HomeMy WebLinkAboutConstruction Planspp pp TABLE 2A — 170D TABLE 1 A — 120C
pp' pp. 30" AUGER ANCHOR SPACING ANCHORING TO CONCRETE
TIE -DOWN STRAP BOLTED THRU MAXIMUM ANCHOR SHED WIDTH MAXIMUM ANCHOR
FLOOR JOIST 1/2° GRADE 5 SHED WIDTH SPACING
WR�i SPACING
BOLT MINIMUM WITH WASHERS TIE -DOWN STRAP` 24'—O"
(2) 2x6 OR (1) 4x6 P.T. SYP /2 SKIDS 10-0
(SEE NOTES) (1) 4x4 SYP #2 ON 8' WIDE OR LESS, '"
1/2'z3' (4,000 LB.) CONCRETE ALL ELSE(CAN BE SET ON GROUND). TYPE 1 TYPE 2A 16'-1" TO 20'-0" 8'-0" 20'-0' 7-0"
WEDGE ANCHOR WITH WASHER TIE -DOWN STRAP BOLTED TO TYPE
3 ANCHOR 1 2' GRADE 5 30" DRIVE 30" AUGER
Y1 / ANCHOR ANCHOR 16'-0"
a • ' •• • ' • BOLT MINIMUM WITH WASHERS FOR ROCK/CORAL FOR SOIL/CLAY O'-1" TO 24'--0' 6'-O"
EXISTING 4' CONCRETE 1/2"x3" (4,000 LB.) CONCRETE I;x;l pp TABLE 2C — 120C
WEDGE ANCHOR WITH U-CHANNEL pp- TYPE 3 TYPE 28 30" AUGER ANCHOR SPACING
(TYPE 3) d. 12'—On
coNCRETE 30" AUGER MAXIMUM ANCHOR
ANCHOR ANCHOR SHED WIDTH
EXISTING 4° CONCRETE WTIH EXPANSION FOR SOIL/CLAY SPACING 10'-0"
BOLT
TYPICAL ANCHOR TYPES UP TO 24'-0" 10'-0"
8'-0"
2x4 SOLE PLATE (NATURALLY
1/2'x3" (4,000 LB.) CONCRETE DURABLE WOOD OR P.T.)
WEDGE ANCHOR WITH 2" WASHER 6'-0' 12'-0"
--- -------- :=�4'
GE . .4_— -d>, _y_�_-,---_ _ TABLE 1 B — 140C
RAD
TIE-DOWN STRAP BOLTED THRU ANCHORING TO CONCRETE
EXISTING 4° CONCRETE (1) 4x4 SYP g2 ON 8' WIDE OR LESS. (1) 4x4 SYP #2 ON 8' WIDE OR LESS. MAXIMUM ANCHOR
FLOOR JOIST 1/2' GRADE 5HED WIDTH
BOLT MINIMUM WITH WASHERS (2) 2x6 OR (1) 4x6 P.T. SYP 1}2 SKIDS (2) 2x6 OR (1) 4x6 P.T.PSYP #2 SKIDS SPACING
(NUT h BOLT OR LAG BOLT) ALL ELSE(CAN BE SET ON GROUND), TIE -DOWN STRAP SECURED ALL,ELSE(CAN BE SET ON GROUND).
TIE -DOWN STRAP BOLTED TO TYPE WITH (8) 1ODx1.5" NAILS 24'—.O" '�'-0"
3 ANCHOR WWTITT}}{{ i/2' GRADE 6
BOLT MINIMUM WITH WASHERS ZO —0 6 -0
6/8' x 30" EARTH ANCHOR: It, h
1 /2'x3' (4,000 LB.) CONCRETE ry" AUGER STYLE FOR SOIL/CLAY, I,x�1 16'—O" �j'-6"
WEDGE ANCHOR OTM U-CHANNEL DRIVE STYLE FOR ROCK/CORM.
(TYPE � a•.. .. .".. • "• .•
1/2"x3" (4,000 LB.) CONCRETE 14'-0"
WEDGE ANCHOR WITH 2' WASHER EXISTING 4° CONCRETE OPTIONAL SUPPORT PAD (P.T. WOOD,
1/4'x1j" LAG BOLT CONAT CRETE K OR PAD) SPACED 1 `2'-0" 7'-6"
O 12" O.C. MAX. 2x6 P.T. SOLE PLATE
10'-0" 81-8"
GRADE t_...�_�_-d
IXlsnNc a" CONCRETE
TIE -DOWN STRAP BOLTED THRU 6'-0' 12'-0
(2) 2x6 OR (11)) 4x
FLOOR JOIST r 1/2' GRADE 5 (1) 4x4 SYP x 8' WIDE OR LESS.
6 P.T. SYP #2 SKIDS —
(1) 4x4 SYP 82 ON 8' WIDE OR LESS. BOLT MINIMUM WITH WASHERS
(2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS (NUT k BOLT OR 2j°LAG BOLT) ALL ELSE(CAN BE SET ON GROUND). ANCHORING TO CONCRETE
ALL ELSE(CAN BE SET ON GROUND).
TIE -DOWN STRAP OR 3/16' SHED WIDTH MAXIMUM PCING ANCHOR
GALVANIZED STEEL CABLE 5/8" x 30' EARTH ANCHOR
(SEE NOTES) WITH EYE HOLE: AUGER STYLE
2x4 SOLE PLATE (NATURALLY FORISOIL/CLAY, DRIVE STYLE I`x'I 24'-0"
1/2'x5' (4.000 LB.) CONCRETE DURABLE WOOD OR P.T.) 1/2°x3" (4,000 LB.) CONCRETE 1��1 FOR ROCK/CORAL
WEDGE ANCHOR WITH 2" WASHER WEDGE ANCHOR WITH 2" WASHER--1,GRADE 1,x�1
-- _� _T .. • • • EXISTING 4" CONCRETE OR OPTIONAL
1 T EXISTING 4' CONCRETE SUPPORT PAD (P.T. WOOD, CONCRETE 1 6'—ou
• •a OPTIONAL REINFORCED I BLOCK OR PAD) SPACED AT 8'-0" MAX.
GO GO CONCRETE FOUNDATION — - - 14'—O"
i 12'-0„
I-8"--I
i 10'-0"
Ij (1) 4x4 SYP #2 ON 8' WIDE OR LESS, TIE -DOWN STRAP 4x4 SYP 0 ON 8' WIDE
I TIE -DOWN STRAP BOLTED TO (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS (SEE NOTES) (2) 2x6 OR (1) 4x6 P.T. SYP O#2 SKIDS
8'-0"
`I GROUND ANCHQR 1W//f2TT"1 ALL ELSE(GW BE SET ON GROUND). ALL ELSE(CAN BE SET ON GROUND).
2' WIDE 11 GAGE STEEL 'L' GRADE 5 BOLT MINI UM AN I
BRACKET TIE -DOWN STRAP WASHERS. ALSO CONTINUOUS A D TIE -DOWN STRAP BOLTED TO 6'-O" 12'-0"
BOLTED THRU FLOOR JOIST (1) 4x4 SYP 82 ON 8' WIDE OR LESS ATTACHED TO GROUND ANCHOR GROUND ANCHOR WITH 1/2" GRADE
WITH 1/2" GRADE 5 BOLT (2) 2x6 OR (1) 4x6 P.T. SYP #2 SKIDS ON OPPOSITE S1DE 5 BOLTIMINIMUM WITH WASHERS
MINIMUM WITH WASHERS ALL ELSE(CAN BE SET ON GROUND). 5/8' x 30' EARTH ANCHOR:IV:
1�i 6/8' x 30' EARTH ANCHOR:
(NUT k BOLT OR 4-LAG BOLT) - 6 I x i AUGER STYLE FOR SOIL/CLAY, jai 1
4AUGER STYLE FOR SOIL/CLAY,i DRIVE STYLE FOR ROCK/CORAL. • • DRIVE ;STYLE FOR ROCK/CORAL � •
1/2'x3' (4.000 LB.) CONCRETE 1� �1
WEDGE ANCHOR WITH 2" WASHER 1 '1 EXISTING 4' CONCRETE ET SUPPORT OPTIONAL SUPPORT PAD () S WOOD,
� PAD (P.T. WOOD, CONCRETE BLOCK OR CONCRETE BLOCK OR PAD) SPACED
PAD)
'rSPACED
- AT 8'-0' MAX. j AT 8'-0' MAX.
EXISTING 4' CONCRETE _ I�IE®b��W�DJE IIf111L�.
TIE—ooWN NOTES: — TABLE 2B — 140C Z
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. 30" AUGER ANCHOR SPACING
2. ALL MEASUREMENTS ARE CENTER -TO -CENTER. MAXIMUM ANCHOR ® `� e,� �i
3. 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 SHED WIDTH I E IEA >
CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM ULTIMATE CAPACITY (3,150 LB. x 1.5). SPACING d`l
4. ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4,300 LB, CAPACITY.
5. EARTH ANCHORS LOCATED AT EACH CORNER, MAXIMUM 16" FROM END (4 MINIMUM PER BUILDING), AND SPACED AS PER TABLE 2A,B,C DEPENDING ON SHED WIDTH, WIND UP TO 16'-0" 10'-0" RECEIVES 0®E CC ;. "' LCp
ANC
SPEED, AND EXPOSURE. ANCHORS NOT NEEDED ON ENDS. t ��`
6. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1AB,C DEPENDING ON SHED WIDTH, WIND SPEED, AND EXPOSURE. 16'-1" TO 24'-0' 8'-0"
7. CONCRETE ANCHORS TO HAVE A MINIMUM OF 4' COVER (DISTANCE FROM ANCHOR TO EDGE OF CONCRETE). ST■ LUCIE COUNT
8. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF (TYP.) JUL 3 ® 2021
9. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE. �1C
10. CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS (OLIVER TECHNOLGIES, INC. MODEL#onCB1. OTICBBO1I��g 2 OR EQUIVALENT)
11. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
ST. Lucie County, Permitting _
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CODE INFORMATION
CODE VERSION
I1 E a ECdm
MANUFACTURER
LAM BUILDERS
BUILDING TYPE
OF RtD BU6D1 G
RESm u sroRAGE
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
UI6JIY
ALLOWABLE NUMBER OF STORIES
I
BASIC WIND SPEED
Vr120/140/170mph
EXPOSURE
D
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
IOPSF
ROOF LIVE LOAD
3OPSF OR 30011, POINT LOAD
FLOOR DEAD LOAD
10PSF
FLOOR LIVE LOAD
6OPSF
'R' RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
No
SQUARE FOOTAGE
719 SQ.Fr. OR LESS
REVISIONS
REV
DESCRIPTON
DATE
BY
1
2020 FBC
12/31/20
MM
Drawn By. MTB
Date:
4/3/18
Scale:
NA
Model ;
LARK BUILDERS
4Z
J
11
0
Z
0
=
U
Z
Q
bi
1/4/21
Matthew T. Baldwin P.E.
Florida License #64608
J Q
Sheet: AP-1 OF 1