HomeMy WebLinkAboutPLANS-PLOT PLANS00 00_0o TABLE 2A — 165D/170C
uo _ Z."'
„
C
TIE -DOWN STRAP 1 4x4 SYP g2 ON 8' WIDE OR LESS. Y
TIE -DOWN STRAP BOLTED THRU O ilr
FLOOR JOIST ITH 1/2' GRADE 5 (SEE NOTES) �-'-�
y�/ (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
BOLT MINIMUM WITH WASHERS ALL ELSE(CAN BE SET ON GROUND).
TIE -DOWN STRAP BOLTED TO TYPE TYPE 1 TYPE 2A9 16'-1" TO 20'-0" 8'-0"
3 ANCHOR �JITH 1/2' GRADE 5 3A ANCDRIVHOR
3A AUGER
1/2"x3' (4,000 LB.) CONCRETE BOLT MINIMUM WITH WASHERS ANCHOR ANCHOR c O'-1" TO 24'-0' 6'-0"
WEDGE ANCHOR WITH WASHER FOR ROCK/CORAL FOR SOIL/CLAY
4 • < WEDGE ANCHOR WITH U CCHANNE ' %x� I ?WITH
TABLE 2 C — 120C
(TYPE 3) ; a. a TYPER3 TYPE 2 30" AUGER ANCHOR SPACING
EXISTING 4' CONCRETE "aZ. CONC ETE 30" AUGERANCHOR MAXIMUM ANCHOR
EXISTING 4" CONCRETE EXPANSION ANCHOR SHED WIDTH SPACING
BOLT FOR SOIL/CLAY
TYPICAL ANCHOR TYPES UP TO 24'-0" 10'-0"
TIE -DOWN STRAP BOLTED DE 5 1 4x4 SYP 12 ON 8' WIDE OR LESS. 1 4x4 SYP 2 ON 8' WIDE OR LESS.
FLOOR JOIST JWTH 1/2" GRADE 5 () () B
1 /2'x3" (4,000 LB.) CONCRETE 2x4 SOLE PLATE (NATURALLY BOLT MINIMUM WITH WASHERS (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS (2) 2x6 OR (1) 4x6 P.T. SYP N2 SKIDS
WEDGE ANCHOR WITH 2" WASHER DURABLE WOOD OR P.T.) (NUT & BOLT OR LAG BOLT) ALL ELSE(CAN BE SET ON GROUND). TIE -DOWN STRAP SECURED ALL ELSE(CAN BE SET ON GROUND).
�4" TIE -DOWN STRAP BOLTED TO TYPE WITH (8) 1ODx1.5" NAILS
GRADE 1 3 ANCHOR tiTH 1/2' GRADE 5
-_"-`- G �_v_______�.� � BOLT MINIMUM WITH WASHERS
1/2"x3" (4,000 LB.) CONCRETE LI
5GER x 30' FORTH ANCHOR: IcEXISTING 4' CONCRETE WEDGE ANCHOR WITH U-CHANNEL �� AUGER STYLE FOR SOIL/CLAY,
(TYPE 3) a . a DRIVE STYLE FOR ROCK/CORAL 1,
MADE
EXISTING 4' CONCRETE OPTIONAL SUPPORT PAD (P.T. WOOD,
CONCRETE BLOCK OR PAD) SPACED
AT 8'-D" MAX.
1/2"x5" (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2" WASHER
2" WIDE 11 GAGE STEEL 'L'
BRACKET TIE -DOWN STRAP
BOLTED THRU FLOOR JOIST
WITH 1/2" GRADE 5 BOLT
MINIMUM WITH WASHERS
(NUT & BOLT OR 21'LAG BOLT)
1/2"x3" (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2- WASHER
2.4 SOLE PLATE (NATURALLY
DURABLE WOOD OR P.T.)
-- ---__a _----- 4„
1 e OPTIONAL REINFORCED
CONCRETE FOUNDATION
P. .
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
j
EXISTING 4" CONCRETE
TIE -DOWN STRAP OR 3/16"
GALVANIZED STEEL CABLE
(SEE NOTES)
1/2"x3- (4,000 LB.) CONCRETE
WEDGE ANCHOR WITH 2- WASHER
(1) 4x4 SYP #2 ON 8' WIDE OR LESS.
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
. ,U :. -
EXISTING 4" CONCRETE
TIE -DOWN STRAP BOLTED TO 5, (2)" 2x6 OR
GROUND ANCHOR WITH 1 2"—ALL=El. (CAN
GRADE 5 BOLT MINIMUM ITH
WASHERS, ALSO CONTINUOUS AND
ATTACHED TO GROUND ANCHOR
ON OPPOSITE SIDE
6/8" x 30' EARTH ANCHOR: I�rl
AUGER STYLE FOR SOIL/CLAY,
DRIVE STYLE FOR ROCK/CORAL
TIE -DOWN STRAP BOLTED THRU
FLOOR JOIST WITH 1/2" GRADE 5
BOLT MINIMUM WITH WASHERS
(NUT & BOLT OR 24'LAG BOLT)
5/8' x 30" EARTH ANCHOR
WITH EYE HOLE: AUGER STYLE
FOR SOIL/CLAY, DRIVE STYLE
FOR ROCK/CORAL
ON-8-WIDE OR LESS.
4x6 P.T. SYP. 02 SKIDS
TIE -DOWN STRAP
(SEE NOTES)
:__SET _ON-GROUND)�i
TIE -DOWN STRAP BOLTED TO
GROUND ANCHOR WITH 1/2' GRADE'
5 BOLT MINIMUM WITH WASHERS
5/8' x 30" EARTH ANCHOR:
AUGER STYLE FOR SOIL/CLAY.
DRIVE STYLE FOR ROCK/CORAL
(1) 4x4 SYP #2 ON 8' WIDE OR LESS,
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
I
EXISTING 4' CONCRETE OR OPTIONAL
SUPPORT PAD (P.T. WOOD, CONCRETE
BLOCK OR PAD) SPACED AT 8'-0" MAX.
(1) 4x4 SYP #2 ON B' WIDE OR LESS.
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS
ALL ELSE(CAN BE SET ON GROUND).
GRADE
OPTIONAL SUPPORT PAD (P.T. WOOD.
CONCRETE BLOCK OR PAD) SPACED
AT 8'-0" MAX.
TIE
1.
—DOWN NOTES:
ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
2.
ALL MEASUREMENTS ARE CENTER -TO -CENTER.
3.
4.
TIE -DOWN STRAPS TO BE MINIMUM 1-4" x 0.035" GALVANIZED STEEL, FEDERAL SPECIFICATIONS QQS-781-H, TYPE-1, FINISH-B, GRADE-1. TIE -DOWN STRAPS OR CABLE AND CONNECTING HARDWARE TO HAV LB
ALL EARTH ANCHORS SHALL A MINIMUM LB.
IL{t
Ll
- ----5
-EARTH-ANCHORS-LOCATED-AT-EACH-CORNER,--MAXIMUM-16=FROM-END-(4-MINIMUM-PER-BUILDING),-AND-SPACED-AS-PER
HAVE 4,300 CAPACITY. L 7� [�(�
TABLE-2A;B,�DEPENDING-ON-SHED-WIDTH,-WIND-SPEED-AND-EfFTSIIR6r1CRICEHeRS 0-
- -
6.
CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1A,B,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE.
I{I,•a��$�`'� FOB
7.
B.
CONCRETE ANCHORS TO HAVE A MINIMUM OF 4" COVER (DISTANCE FROM ANCHOR TO EDGE OF CONCRETE).
MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF (TYP.)
VIEyj:D B�
9.
EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE.
IZL,
10.
CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS (OLIVER TECHNOLGIES, INC. MODEL#OTICBI, OTICB2 OR EQUIVALENT)
(DATE
R-s0NB-eeNCRE E-B 7NF
Cj NOINSPECT i WILL
BE' X
ABLE 2B — 140C
Q" AUGER ANCHOR SPACING
SHED WIDTH
MAXIMUM ANCHOR
SPACING
UP TO 16'-0"
10'-fflESU
I6'-1' TO 24'-0"
8' —yQUIR
TABLE 1A — 1�cy
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0"
6'-0"
20'-0"
7'-0'
16'-0"
7-6"
14'-0"
81-0"
12'-0"
9'-6"
10'-0"
10'-6"
8'-0"
12'-0"
6'-0"
12'-0"
TABLE 1 B — 140C
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0"
4'-or
r� 3
20'-0" -.
5'-0"
16'-0"
5'-6"
14'-0"
6-0"
12'-0"
7,-6"
10'-0"
8'-0"
12'--0"
6'-0"
12'-0"
TABLE 1C-165D/175C
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0"
3'-6"
20'-0"
4'-0"
16'-0"
5'-0"
14'-0"
5'-6"
12'-0"
7'-0"
10'-0"
81-0"
8'-0"
10'--O"
NY (3,150 LB, x 1.5).
ON JOB
ECT TO ANY CORRE- f CTIONS
BY FIELD INSPECTORS THAT
CODE VERSION --
i w14`Na:; IRC 2016,N:PA 70
MANUFACTURER
LARK BUILDERS ---
BUILDING TYPE
UFACTURED BUILDI c
RESIDE U STORAGE
CONSTRUCTION TYPE
V—B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
Vr-120/145/165/175mph
EXPOSURE
C/D
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/— 0.18
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
IOPSF
ROOF LIVE LOAD
2OPSF OR 3001b POIM LOAD
FLOOR DEAD LOAD
1OPSF
FLOOR LIVE LOAD
50PSF
"R' RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
719 SQFr. OR LESS
REVISIONS
REV
DESCRIPTION
DATE
B'
1
ADDED TYPE 2B EARTH ANCHOR, ADDED LAG BOLT OPL
10/15/15
MT
2
ADDED 'L' BRACKET SETUP. ABS CAP NOTES
2/10/10
MT
3
ADDED 3/16" GALVANIZED CABLE
6/15/16
MT
4
ADDED NOTE 11 ON STACKING BLOCKS
6/30/16
MT
5
2017 FBC
12/30/17
MT
1 /15
LARK BUILDERS
"MW;-&J RECEIVED
1017
fit. L
PermittingSt. Lucle County
Z
Q
CD
Z_
-v----
-1-/2-9/ 18-
'Vile
Co�pa
Matthew T. Baldwin P.E.
(n
Florida License #64608
I-�
Sheet: AP-1 OF 1
MI-N. SETBAPKREQ.
!FRONT
SIDE
CNR SIDES
--kEOEIVED- REAR
AUG -
TECH. • PL
l,a . 1017 ZNG. LOT AN
Permitting Departmenc
St, !Lucie County-
SCANNED
-- By