBAR PER PIER INTO EXISTING CONCRETE SLAB
AND EPDXY THE REBAR INTO HOLE 4" DEEP MIN.
FILL ALL CONCRETE PIERS WITH TYPE M,N, OR S MORTAR
4%8"x16" CAP BLOCK
CRIMP STRAP WITH A LISTED STRAP CRIMP
OR PRE MANUFACTURED FRAME CLIP
z 8"x8"xl 6"
EXISTING CONCRETE SLAB
PERIMETER PIER IN CORNERS AND ALONG I BEAMS
rA
_�;T_ F ITT T FIT' FIT' F T. F 7T.
DRILL HOLE FOR 2 # 5 REBAR PER PIER INTO EXISTING CONCRETE SLAB
AND EPDXY THE REBAR INTO HOLE 4" DEEP MIN.
FM FM FILL ALL CONCRETE PIERS WITH TYPE M,N, OR S MORTAR
FRAME TIE-DOWN STRAP
Cf) OR BOTTOM OF I-BEAM
UM
STRUCTURAL NOTES: CONCRETE MASONRY UNITS
FM
1) MAX SPACING OF TIE DOWNS TO BE 4'-6" ALONG SIDE WALLS
FM FM FM (PERPENDICULAR TO I BEAMS). EXISTING CONCRETE SLAB ISOLATED PIERS
Lai U91i U!�jj u9ji U91i AT ALL OTHER LOCATIONS 7'-0". SEE PLAN FOR END WALL TIE DOWNS. 0 MATELINE
F"T. C i F.T. LD�F D' FRAME TIES ONLY, NOT OVER ROOF.
:E STRAPS REQUIRED, SEE DETAIL F-FD1
< FIRST STRAP FROM END WALLS NOT TO EXCEED 3'-4" HEAVY LOAD PIER AT MATE LINE
2) F.T. = FRAME TIES IQF D�l NOTE: CONCRETE UNITS MAY BE A COMBINATION OF 4" x 8" 16", AND 4" x 16" x 16" UNITS
LLJ
F.T. LLJ F T. 3) MAXIMUM WIND SPEED 110 MPH.
Cn
FIT, 4) ALL TIE DOWN ANCHORS SHALL HAVE MINIMIM 4725 LB.
CAPACITY AND AHD SHALL BE INSTALLED IN ACCORDANCE WITH
LM I
CHAPTER 23 OF THE 1994 SFBC. ANCHOR HEAD WITH 1/2"xY EXPANSION BOLT (ZINC PLATED) # MICS2.
F 7T.— F7T,_ _�;T_ F ITT F I 7T F 7T. T_
j;T Ff'T F f;T7. F7
4;T-- F CALCULATIONS TO COMPLY WITH 1994 EDITION OF SFBC
4p 4p
A 6) EXISTING 6" SLAB THICKNESS SHALL BE VERIFIED
FDI BY CORING THE SLAB AT 3 RANDOM LOCATIONS.
RESTORE CORE HOLES WITH NON-SHRINK GROUT.
FOUNDATION PLAN SHOWING FRAME TIES AND ANCHOR LOCATIONS .
FOUNDATION NOTES: Nariman S. Balsara, P.E. No. 15079)
l.- TIE-DOWN STRAPS TO BE 1-1/4"x .035" GALVANIZED STEEL FEDERAL SPECIFICATION 5.- IT WILL BE THE BUILDING OWNER'S RESPONSIBILITY
QQS - 781 - H TYPE - 1 FINISH-13 GRADE-1, TIE-DOWN STRAPS AND CONNECTING TO INSURE THAT ALL GRASS, LOOSE DEBRIS, ETC. ARE REMOVED FROM UNDER THE BUILDING. CONSTRUCTION TRAILER
HARDWARE TO HAVE 4,725 # MINIMUM ULTIMATE CAPACITY. ara & Associates, Inc. (EB 7220)
6.- WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY, BETWEEN THE 1-BEAM AND THE TOP = M
ANCHORS TO HAVE 5,200 MINIMUM ULTIMATE LOAD CAPACITY. OF THE PIER. SHIMS SHALL BE FREE OF KNOTS, CHECKS, SPLITS, co-n-sulting engineers DRAWN: SEAL:
2.- SEE ABOVE FOUNDATION LAYOUT FOR TIE-DOWN STRAP SPACING. AND SIMILAR IMPERFECTIONS, SHIMS SHALL BE OF P.T. LUMBER GAC SHEET No.
3.- ALL PIERS SHALL BE 8% 8% 16" MASONRY BLOCKS ON EXISTING CONCRETE SLAB. AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2/3 OF THE
BEARING PRIOR TO ADDING THE SHIMS. 119450 Sunset Drive, Ste. 200—B, Miami, FL 33173
4.- MINIMUM SOIL BEARING CAPACITY IS 2000 PSF. TO BE VERIFIED BY BUILDING'S OWNER. 7.- NOTE ALL MASONRY PIERS SHALL BE INSTALLED WITH TYPE M, N OR S MORTAR. CHECKED:
PH. (305)274-4595, FAX (305)274-4713 NSB S- 1
OF
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6200 SW 73 STREET MIAMI FL, 33143 SCALE:
N.T.S. JOB # 21040