HomeMy WebLinkAboutTIE DOWNS, A4 (003)-2Wide Tie DownsFBC 6th EDITION (20171
COMPLIANCE STATEMENT.
1. - SEE ANCHOR SCHEDULE
2. II
3. C
4. SSURE COEFR° ;0.18
ANCHOR & STRAPPING SCHEDULE
60 BOX 130 MPH STRAPS PER SIDE
60' BOX 140 MPH7 STRAPS PER SIDE
60' BOX 150 MH 8 STRAPS PER SIDE
60' BOX 160 MH 9 STRAPS PER SIDE
0 BOX 170 MPH 10 STRAPS PER SIDE
60' BOX 180 MPH 111 STRAPS PER SIDE (HVHZ)
GROUND ANCHOR NOTE
GENERAL NOTE
STABILIZER PLATES ARE NOT REWIRED WITH
INSTALLATION. HOWEVER, ANY UNSTABLE SOIL
CONDITIONS THAT MAY IMPACT THE GROUND
ANCHORS ABILITY TO RESIST UPLIFT MUST BE
BROUGHT TO THE ATTENTION OF THE ENGINEER.
GROUND ANCHORS ARE REWIRED TO BE INSTALLED
PER THE MANUFACTURER'S INSTRUCTIONS
SYMBOLS
TF.T FRAME TIE -DOWN FASTENED
TO GROUND ANCHOR
FOUNDATION DIMENSIONS
A. MODULE WIDTH
B. PIER TO MODULE EDGE
C. STEEL BEAM SPACING
11' - 8'
N/A
VARIES
D. MAX. PIER SPACING
MINIMUM SOIL BEARING CAPACITY
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20DO PSF
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HM- LESSEE/END USER IS RESPONSIBLE FOR LOCATING ROIL IF SITE GONDIHONS/BUILDING CONSTRUCTION DICTATE
ALL UNDERGROUND UTILITIES AND OBSTRUCTIONS. ANY STATE OF FLORIDA APPROVED TIE -DOWN METHOD MAY BE USED
IN LIEU OF THE DETAIL SHOWN.
R4IE- LED USER IS RESPONSIBLE FOR CONDUCTING
SSEE
A 'PULL IF REWIRED FOR PERMITTING. RQIE. CONTRACTOR TO FIELD VERIFY ALL COLUMN LOCATIONS TO INSURE
CORRECT PLACEMENT OF SUPPORT PIERS
dOP
8SHIMS
TICINAL CAP BLDCK
16'x18'x7/8' ABS Px8'x16' BLOCK v
I
NOTE, MAXIMUM OF (2) LAYERS
OF WOOD MAY BE USED.
A PIER "A"
SCALE: 114" = V
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TYPICAL GROUND ANCHOR DETAIL
SCALE: -NTS-
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E3
16'x18'x3/4' ABS PAD
(MINUTE MAN PRODUCT OR
AN APPROVED EQUAL)
SIDE WALL
PERIMETER RAIL
FOUNDATION PLAN
SCALE: 1/4" = P-W
P.T. 2x8 SHIMS
2 - 4'x8'x16' CAP BLOCK
(3) 16'X18' ABS PAD •� 2 - B'xB'x16' BLOCK
NOTE, MAXIMUM OF (2) LAYERS
2'-8' OF WOOD MAY BE USED.
FRAME TIE -DOWN
STRAP TO WRAP
AROUND I -BEAM
IMSi�iM731
-.
v v
I I
1-0 3'
3 6' 3 ABS P DS ST CKED
F BLOCK ( ) 1 x18 x /4 A A
B PIER "B" MUST BE AS TCH APERPINDICU ART O TDDITIONAL COUE OE PREVIOUS
(MINUTE MAN PRODUCT OR AN APPROVED
SCALE: 3/4"=1'-0" COURSE. EQUAL)
FRAME I -BEAM
FRAME OUTRIGGER BEYOND �
CROSS MEMBER BEYOND
19 El
TIE -DOWN STRAP
PIER TYPE A (TYP)
EXISTING GRADE � <e .•�'
TYP. GROUND ANCHOR
L (TYP.)
e SECTION TIE DOWN, SIDEWAL
SCALE: 3/4" = 1'-0"
SIDE WALL
PERIMETER RAIL
FRAME I -BEAM
PIER TYPE B�(TYP) z
TTIYEPIDOWLN STRAP
EXISTING GRADE
NOTE CRIMP STRAP WITH I z
A LISTED STRAP CRIMP OR J-HOOK
WRAPPED AROUND I -BEAM
v
TYP. GROUND ANCHOR
eSECTION TIE DOWN, MATELINE (TYP.)
SCALE: 114" - V-0"
Z
FOUNDATION NOTES:
Q
MATERIAL SPECIFICATIONS:
N
SOIL & SITE PREPARATION:
1. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF
O
2000 PSF. ANY SOIL CONDITIONS THAT MAY DIFFER FROM THIS MUST BE BROUGHT
TO THE ATTENTION OF THE ARCHITECT,
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2. FOUNDATIONS SHALL BE BUILT ON UNDISTURBED SOIL OR PROPERLY COMPACT
FILL MATERIAL. COMPACTED SOILS SHALL BE TESTED TO A MINIMUM OF 95
N
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.
BASEPAD:
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I. PIER FOOTING TYPE "A" SHALL BE 16"X18" ABS PAD OR 16"X16"X4", 250O PSI
V
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CONCRETE PAD. PIER FOOTING TYPE "B" SHALL BE (3)16"XI8" ABS PADS STACKED.
,
2. CONCRETE IN FOOTINGS SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH OF NO
Z
m
LESS THAN 2500 PSI AT 28 DAYS.
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MASONRY UNIT:
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1. PIERS SHALL BE CONSTRUCTED WITH NOMINAL 8"X16"X4" CONCRETE MASONRY
W
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UNITS CONFORMING TO ASTM C-90.
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5
WOOD & SHIM MATERIAL:
3
D
1. ALL WOOD BLOCKING AND SHIMS SHALL BE CEDAR OR PRESSURE TREATED.
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GROUND ANCHORS:
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I. GROUND ANCHORS SHALL HAVE 4725# MIN. ULTIMATE CAPACITY & SHALL BE
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INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS.
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TIE -DOWN STRAPS:
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1. THE TIE -DOWN STRAPS SHALL BE 14' X 0.35" GALVANIZED STEEL QQS-781-H TYPE I
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FINISH-B, GRADE-1. TIE -DOWN STRAPS AND CONNECTING HARDWARE SHALL HAVE
4725# MIN. ULTIMATE CAPACITY.
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N W M
INSTALLATION SPECIFICATIONS:
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SOIL & SITE PREPARATION:
1. WHERE WATER IMPACTS THE GROUND FROM A ROOF VALLEY, DOWN SPOUT,
OU
SCUPPER, OR OTHER RAINWATER COLLECTION OR DIVERSION DEVICE, PROVISIONS
a
SHALL BE MADE TO PREVENT SOIL EROSION AND DIRECT THE WATER AWAY FROM
THE FOUNDATION.
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2. FINISH GRADE SHALL BE SLOPED AWAY FROM THE FOUNDATION FOR DRAINAGE.
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THE AREA UNDER FOOTINGS, FOUNDATIONS, AND CONCRETE SLABS ON GRADE
SHALL HAVE NO VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIAL
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REMOVED PRIOR TO THEIR CONSTRUCTION. FILL MATERIAL SHALL BE FREE OF
VEGETATION AND FOREIGN MATERIAL,
P.
MASONRY UNIT:
I. 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
O
C 946,
IL
TIE -DOWN STRAPS:
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1. THE FIRST TIE -DOWN STRAP FROM THE ENDWALL SHALL NOT EXCEED T-6", UNLESS
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OTHERWISE SHOWN.
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2. REFER TO ANCHOR & STRAPPING SCHEDULE FOR MINIMUM NUMBER OF GROUND
V
ANCHORS.
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N.. 38769 2020.06.15
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THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JULIO
0
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 SIGNATURES MUST BE
O
VERIFIED ON ANY ELECTRONIC COPIES.
NSULTING ENGINEER
JULIO ORBEGOSO
202 DORIS DRAKELAND,
E
FL 33813
PE LICENSE #38769
REVISION DATE: DATE: 06-15-2020
DRAWN: R.L.G.
" NOTICE "
THESE DOCUMENTS WILL NO LONGER BE JOB #: 17764AB
VALID 21 DAYS AFTER THE DATE SIGNEDC)
VALID THRU : JULY 6TH, 2020 SHEET NO.
A4