HomeMy WebLinkAboutAPPROVED 12'X52' (A4)[206172]FBC 7TH EDITION (2020)
COMPLIANCE STATEMENT:
1. BASIC WIND SPEED: 170 MPH
2. RISK CATEGORY: II
3. WIND EXPOSURE: C
4. INTERNAL PRESSURE COEFF: 0.18
SYMBOLLEGEND
F.T. FRAME TIE -DOWN FASTENED
TO GROUND ANCHOR
F.T. F- F T. F.T. F T. F T. F
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F.T. F.T. F.T. F.T. FT. F.T. F
NOT LESSEE/END USER IS RESPONSIBLE FOR LOCATING NOTE: IF SITE CONDITIONS/BUILDING CONSTRUCTION DICTATE
ALL UNDERGROUND UTILITIES AND OBSTRUCTIONS. AN V STATE OF FLORIDA APPROVED TIE -DOWN METHOD MAY BE B
USED IN LIEU OF THE DETAIL SHOWN.
NOTE: LESSEE/END USER IS RESPONSIBLE FOR CONDUCTING Aq
A "PULL TEST" IF REQUIRED FOR PERMITTING.
NOTE:THIS FOUNDATION PLAN HAS BEEN DESIGNED FOR A
TEMPORARY BUILDING SET. THIS FOUNDATION HAS NOT BEEN
DESIGNED TO RESIST FLOOD LOADS.
FOUNDATION PLAN
P.T. 2x8 SHIMS
4"xBN16" CAP BLOCK
8"x8"x16" CMU BLOCK o?
20N20"xX" ASS PAD
NOTE: MAXIMUM OF (3) LAYERS
OF WOOD SHIM MAY BE USED.
1-g• WHEN MULTIPLE LAYERS ARE BEING USED, THEY MUST BE 20"x20"x�§AS PAD
l" ASS
7 (OLIVER TECH.)
SCREWED OR GLUED TOGETHER. MODEL
(OR APPROVED EQUAL)
NOTE: AT LEAST (1) 4"x8-.16" CAP NOTE: ABS PAD SIZE MUST
BLOCK MUST BE USED AT ALL PIERS. EOUAL OR EXCEED 2.5 S.F. MIN
A PIER TYPE W DETAIL
A4 ceLE. wa =1-
SIDEWALL-SEE CROSS FRAME TIE TO WRAP
SECTION FOR DETAILS JIM AROUND CONT. I -BEAM
PERIMETER RAIL
OUTRIGGER FRAME
BEYOND
CROSS
FRAME BEYOND
TYPICAL
TIE DOWN STRAP
— PIER TYPE'A'
f
r EXISTING GRADE
TYP. GROUND ANCHOR
A4eSECTION DETAIL @ SIDE WALL
F
FOUNDATION NOTES
MATERIAL SPECIFICATIONS:
SOIL & SITE PREPARATION:
1. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF
2000 PSF. ANY SOIL CONDITIONS THAT MAY DIFFER FROM THIS MUST BE
BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONAL.
2. FOUNDATIONS SHALL BE BUILT ON UNDISTURBED SOIL OR PROPERLY COMPACT
FILL MATERIAL. COMPACTED SOILS SHALL BE TESTED TO A MINIMUM OF 95%
PROCTOR IN ACCORDANCE WITH ASTM D 1557.
3. EXCAVATIONS FOR FOUNDATIONS SHALL BE BACKFILLED WITH SOIL WHICH IS
FREE OF ORGANIC MATERIAL, CONSTRUCTION DEBRIS, AND LARGE ROCKS.
4. LESSEE/END USER IS RESPONSIBLE FOR INSURING THAT SITE/SOIL CONDITIONS
MEET OR EXCEED THE REQUIREMENTS SHOWN.
PIER FOOTING:
1. PIER FOOTING TYPE "A" SHALL BE 24"X12" CONTINUOUS CONCRETE FOOTING.
2. CONCRETE IN FOOTINGS SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH OF
NO LESS THAN 3500 PSI AT 28 DAYS.
MASONRY UNIT:
1. PIERS SHALL BE CONSTRUCTED WITH NOMINAL 8"X16"X4" CONCRETE MASONRY
UNITS CONFORMING TO ASTM C-90.
WOOD & SHIM MATERIAL:
1. ALL WOOD BLOCKING AND SHIMS SHALL BE CEDAR OR PRESSURE TREATED.
GROUNDANCHORS:
1. GROUND ANCHORS SHALL HAVE 4725# MIN. ULTIMATE CAPACITY & SHALL BE
INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS.
TIE -DOWN STRAPS:
1. THE TIE -DOWN STRAPS SHALL BE 1-& X 0.35" GALVANIZED STEEL OOS-781-H
TYPE 1 FINISH-B, GRADE-1. TIE -DOWN STRAPS AND CONNECTING HARDWARE
SHALL HAVE 4725# MIN. ULTIMATE CAPACITY.
INSTALLATION SPECIFICATIONS:
SOIL & SITE PREPARATION:
1. WHERE WATER IMPACTS THE GROUND FROM A ROOF VALLEY, DOWN SPOUT,
SCUPPER, OR OTHER RAINWATER COLLECTION OR DIVERSION DEVICE,
PROVISIONS SHALL BE MADE TO PREVENT SOIL EROSION AND DIRECT THE
WATER AWAY FROM THE FOUNDATION.
2. FINISH GRADE SHALL BE SLOPED AWAY FROM THE FOUNDATION FOR DRAINAGE.
THE AREA UNDER FOOTINGS, FOUNDATIONS, AND CONCRETE SLABS ON GRADE
SHALL HAVE NO VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIAL
REMOVED PRIOR TO THEIR CONSTRUCTION. FILL MATERIAL SHALL BE FREE OF
VEGETATION AND FOREIGN MATERIAL.
MASONRY UNIT:
1. LONG DIMENSION OF ALL PIERS MAY BE INSTALLED PERPENDICULAR OR
PARALLEL TO THE FRAME. MAXIMUM OF (4) COURSES, (32" HIGH) UNLESS
OTHERWISE NOTED.
2. CONCRETE MASONRY UNITS SHALL CONFORM TO THE ASTM C 90 STANDARDS.
3. CONSTRUCTION OF DRY -STACKED, SURFACE BONDED MASONRY WALLS WHEN
SPECIFIED, INCLUDING STACKING AND LEVELING OF ALL UNITS, MIXING AND THE
APPLICATION OF MORTAR, CURING AND PROTECTION SHALL COMPLY WITH
ASTM C 946.
TIE -DOWN STRAPS:
1. THE FIRST TIE -DOWN STRAP FROM THE END WALL SHALL NOT EXCEED 2'6",
UNLESS OTHERWISE SHOWN.
2. REFER TO ANCHOR & STRAPPING SCHEDULE FOR MINIMUM NUMBER OF GROUND
ANCHORS.
FOUNDATION DIMENSIONS
A. MODULE WIDTH
B. PIER TO MODULE EDGE
C. STEEL BEAM SPACING
11'-8"
SEE FRAMING
SEE FRAMING
D. MAX PIER SPACING
E. MINIMUM SOIL BEARING CAPACITY
5' - 8"
2000 PSF
ORBt-
\J�XO •�CEN3F'• �Sl �i
NO. 38769
Julio Orbegoso
2022.01.24
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THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BYJULIO ORBEGOSO, P.E.
ON THE DATE AND/OR TIME STAMP SHOWN USING A DIGITAL SIGNATURE. PRINTED
COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE
'�/�
J
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(V
SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC
COPIES.
Q
O
CONSULTING ENGINEER
JULIO ORBEGOSO
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*NOTICE*
THESE DOCUMENTS WILL NO LONGER BE
FLORIDA
VALID 30 DAYS AFTER THE SIGNED DATE
PE LICENSE #38769
VALID THRU: FEBRUARY 16, 2022
202 DORIS DRIVE, SUITE 103
LAKELAND, FL 33813
REVISION DATE:
0
DATE: 12-07-2021
DRAWN: L.L
JOB: SMM-171
SHEET NO.
A4