HomeMy WebLinkAboutAPPLICATION FOR PERMITOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
LOCATION/SITE
ADDRESSi:,,1II S.
PERMIT # e)� I 1 a - oy V -
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772) 462.1553
APPLICATION FOR BUILDING PERMIT AeMlYlilw
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: C [3C l asiata US
OVVNERBUILDER INFORMATION:
c i rl\ .
ST. LUCIE CO CERT. #:
FAX:
NAME: 10 11 AT 1 Ce
ADDRESS:
CITY: STATE: r-L
PHONE (DAYTIME. - -D `71 FAX:
ARCMTECT/ENGINEER INFORMATION:
NAME�l U L l—1
d W � �
CITY: _,L)_t
PHONE (DA
SLCCC: 9123109
Revised 06130117
STATE:
6 31.S-
17fi
ZIP:
ZIP:
ZIP:
IrrCEiV50
C
St. Lucie County
Permitting
UNINHABITED UTILITY SHED U
SR600, 7
NOTES:
1. BUILDING CODE: FLORIDA BUILDING CODE, 7th EDITION (2020)
BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES
(HVHZ)
2. DESIGN LOADING:
WIND SPEED: V „= 155
Vnd = 120
EXPOSURE: C
ROOF LIVE LOAD: 20 PSF
ROOF DEAD LOAD: 10 PSF
FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET 3)
RISK CATEGORY: I
COMPONENT AND CLADDING: ROOF: 18/-29 PSF (ZONE 11
WIND PRESSURE (ps1) (ASD VALUES) 18/-50 PSF (ZONE 2)
(BASED ON 10 SQ FT) 18/-74 PSF (ZONE 3)
WALL: 31/-34 PSF (ZONE4)
31/-42 PSF (ZONE 5)
HEADER NAILING:
HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER
- 16d @ 16" STAGGERED FACE NAIL
NAILING:
REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING.
SR600 - 5'-8Y4" (68Y4")
TR700 - 64Y4" (80)/4'")
PR - 6'-SY4' (80)/4'")
SHED SIZE CHART
WIDTH
PITCH
SIDEWALL HEIGHT
OVERALL HEIGHT
MID -ROOF HEIGHT
6'
4112
5'-8Y4"
T-5'%6'
6'-11Y6"
8'
4/12
5'-8 4'
T-91Y6"
7'-1&"
10'
4/12
5'-8Y4'
8'-1 ?/16"
7'-3y6"
12'
4112
5'-8Y"
8'-5Y2"
7'-5"
6'
4/12
6'-8Y4'
V-51%e'
7'-11-Ye
8'
4/12
6'-8Y4"
8'-91ys'
8'-1Y6"
10'
4112
6-8Y4'
8'-3 1s'
12'
4/12
6'-8Y4'
9'-5Y"
8'-5"
ROOF SHEATHING (%2" OSB OR PLYWOOD)
WIDTH
LENGTH
FIELD NAILING
EDGE
6'
6-18'
1 Od NAILS @ 12" O.C.
1 Od NAIL,
8'
8'-24'
1 Od NAILS @ 12" O.C.
1Od NAIL,
10,
10'-24'
1 Od NAILS @ 12" O.C.
1 Od NAIL
12'
12'-24'
1 Od NAILS @ 12" O.C.
1 Od NAIL
NOTES:
1. USE 8d COMMON OR GALVANIZED BOX NAILS.
%" SMARTSIDE NAILING REQUIREMENTS
FOR SR600, TR700, AND PR
SIDEWALL NAILING (MIN. 2'-0" RETURN EACH EN
WIDTH
ILENGTH
FIELD NAILING
EDGE
6'
6'-20'
8d NAILS @ 6" O.C.
8d NAILS I
8'
8'-24'
8d NAILS @ 6" O.C.
8d NAILS I
10'
10'-24'
8d NAILS @ 6" O.C.
8d NAILS I
12'
12'-24'
8d NAILS @ 6" O.C.
8d NAILS I
%" SMARTSIDE NAILING REQUIREMENTS
FOR SR600, TR700, AND PR
END WALL
NAILING (MIN. 2'-0" RETURN
EACH EN
WIDTH
LENGTH
FIELD NAILING
EDGE
6'
6-20'
8d NAILS @ 6" O.C.
8d NAILS I
8'
8'-24'
8d NAILS @ 6" O.C.
8d NAILS I
10,
1U-24'
8d NAILS @ 6" O.C.
8d NAILS I
12'
12'-24'
8d NAILS @ 6" O.C.
8d NAILS I
SIDING TABLE NOTES:
1. NAILING IS FOR /" SMARTSIDE PANEL OR %" SM
2. MINIMUM 2'-0" R TURN FROM EACH END O� EA
3. NO SINGLE OPENING GREATER THAN 8'-0"
4. ` 6' WIDE X 6'-9' LENGTH BUILDINGS ARE BASED
THE OPENING MUST BE FULLY SHEATHED, IN THE
THE OPENING DOES NOT HAVE A MIN. RETURN W
5. USE COMMON OR GALVANIZED BOX NAILS.
6. ON THESE BUILDINGS 6' X 10' THE T DOOR IN TL
BE A 2' PANEL ON ONE SIDE AND A 1' PANEL ON TI
INSIDE IN WALLS BELOW REQUIRE SHEATHING C
6'X10' WITH T OF OPENING ON END WALL WI
8'X1 8'-24'WITH T OF OPENING ON END WALL
8'X16'-22' WITH 4' OF OPENING ON END WALL
10'X20'-24' WITH T OF OPENING ON END WAL
10'X18'-24' WITH 4' OF OPENING ON END WAL
10'X12'-24' WITH 6' OF OPENING ON END WAL
12'X20'-24' WITH 6' OF OPENING ON END WAL
12'X16'-24' WITH 8' OF OPENING ON END WAL
8. NO OPENINGS ARE ALLOWED ON THE END WAL
ENDWALL OF 6' WIDE X 10'-16' LONG BUILDINGS N
WALL.
TUFF 5 }[ E D
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
Order #
Customer:
Site Address:
P.O. #
THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY
OF TUFF SHED, INC. THESE
DRAWINGS ARE FOR A
BUILDING TO BE SUPPLIED
AND BUILT BY TUFF SHED.
ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF
SHED AND THE ENGINEER OF
RECORD.
ET
—
P
L
D
I
Drawn By: PK
Date: 6/21/21
Checked By:
Date:
Building SlZe:wioTe-LervclH-eeicHr -so. cr. Hasa
Scale: N.T.S.
fM
OPTIONS REFER TO THE TRUSS DESIGN FOR
/� LUMBER SIZE, TRUSS SPACING
/ �i AND PLATE SIZE
COLLAR TIE REQUIRED ONLY AT
12' WIDE SHEDS, SEE TRUSS CALCULATIONS
12
Q 4
SEE SHEET 3 FOR STEEL FLOOR WITH
ANCHOR DETAIL OR FOUNDATION DETAIL
UP TO 12' WIDE
OBUILDING SECTION
SCALE: NT.S.
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
HEADERS FOR
OPENINGS UP TO 4'-0"
USE (2) 2x4 SPF #2
2x4 WINDOWSILL
FLOOR DECKING
BASE PLATE
FLORIDA APPROVED
SHINGLES
SEE THE TRUSS
CONNECTION
DETAIL - DETAIL 2
WALL FRAMING TO BE
2x4 SPF #2 OR BETTER
@ 16" O.C.
IF BUILDING IS LOCATED
IN A FLOOD ZONE THEN
FLOOD VENTS AND PRESSURE
TREATED STUDS ARE REQUIRED -
ONE SQ INCH VENT
FOR EVERY ONE SQ FT
OF BUILDING
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
HEADERS FOR
OPENINGS UP TO 4'-0"
USE (2) 2x4 SPF #2
OPE I GS 4'-1" TO 6-0"
USE (2) 2x6 SPF #2
OPENINGS 6'-1" TO 8'-0"
USE (2) 2x8 SPF #2
KING STUD
TRIMMER
BASE PLATE
FLOOR DECKING
FOR WINDOW OPENINGS UP TO 4'-0" FOR OPENINGS UP TO 8'-0"
WINDOW HEADER DETAIL DOOR HEADER DETAIL
FOR SIDE WALLS 3g FOR SIDE WALLS
SCALE: N.T.S. SCALE: NTS.
KING STUI
HEADER
OPENIN
OPENIN
REFER 1
THE DO(
TUFF SHED
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
#
Order Customer:
Customer:
Site Address:
P.O. #
THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY
OF TUFF SHED, INC. THESE
DRAWINGS ARE FOR A
BUILDING TO BE SUPPLIED
AND BUILT BY TUFF SHED.
ANY OTHER USEIS
FORBIDDEN BY BOTH TUFF
SHED AND THE ENGINEER OF
RECORD
Et
—
F
t
D
I
Drawn By: PK
Date: 6/21/21
Checked By:
Date:
Building Size.WIDTH-LENGTH - HEIGHT -SG. FT. AREA
Scale: N.T.S.
I#12-14 X 3" HEX HEAD —
SELF -DRILLING SCREWS
3/4' APA OR TECO RATED
T&G FLOOR DECKING.
2X6 STEEL JOISTS
-
@24"OC
910 X %4' PAN —
HEAD SELF -DRILLING
SCREWS (2 PER TAB)
VENT HOLES @ 24" OC.
OPTIONAL LEVELING BLOCKS
2X6 STEEL TRACK EACH END
BASE PLATE SCREW SPACING
WIDTH
SPACING
6'%
8" O.C.
OOPTIONAL STEEL SHED BASE DETAIL
SCALE: NTS.
BLOCK
TRIM
SIDING
ATTACH BRACKET TO
STUD THRU HOLE IN
ANCHOR PLATE WITH
%" fd x 4" CARRIAGE BOLT
AND LOCKNUT
It
CORNER STUD
1. STEEL SHED FOUNDATION:
60OT125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COA
24" D.C.
- 16 GAUGE STEEL JOISTS G140 ZINC COAL
@
@ 24" O.C.
(SUPPLIER: ALLIED STUDCO (JOIST: 600S137-054/TRAC
600T125-054)ICC ER-4943P.
2. %" APA OR TECO RATED TONGUE AND GROOVE FLOOR
DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LA)
3. FASTEN FLOOR DECKING TO JOIST & TRACKS USING
#8 x 1%" ZINC PLATED SCREWS @ 12" O.C.
NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FL
JOISTS. STAGGER PANEL LAYOUT PER APA CONDITIOI`
4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO,
OR TRACKS WITH #12-14 X 3" GALVANIZED SELF-DRILLII
SCREWS. REFERENCE SPACING CHART.
5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOIS
CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON E
AS SHOWN.
6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO L
BUILDING:
SUGGESTED SIZES: 2" x B" x 16", 4" x 8" x 16", OR 8" x 8":
BLOCKS UNDER JOISTS SPACED @ 8'-0" O.C. MAXIMUM.
BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM.
AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
• PART NUMBERS:
OT3644GPMP-%" X 36" (36" IMBED) GALVANIZED AUGER
OT17SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
REPORT NO. LO-FJ90129-A
-OR-
OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS
REPORT NO. LO-FJ90129-B
• WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
WITH THE MAXIMUM LOAD OF 5,080 LBS
J
>J
Lu
0
U5
STUD
AUGER ANCHORS
WIDTH
LENGTH
# OF ANCHORS
6'
V-20'
4 ANCHORS
8'
8'-24'
4 ANCHORS
10,
10'-20'
4 ANCHORS
10,
22'-24'
6 ANCHORS
12'
12'-16'
4 ANCHORS
12'
18'-24'
6 ANCHORS
L SIDING 4-ANCHORS PROVIDE (1) AT EA.
CORNER OF THE BUILDING.
TRIM 6-ANCHORS PROVIDE (1) AT EA.
"WALL CORNERS OF THE BUILDING AND (1) AT
THE CENTER OF EA. SIDE WALL.
n
ANCHOR BRACKET
TO BE FLUSH WITH
EDGE OF TRIM
OPTIONAL AUGER ANCHOR DETAIL
3 L
SCALE: N.T.S.
TUFF SHED Order # P.O. # THESE DRAWINGS AND THE —
DESIGN ARE THE PROPERTY
Customer: Drawn By: PK OF TUFF SHED; INC. THESE EN
DRAWINGS ARE FOR A
Storage Buildings & GaragesB T Date: 6/21/21 BUILDING TSUPPLIED
Site Ad —dress: AND BUILT BY TUFF SHED. R
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE FORBIDDEN BY BOTH TUFF t
Building Size:WIDTH-LENGTH -HEIGHT -SC.FT.AREA Date: SHED AND THE ENGINEER OF D.
Scale: N.T.S. RECORD
UNHEATED SPACE
`O 3X4 20 PLATES
ANCHOR BOLT & 3,_0„ 1 EACH SIDE
P.T. SILL PLATE
PER NOTES BELOW
#4 CONTINUOUS zQ 4
1 3/4' TOP & BOTTOM
v Y FINISH CONCRETE FLOOR
c� ~ GRADE
00 6'-0"
E n
M SLAB 3X4 20 PLATES
,: REINFORCEMENT 1 EACH SIDE
PER NOTES BELOW �? 4'-0"
v TYP.
1'-0" MIN. THICKENED SLAB 12
(7 Q 4
CONTINUOUS FOOTING NOTES 00
1. TOP OF SLAB TO BE 6" MIN, ABOVE GRADE. SLAB REINFORCEMENT SHALL o
BE WWF 6X6 W1.4xW1.4. LOCATE AT MID -DEPTH OF SLAB.
-OR-
SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED
FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY a'-�
THROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE.
2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING N
BEFORE POURING CONCRETE.
3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL,
OR PROPERLY COMPACTED STRUCTURAL FILL, ALLOWABLE SOIL
BEARING PRESSURE IS 1000 PSF AT 12" BELOW GRADE.
4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, f� = 2500 PSI. DESIGN LOADS:
5. REINFORCING STEEL: A615, GRADE 40OR GRADE 60. ALL REINFORCING TOP CHORD LIVE LOAD = 20 PSF MAXIMUM I
STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR VERT LL: 0
DIAMETERS OR 24" MINIMUM, WHICHEVER IS LARGER. TOP CHORD DEAD LOAD = 10 PSF
6. SEISMIC DESIGN CATEGORY:A COLLAR TIE DEAD LOAD = 5 PSF VERT TL: 0
A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING
Y"O X 8" LONG SIMPSON TITEN HD ANCHOR WITH WASHERS.
B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" INTO THE NOTES:
CONCRETE AND SHALL BE SPACED NOT MORE THAN V OC. FBC, 7th EDITION (2020)
C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE ANSI/TPI 1-2014
WITH 1 BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 7 BOLT
DIAMETERS FROM EACH END OF EACH PIECE. TRUSSES TO BE SPACED @ 24" OC
NOTE: FOR BUILDINGS 18' AND LONGER OR ANY BUILDING DESIGNED AS MATERIAL TO BE 2X4 SPRUCE PINE FIR GRADE I
A 3-SIDED DIAPHRAGM, ADD SIMPSON SSTBI6ANCHORS AND HDU2 HOLD PLATES ARE TO BE PRESSED IN THE WOOD PEF
DOWNS AT EACH CORNER OF THE END WALLS. FOLLOW MANUFACTURER'S
INSTALLATION INSTRUCTIONS. REP MEMBER INCREASE: YES
OOPTIONAL CONCRETE FOUNDATION DETAIL LUMBER D.O.L.: 1.25
SCALE. N T.S.
WIND:
ASCE 7-16, 155 mph, Exposure C, D.O.L.=1.60
PLATES ARE MANUFACTURED BY EAGLE METAL
ICC-ES #ESR-1082.
TUFF SHED
Order #
Customer:
P.O. #
THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY
OF TUFF SHED, INC. THESE
DRAWINGS ARE FOR A
ET
ET
Drawn By: PK
Date: 6/21/21
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
8524 EAST COLONIAL DRIVE
ORLANDO, FL 32817
(888) 788-TUFF
STORE 520
Site Address:
BUILDING TO BE SUPPLIED
AND BUILT BY TUFF SHED.
ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF
SHED AND THE ENGINEER OF
RECORD
t
1
D
Checked By:
Date'
Building Size:WIDTH-LENGTH -HEIGHT -SD."AREA
__
Scale: N.T.S.