HomeMy WebLinkAboutREVISION - BUILDING PERMITL
OFFICE USE ONLY:
DATE FILED: .Q o ��y �� -1 2 )
REVISION FEE: O
PERMIT #
RECEIPT #
PLANNING &DEVELOPMENT SERVICELRECEIVED
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
APR' 01 2019
FORT PIERCE, FL 34982.5652
(772) 462.1553
ucie County, PerroittJn
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
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LOCATION/SITE
ADDRESS:
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DETAILED DESCRIPTION OF PROJECT SCANNED
REVISIONS: , BY
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CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
STATE:
ST. LUCIE CO CERT. #:
I�q
NAME: be-He-v —Fi5Z0.ur-v--
ADDRESS: 859 1 H, P-d_
CITY: 1'ol- - P/crce STATE: fL
PHONE (DAYTIME: 925-92Z-6359 FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME):
r Ali:
ZIP:
SLCCC: 9123109
Revised 06/30/17 RFASION
ZIP:
ZIP:
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PPSPROP. PROPOSED RECEIVED
POWER POLE
PT POINT Or TANCENCY
AEC RE
BY PLAT OR OECD LOT 16
IT RADIAL OR RAO US to
Rl* RIGHT OF WAY I APR 0 12019
S IOUTH
SEC SECTION
SQ.FT. SQUARE FEET
SA STATE ROAD ST.!Lucie county, Permitting
ST STREET
STA STATION
I TANGENT
TELE TELEPHONE
TR TRACT
TW5P TOWNSHIP r.
U & 0 UTILITY 6' DRAINAGE
UTIL UTILITY
W WEST
PENCE w WOOD
WM WATER METER
WV WATER VALVE
A DELTA ANGLE
ON COMBINED LOTS
ALL SET CAPS LABELED PSIA WEH 4416 ARE SUPPORTED WITH AN IS- LONG 15 REBAR
ALL FOUND CAPS ARE A 51W ROD WITH A CAP AS LABELED ON SURVEY
THIS DRAWING AND COPIES THEREOF ARE NOT VAUD
WITHOUT THE SIGATURE AND ORIGINAL RAISED SEAL
OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
61hor
IwLAvrvm
NO 4416 OAT H ON
HAYHURST LA
CERTIFICATE OF AUTHO
8T-TlFPV3E"rlll43w 8c
445 evrn E
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PHONE:
FAX: (7
CONTRACTO"R COPY
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ALL PINES STREET
( 60 R/W )
JRVEYING INC.V BOUNDARY
NUMBER (L.B. 7364)
NO COMPANY
T. Unit-7
L. 32982
-6680
-3446
DRANN BY:
J.D.J.
CHECKED BY:
W.E.F
FIELD B0OK:
303
PACE nm
72
FIELD DAIS
8/28/O9
SCALE:
1 °=4C
12 { 11 10 I I9 B u 7 6
HiPL
6 5 44��342
IdIR.-
LEGAL DESCRIPTION: ALL OF LOT 4, BLOCK B
HIDDEN PLACE ESTATES
ACCORDING TO THE PLAT THEREOF AS RECORDED
IN PLAT BOOK 17. PAGE 21 OF THE PUBLIC
RECORDS OF ST. LUCIE CO., FLORIDA. SAID LANDS
LYING IN ST. LUCIE CO., FLORIDA.
CONTAINING 1.0 ACRE MORE OR LESS
SURVEY NOTES:
1. LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR RIGHTS -OF -WAY AND/OR EASEMENTS OF
RECORD.
2. NORTH ARROW SHOWN HEREON IS ORIENTATED
AS SHOWN.
3. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW
NAMED INDIVIDUALS
4. ELEVATIONS (IF SHOWN) HEREON ARE BASED
ON NAVA (1929). UNLESS OTHERWISE NOTED.
5. LEGAL DESCRIPTION SUPPLIED BY CLIENT.
6. SQ. FT. OF HOUSE (IF SHOWN) SUPPLIED BY
CLIENT.
7. NO. STRUCTURES OR UTILITIES THAT ARE
BENEATH THE SURFACE HAVE BEEN LOCATED.
S. BEARING BASE ON NORTH LINE OF LOT 4.
CERTIFIED TO:
DETLEV 8; BRIGITT TISZAUER AS TRUSTEES OF
THE TISZAUER LIVING TRUST DATED OCTPSER 8, 1990
STEWART, EVANS. STEWART & EMMONS, P.A.
STEWART TITLE OF INDIAN RIVER COUNTY
STEWART TITLE GUARANTY COMPANY
DATE: I RFVISIDNS I INT.
FbridaNpazIffWd
Busines V --
Professi real
Regulation
Ken Lawson, Secretary
September 23, 2016
Alex Martens
Superior Sheds, Inc.
2323 S. Volusia Ave
Orange City, FL 32763
RE: Manufacturer Certification, ID MFT-113; Expiration Date: September 22, 2019
Dear Alex Martens
FLA Manufachacd 8rddi g Program
— —1040 NwhMomoe Suee1
Sire 90A
saiahassee, Florida 32 U772
PlIm SSOA37.1824• Fax &W.414,8436
It is my pleasure to inform you that Superior Sheds, Inc., located at 2323 S. Volusla Ave, Orange
City, FL 32763, has been approved under the Manufactured Buildings Program, as provided for
under Chapter 553, Part I, Florida Statutes, to manufacture Storage Sheds, Manufactured
Buildings for installation in Florida.
Construction or modification on a manufactured building cannot begin until the Third Party
Agency has approved the plans in accordance with the current Florida Building Code. Your Third
Party Agency is a contractor for the Department and has statutory authority and responsibilities
that must be met to maintain approved status. You may expect and demand quality plans
review and inspections.
Each Code change will make your plans obsolete until they have been reviewed, approved and
indicated [on the cover page of the plans] for compliance with the Code by your Third Party
Agency for plans review. Please ensure that your plans are in compliance and are properly
posted on our website. All site -related Installation issues are subject to the local authority
having jurisdiction.
The Department's contractor will make unannounced monitoring visits at least once each year.
You must grant complete access to your manufacturing facility and records to remain in
compliance with the rules and regulations of this program.
Your certification is approved for three years from this date. You will receive a renewal notice by
Email generated by the BCIS (www.floridabuilding.org) for online renewal. If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436.
Please visit our website at www.floridabuilding.org to see valuable information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local
building permits.
Sincerely,
at/rv_c C-0
Robert Lorenzo
Manufactured Buildings Program
cc: Professional Service Industries
Rick Scott, Governor
SETUP AND INSTALLATION OF SINGLE WIDE SHED
SETUP AND INSTALLATION OF DOUBLE WIDE SHED
MOV LUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC.
2. ONCE SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED, THE
BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING
IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED.
3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT
SPACING (SEE TABLE 3).
4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED
THRU THE 2"x4" BOTTOM PLATE WITH A 1/2" AUGER BIT. 1/2" EYEBOLT OR OPTIONAL
1/2" THREADED ROD (FOR A "HIGH SET") IS SECURED THRU THE HOLE.
5. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS.
6. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30" AUGER ANCHOR AND
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2" HOLE IS DRILLED INTO THE
CONCRETE 1-1/2" OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM
PLATE AND A SIMPSON A-24 (OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2"
WEDGE ANCHOR.
7. IF THE UNIT IS A 'NO FLOOR' OPTION, ANCHOR WITH 1/2"x5" WEDGE ANCHOR THRU THE
2"x4" BOTTOM PLATE.
TABLE 1
ANCHORING TO CONCRETE
SHED WIDTH
UPLIFT (PLF)
ANCHOR SPACING
20'-0"
400
3'-6"
13'-B"
280
V-6"
I V-8"
240
S-6•
10'-O"
200
V-6•
8'-0"
160
3'-6•
6'-0"
120
31-r
TABLE 2
SKID RUNNER SPACING"
SHED WIDTH
X1
X2
X3
13'-8"
V-104"
1,-104"
I'-104"
11'-8"
2'-B"
5'-4"
-
IO'-0"
V-7"
6'-10"
-
8'-0"
0'-9"
6'-6"
-
6'-0"
0'-10"
51"
-
-VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4.4'
SKIDS ONLY. IS-11' WIDE SHEDS HAVE (4) SETS OF SKIDS.
PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP.
2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE
BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3).
3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE
FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)4"x44"
BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE
LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS
PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE.
4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B).
5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS
REMOVED.
6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS.
TABLE 3A
PAD TYPES
TYPE
PAD DIMENSIONS
MAX. LOAD-
MATERIAL
1
2"xB"x16"
1778LBS
CONCRETE BLOCK OUAUTY
CEMENT AND SAND MIX
II
4"x8"x16"
3500LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16"x16"
3950LBS
ABS PLASTIC PADS
IV
8"x8"x16"
1900LBS
CONCRETE BLOCK
QUALITY
CEMENT AND SAND
MIX
• BASED ON 2000PSF SOIL BEARING CAPACW (2OD0PSF IS TYPICAL)
NOTES
L HOLLOW OR SOLID CONCRETE BLOCKS (8-x8-x16-) MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON 11'-B" AND 13'-B" WIDE SHEDS ONLY.
TABLE 3
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS
SHED DESCRIPTION
PAD
MAXIMUM LOAD AND PAD TYPE
SHED WIDTH
TYPE
LW(PLF)
END PAD
MAX. SPACING
END PAD
SIDE RUNNER
PAD TYPE
INTERIOR
PAD
SIDE RUNNER
PAD TYPE
13'-8"
SW/DW
4.15/332
0" TO 6"
6'-0"
1935LB
I, 11, III, OR IV
1879LB
I, II, III, OR N
I V-8"
SW/DW
6.00/480
0" TO 6"
6'-0"
2550LB
I, 11, III, OR N
2558LB
I, 11, III, OR IV
10'-O"
SW/DW
5.00/400
0" TO 6"
6'-0"
240OLS
I, II, III, OR IV
2400LB
I, IL, 111, OR IV
8'-O"
SW
4.00/320
0" TO 6"
6'-0"
2029LB
I, 11, III, OR IV
2133LB
I, 11, 111, OR IV
6'-0"
SW
3.00/240
0" TO 6"
6'-0"
1658LB
I, 11, III, OR IV
1866LB
I, 11, 111, OR IV
• LOAD WIDTH OF UPLIFT ON RUNNER
NOTES
1. PAD SPACING 15 END TO CENTER OF PAD.
2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER.
3. USE SURE MAXIMUM SPACING FOR INTERIOR SPACING.
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP-1 SINGLE HELIX EYE
AUGER ANCHOR BY HOME PRIDE OF BRISTOL, VA. OR EQUAL. AVERAGE
HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS.
2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER).
LOCATE ANCHORS PER TABLE 4A OR 48.
3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE
(FLOOR SYSTEM) AND ATTACHED TO ANCHOR. THESE CAN BE EXTENDED WITH
THREADED ROD (OR STRAPS WITH EQUAL OR GREATER STRENGTH) FOR ELEVATED
PORTIONS OF SHEDS ON LEVELING BLOCKS.
TABLE 4A
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW
UPLIFT (PLF)
END ANCHOR--
MAX. INTERIOR SPACING•••
13'-8"
7.00
243
V-0" TO S-T
10'-O"
11'-8"
6.00
20B
C'-v* TO S-T
10'-O"
8'-0"
4.00
138
0'-0" TO S-0"
10'-O"
6'-0"
3.00
104
0'-0" TO 3'-0"
10'-0"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW'
UPLIFT (PLF)
END ANCHOR-'
MAX. INTERIOR SPACING'••
20'-0"
1 10.00
1 400
1 0'-0" TO S-0"
1 5'-0"
• LOAD WIDTH OF UPLIFT ON RUNNER
•• LOCATION FROM END WALL OF AUGER ANCHOR
••• MAXIMUM SPACING BETWEEN ANCHORS
NOTES
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
2. ALL MEASUREMENTS ARE CENTER -TO -CENTER.
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER.
ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0"
BETWEEN ANCHORS..
4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN
EXISTING BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE
TO THE SIDE AS POSSIBIE
RE
CODE
OMPLIANCE
2"x2" GALVANIZED
C
' L
CIE COUNTY
2"x2" GALVANIZED WASHER
WITH 1/2" NUTT
WITH 1/2" NUT
1/2" THREADED ROD
OPTIONAL FOR "HIGH SET"
�+
CC
BOCC
NOTCH OR COUNTERSINK BOLT
1/2" THREADED ROD
EYES BOLTED TOGETHER WITH 1/2"x2"
THRU 2"x4" 8070M PLATE
OPTIONAL FOR "HIGH SET"
BOLT & NUT WITH (2)2"x2" GALVANIZED
1/2• COUPLER
2'x4" BOTTOM PLATE NAILED
1 /2" COUPLER
1/2"x12" FORGED EYEBOLT
�i:
0
WASHERS (2.000LB SHEAR CAPACITY)
_
" MIN.
400 1 RETE
1/WEDGE ANCHOR ft INTOSLAB_____"_`�I
TO 2"x6" PLT. BASE
-y,--d MIN.
4
" e I
THRU(S 2"x4' P.T. BOTTOM PLATE
51y I
EYES BOLTED TOGETHER WITH 1/2"K2"
.1
(SEE TABLE 1 FOR SPACING)
e-----=- a------- J_
BOLT & NUT WITH (2)2"x2" GALVANIZED
tYPE II II, OR N PAD WITH
z'T BLOCKING AS EOUIR PA (SEE TABLE 3).
1/2"x3" (400 LBJ
SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH
CONCRETE SLAB BY OTHERS THROUGH
WASHERS (2.000LB SHEAR CAPACITY)
CONCRETE WEDGE ANCHOR
CUP OR EQUAL LOCAL CODES AND
JURISDIGTON
LOCAL CODES AND JURISDICTION
30" EARTH AUGER ANCH
'-
(SEE TABLE 1 FOR SPACING)
(SEE TABLE 4 FOR SPACINOi
I�SHED WITH SKID
SHED
ANCHORED
WITH SKID
TO CONCRETE
SHED WITH 'NO FLOOR' OPTION
ANCHORED TO CONCRETE
TO PADiORIBLOCKING,•
TIE
-DOWN
DETAILS
C � '. w RLN
cooE VENSIGN I iBC 20t) 6N WUa,
ANNUFACNRER SU
P;
d0R SHEDS
BUILDING TYPE
q�p`pjryt"y"uµ`ry"'y�pyyE
CONSTRUCTON TYPE
V-0
FlRE PROTECTION
NONE
FlRE SUPPRESSION SYSTEM
NOW
OCCUPANCY
SI me
ALLOWABLE NUMBER OF STORIES
1
RGSIC WIND SPEED
Va-200m.h
INTERNAL PRESSURE COEFFRNENT
♦/- 0.18
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
IMF
ROOF LIVE LOAD
20PSF OR WOIm
BOOR DEAD LOAD
9PSF
FLOOR LIVE LOAD
M. 75P - 1253T OPT.
PER
I SQUARE FOOTAGE I I£55 DUN n0 SOPT. 11
1 1 12anZ I'I�
2 GRWNO ANCHOR s'AF.G NAX. ANC OGY VON s/30/IB MIO
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1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
2. THIS BUILDING IS EXEMPT FROM THE FBC
ENERGY CONSERVATION CODE PER SECTION
1015.22.
3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE.
d
6/1/18
MlrttheW T: 8G18W1n P.E
Florida license y64s_QB
Sheet: AD-1 OF 1
PSI APPROVAL 2018-01-16
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L3" OVERHANG
ROOF SHEATHING OPTIONS:
— OSB, 2" OSB, OR g" CDX PLYWOOD WITH 20 YEAR CLASS 'A'
225LB FIBERGLASS SHINGLES AND #16 FELT
— D4 ALUMINUM
— 29 GAUGE CORRUGATED METAL(RUN ANY DIRECTION) SECURED WITH
MIN. #140.25" SCREW W/J" HEAD OR WASHER ® 8" O.C.
40'-0" MAX. -
DESIGN PRESSURES
ROOF
+27.8/-94.7
WALLS/DOORS/WINDOWS
+32.5/-29.2
�--1"x4" FASCIA
ROOF FRAMING PLAN
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Isu�Pwxuv,axvEnusn
2x4 BLOCK
2x4 SOLE PL
FLOOR FRAM
OR
FLOOR FRAMING
K OR EQUAL ALPINE 2'x6" PSI APPROVAL 2018-01-16
2x4 SOLE PLATE
VARIES 6'-0" TO 13'-B'
ELEVATION CROSS—SECTION
TYPICAL ARCH FRAME
END ELEVATION
WITHOUT DOOR
m
MITEK OR ALPINE
OR EQUAL
O.C.
2x4 BLOCKING
END WALLS
2x4 SOLE PLATE
VARIES 6'-0" TO 13'-6"
END ELEVATION 4"x4" P.T. ATTACHED WITH
H24 OR EQUIVALENT. SEE
WITH DOOR TABLE 2 FOR QUANTITY AND
SPACING.
END ELEVATION
WITH GARAGE DOOR
(ONLY ON ENDWALL)
psi
F4
1 /9A •JNSiire;: r
f..lcnc-, ri.rHu �_d)v
R pEvvuM.,1 0.MI, VE
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WIMS
FIRE PROTFDRON
mNE
FlRE SUPPRESSION SYSTEM
NOW
oLCUPANaY
STOPILE
ALLOWABLE NUMBER OF SMIUM
1
BABIC "D sPTFD
V.-IPNmL
NRRNAL PRESSURE COEFFICIENT
♦/- MIS
IMPORTANCE FACTOR
1.13
ROOF DM LOAD
10FSF
RODF W LOAD
30P OR JBBm MW W1B
a DEAD MAD
jaP
FLOOR LIVE LOAD
SM. 73PSF - 126F3F OPT.
Ban. OR XBS
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11/19/15
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Matthew T. Baldwin P.F
Q Florida U.ense #64608
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4x4 P.T. POST
STANDARD WALL DETAIL AND1jxDZR �RAMPINW/66THOd NAILS
WITH DOOR & WINDOW OPTIONS OR EQUAL
0'-0" MAX.
'&6' OPTIONAL PORCH--i
------
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FLOOR FRAMING PLAN
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LSYOX NOlN6. TH PE PS]0199
_ SHEATHING OPTIONS:
OSB OR SHEATHING EQUIV. OR BETTER
ORRUGATED ALUMINUM
4 ALUMINUM SIDING
OR J" T1-11 SIDING CODE VERSION
4MES HARDEE PANEL OR EQUIV. MANUFAMRER
4MES HARDEE HORIZ. SIDING LAP OR EQUIV. BUILDING TYPE
9 GAUGE CORRUGATED STEEL METAL SIDING(RUN ANY DIRECTION) CONSTEZEN, TYPE
HERMO-PLY BLUE (0.135 THICK)WRH VINYL SIDING
WALL
SOLE PLATE
DR FRAMING
NOTE: WALL FRAMING MEMBERS ARE CONTINUOUS FROM
FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A
CONDNUOUS LOAD PATH. WHERE WALL MEMBERS ARE
NOT CONTINUOUS, SHEET METAL CLAMPS, TIES, OR CLIPS
SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS
THAN 0.040" NOMINAL THICKNESS.
FLOOR SHEATHING:
- 3/4" PLYWOOD
- 3/4" P.T. PLYWOOD
- 3/4" T&G
- 3/4" P.T. T&G
TABLE
SKID RUNNER
2
SPACING"
SHED WIDTH
X1
X2
X3
2'-8"
5'-4
-
10'-0"
1'-7"
6'-10"
-
8'-0"
0'-9'
6'-6"
-
6'-0"
0'-10"
51"
-
-VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"x4"
SKIDS ONLY. 13'-B" WOE SHEDS HAVE (4) SETS OF SKIDS
2x4 P.T. S.Y.P. /2 PULLING
BLOCK
�2x6 P.T. 24" O.C. TYP.
OPTIONAL 125PSF 0 16" O.C.
TYP. WITH 3/4" T&G PLYBOARD
4"x4" P.T. ATTACHED WITH
7 H24 OR EQUIVALENT. SEE
TABLE 2 FOR QUANTITY AND
SPACING.
OF STORIES
MIS
SHEDS
ROOF LIVE LOAD
30PSF OR 3001 wWT UOAO
FUROR DEAD LOAD
loP
FLOOR WE LOAD
SOL 76PY - UwS, OR.
•R' RATING OF WALLS, FLOOR. ROOF
WA
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
No
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
]LB SOFT. OR UM
Z MTB
D.W;
11/19/15
(L SCDIm
N A
LLJ
°aBI' SS_CI-I80CR1
I. M OON PIA45 ARE NDr PINT or TBS PUN SET AND ARE
GOVERNED er Un .NR N.
C Z WWDE BAU SE pWNWENLLYR � TIE FEB ENER4Y CONSFRYA1gN
L 3RE RJ?Z VEn'S D L6 CODE.
MR PROPER WSTWATON
A All MM. MRERS. TN645, M ARE 2+4 J2 RIF. UCEM
6 STRUCTURES 0 E 400 W rr. µILL KBE AN SO' MwMYM
WJ0.
6 GU EEI TO BE B SR Eb W-STE BY OWERS MIR =M
z T. " WNDJWS AND DOORS To BEET WE MINiWM '+PECIFCATINS
Z AS MWe1 WRONG WOE
E. MT METAL SAPS M BE BEM MOM MUCRR.W. MEMBERS
OF 4l SNM. TM6E5. CHORDS ER. TO may SECURE TIESE
GOEE, P fD 111E ADDED BERD DOES ROT BREWERS
�����:'• _\CENSE •.' ���i
STATE �
O ��� FLORIDP
NA
Matthew T. Baldwin P.E.
J Florida License #64608
J
Sheet: FBPR-3 OF 6
PSI APPROVAL 2018-01-16
Side Wall Header Schedule (180C)
Building Width
Size
Fasteners w/ strap
Up to 14' Wide
(each end)
Max. Span
NJ{b}
1-41;x4"
6'-0"
0
3 — 3" x 0.131" nails
4"x4" vV2"x4"
9-011
1
6— 3" x 0.131" nails
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber.
b. NJ - Number of jack studs required to support each end.
c. Window header for window openings that have more than 50% combined stud wall above
and below, otherwise use door header schedule.
d. See header details for alternate layouts, i.e. 2-2"x4" or 4"x4" P.T.
e. The header can be attached to the top plate and thus have the combined strength
equivalent and use the maximum span stated.
WALL STUDS
EXTERIOR
SHEATHING
12"x12" OR 16"x4" BETWEEN
WALL STUDS. VENT IS SECURED
TO SHEATHING AS PER
MANUFACTURERS INSTRUCTIONS
HYDROVENT DETAIL
(OPTIONAL)
SOURCE N
L
2"x4" WITH 1/2" PLYWOOD
OSB FILLER OR (1)4"x4"
SIDE WALL WINDOWS
& DOORS
G.F.I. �+
OUTLET
ao
01
mtcrtex. N
PSI
CODE P.Ei:f'X
I J:Ai:;. SFec:
4'r /:nac.line:�u i}Ei5
Phv Ilevlev: YMr C Ma;En. PE
End Wall Header Schedule Wall Header Schedule (180C1"�'DD
NR. HPE
Size{d}
Max. Span
NJ{b}
Fasteners w/o strap
(each end){c}
1-2"x4"
647'
1 0
4 — 3" x 0.131 " nails
2-2"x4"(c)
9'4
0{d}
6 — 3" x 0.131" nails
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber.
b. NJ - Number of jack studs required to support each end.
c. Laid flat
d. No Jack studs, but 2x6 studs laid flat.
*_NOTES
1. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS.
2. SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION.
3. WINDOW HEADERS HAVE COMBINED 50% OR MORE WALL FRAMING ABOVE
AND BELOW OTHERWISE REFER TO DOOR HEADERS.
SINGLE 2"x4"
HEADER
END WALLS WINDOWS &
DOOR 6' WIDE OR LESS
NOTES —OPTIONAL ELECTRIC
—ALL WIRING SHALL BE 14 GAGE 3—WIRE MC CABLE.
—ENCASE IN ALL METAL BOXES.
WIRING DIAGRAM
(OPTIONAL)
�J2nx4n
4"x4"
4"x4" W/2"x4"
Ft4 �
CODE INFOR TION
EDGE VERSION
Rs :DtT w. Ftlay. ATOE-T.
2014 M
MANUFACTURER
SUPERNR SKDS
BUILDING TYPE
R6m U FACURED BNrSTORAGE
CONSIRUMON TYPE
V-e
FIRE PROTECDON
WG E
FIRE SUPPRESSION SYSTEM
WNE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
I
BASIC VAND SPEED
V�Ie ph
EXPOSURE
C
ENCLOSURE
ENCLOSm
INTERNAL PRESSURE COEFFCIFM
+/- 0.15
IMPORTANCE FACTOR
1.15
ROOF DEN LOAD
10P
ROOF LNE LOAD
ELPSF OR 300b PDN1 IBA,
MOOR DEAD LOAD
lams
FLOOR LhE LOAD
s1D. 76PSF - 125PSF OK.
•R• RAIING OF WAus. EDGER. ROOF
WA
MODULES PER BUILDING
1
HURNCANE PROTEMON USAGE
ND
HURRICAME SHELTER USAGE
ING
MUM FOOTAGE
719 SO3 . OR LESS
REVISIONS
REV
DESCRIPTON
DATE
BY
Z
Dmwn By. MTB
Dote:
11/19/15
[L
s�nle:
N/A
�.
ada : SS-CI-18OCR1
Ld
1. NUNGNON PUNS ARE NOT PART OF THIS FAR SET AND ME
cWa1NE0 BY LOP4 nm601rnoN
2 TF6 BUYLNG 6 E NP ROM Tff Ma MEMY COW MARON
Q
C
COD, PER SEGRON M,
S %N-W'J6VUARS MR PROPE1 INBViUARON
GGGE
L
l ALL Sn0% PAflE�4 RIUBEE% ETC. ARE y 12 SPF. Uac
AS Na1ER.
5. smUGTURES am ADD Ga. EE M HAVE M 5D• UMAW
BOOR
B. BORERS TO BE WAUXB ON-SRE "r "i"ERS MM UM
Z
COBOL
1. ALLpWQ(NW1V5 MO Ca0R5 TO MEET THE MIIDMW SPBORGTIONS
Z
4 Mi META""L1tlSPA3 GNGBEOE BEM MOUND ST B=RAL WWRERS
—
OF y/ALL SUDS. TRUSSES. CHORDS EM. LD HEY SECURE THESE
MfUBDC' FRONDED THAT RIE =0 Bm0 W6 NOT NIFRFEff
ocSTNc eRARm THE snNm.
T1/&.'''''
L\CENSF '•., ly�i
O
'` %'�
\
=_ V87A. F1
J
STATE
Sp
W••........
�/ O
LL1
Matthew T. Baldwin P.E.
QFlorida
License 64608
w
Sheet: FBPR-4 OF 6
SECURED WITH STRAPS AS
PER FASTENER SCHEDULE APPROVAL 2018-01-16
/—PORCH END
(2) 1/4"x6" LAG BOLTS EACH
.END. OF ANGLED BRACE TYPICAL
" P.T.
4•x6" P.T.
PORCH CORNER
SECURED WITH STRAPS AS
PER FASTENER SCHEDULE
4"x4" P.T.
4"x6" P.T.
4"x4" P.T.
(2) 1/4"x6" LAG BOLTS EACH
END OF ANGLED BRACE TYPICAL
PORCH INTERIOR COLUMN
clnC 1bAI1
P.T.
F'UKI.H I u �:)HLU UUNNLU 1 TUN
k.&.* .
ps
ccecifW
�4.5 Fy.p 5(5e.1
Oikn:in.ibn. 3J
Phn Rehm YQn. D17 PE
Fl. Pf W 3)P.IA PE IG]Ll1
LED�Pa0i636,TN PE61}0339
NMFA RER
SUPEROR SHEDS
BUILDING ➢PE
IUF C . N YI•
REMDENM U 1 MRADE
CON51RUC11ON TYPE
V-B
FIRE PROTEC110N
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
V I.ps
EXPOSURE
c
ENCLOSURE
M..
WmtWLL PRESSURE CDElFICIENT
+/- afe
IMPORTANCE FACPOR
1.16
RJOF W LOAD
30PSF OR J POW LPAD
FLOOR DEAD LOAD
10PSF
FLOOR WE LOAD
M 76FSF - 136PSF OPr:
•R• RATNG OF WA , BOOR. ROOF
M/A
NODULES PER BUILDING
1
HURRICANE PROP MN USAGE
NO
HURRICANE SHELTER USAGE
NO
SOVARE FOOTAGE
719 Ba T. OR LESS
z mHo
g cat,
11/19/15
SCOT¢
EL N/A
oda1' SS-CI-180CR1
w 1. EOUN6AM PW NE NOT s4RF OF T65 MAN SET AND ARE
2 T�H6 BINDWG 6x Pr FRJ4 THE FRO ENERW WNEERVATON
QCODE PER SECION 1v16T2
i RRWnO� S EFOR PROPER WUMN
2 4. NL SNOS. RAREIS. TRIAS6. EIc. ARE h4 IR SM.. EXCEPT
AS N.M.
R. EIR EER OVER 400 so. FT. Y HAVE AN W WNIMUM
6. Gamut:E TO BE OOnN ON -ERE W OTHERS WU LOCAL
mD s
T. Au YpntI FLOR AND DD NG ro MEET THE WwAlU4 mE�TunONs
Z a Mi yEF/�I.RSMM.1Fs�M BEODE
RENT AROUND SUMJMR& MEMBERS
WMSNOB. TM56, ENORC4 M. TO NOY SECURE THESE
Z PRNDMe NUT THE ADDED RENO BE. NOT IRHFPFERE
.x NC BRAItFS ENnSIN THE STRIP.
O
J i• STATE .4, `
Q io FLSpORIDP;•'�����
'111111111\\\
(� Matthew T. Baldwin P.E.
Florida License #64608
O Sheet: FBPR-5 OF 6
a_
e
29..IDisttoeanajast 1$rySpTm y�,zp�15.1
ntertek•
psi
' _ -
- 1
FastenlnoSchedulefrl•
PSI APPI'4Q1�� 2i018-U I-)16 txe nail
(FBC Table 2304.10.1)
30. Ladgor strip 3- lod common (3 IIT x 0111
4 - Y x D131 nals Face nail a each joint
4 3.14 a a st
�Ies - 9 g"
31.Woods[rucmrel panels and panideboad[o} 1/'4'antl less 60[c,l,y}
Subfioo, roof and wall goading to laming) 231ex 0.113'nsil(n}
C 1tF t['
,
IMA/ds ::
vu,a a.wrr. vleorc rmrw. vs
fLrseat3le,upEaxnr`_�w`_
ISUCCceaISM6,1111PERazeres
- ----- F
Connection
Fludentngla,m}
Loeaten
Jest to sell OrdrEe
3- Bd commom(211T x 01
3-3'14 Sege Staples
loenar
Bngoja!st
drjsl
2-BdtDmmon (212'x 0.131')
2-Tx 0.232'nals
toonad each end
2 -3' 14 gage Staples
1 3/4' 16 gage(o}
Single goo(combintLon subloo;-:mdedanment to l 9/37 to 3/4' "d}a Sol.
Owning) )
�) 2318'x 0.113'naillp} Go.c. Edges and Ntennedaa, 4'O.n at
216 gage(p} component and cladding edge strip #zone3
I _,
1'x 5 subfiwor a less to each joist
2- 8o common(2 VT x 0.131')
face nail
Wlderthan Tx V sub9oorto each joist
3- eticomm
bate nail
2'subfiom to joist or giber
2-tEd
common
ccanmm (31R"x 0.16Y)
11Tx .16)
blind end face nail
Sole pate tojo!st or blocking
IGO(a III x 0.1351 a IT O.C.
CODE INFOR TION
ex 0.131 nails Or e D.c.
Typical lace nail
7/g• gd[c} to 1' [refer to Figure 30.57 of ASCE 71
CODE VERSION
m °m Fdu"• Aga-x•
spe
:i 74 9t9e stapes at 77 So.
1 Veto 1 114- 10a[d} or 81
MANUFACTURER
SUFEFSOR sums'
Solo p!ata lojoistat blockmga brecedwal
3-16d common (3 U.7351 e[16'o.c.
BUILDING TYPE
F Rm BU 6
RmlotlnuEu sToaux
net
4-3'x ISII
bacatl wall anal
p
PPss
gage saple0Ilgc.
4-3'149age stWlesa l6'o.c.
718"o 80[c}
11/8'to 11/4' 10tl[tll air Bd[o7
ME PROTEGTOIN
WINE
Top plate to stud
2- common (31/2'z O.tET)
ME SUPPRESSION SYSTEM
NONE
3-3'x pals
Y x
end nail
32 Panel siding (to ffammgxe} 112'wless half}
gage
3-3'1stmmoslepl65
Vir07 BtlIF}
33. Fiberboard shesthngjg,gj 1@'and less No It gage roiling nallh}
OCCUPANCY
SrORAGE
Stud to sole plea
4-3tl common (21/Yx0.131.)
At1DWABLE NUMBER OF SToaIEs
1
4-3101
toenail
6dcomm m nail(Tx 0.113')
Risic WIND SPEED
V-,.ih
3-Y 14 gage staples
No. IE goge style[} 6- 1 Edges and intermediate
EXPOSURE
c
25137 No. 119age roofing nai{hl
2-16d common 131/2'x 0.1621
Btl commm nail (2112' x 0.1311
pILIDSURE
rNCIrSm
3-Y x
antl natl
No. II age stylep}
g
INTFRNN. PRESSURE COEFFICIENT
♦/-n1.
3-T 149agastaples
14g gestes
34 menor paneling 114' 4d0)
3.f"d SON 5- O.C. Edges and Intermediate
IX,ub!e studs
1/2' x a 24' O.C.
IMPORTANCE FACTOR
1.16
ex 0 it m 8'
x sail E• o.e
face mall
a. Common or nails we peRTIIRe o be us etcept 1Mere otherwise state¢
ROOF OFAO LDAD
10PSF
T le
3' 1st gaga steles) B' o c.
gage
b Nails spec a 6 inches on cmterat edges, 72 inches at intermediate supports ex cap[ 6 inches at supports whore spans are 46 inches or more. For nailing of
ROOF LNE tlllD
aovss OR Stops PONr Ina
to
wood structural penal and peNClaWerd daphrems and sheer'walis, refs; to Section 2305. Nails fen wail sheathing one pemlSad to be common, box or casing.
Sec co
Owb's top Flalas
16d (3 VTx 0.134) a 18' o c:
3na139'nallaS o.c.
Typical face nail
C.Common ord,finned Shook (Od.2'x0.11T; Bd-21/2•x Od3Y. 10d-Yx 0.148").
ROOK DEADI
1DPsr
3.14 gage stapes at 8' ac
d. Common (Bd- 2" x 01211 x 0.131. Xd- W x 0.14C).
FIAOR WE IDAE)
mo. 7STSF - 1251 OPT.
a. Deformed shank led- 2• x 0.1IY: 3tl- 2 117 x 0 131^ 100- 3" x 0.143') .
'R' IvnNO OF WALLS. FI 001?. ROOF
WA
Double top plates
8-I6d common IS III x 0.161
f. Corrosion -resistant siding (6d-771T x 0.106P, Sid -2 She x0.1 Or ca.mg(rd-2"x 0.099". Bd-21/7x 0.113")nail.
MODULES PER BUILDING
1
ixo
12-3'x 01
lap spice
9. Fasteners Spaced 3 inches on centers eHador edges and E Nches on center a intem edge supports, when used as structural shawning. Spacing shall ban 6
72-3' gaga(21/2'
inches on center on the edges and 12Inches on center at interniedez, supports far nomaructural sheathing.
HURRIGWE PROTECTION fISAGE
. Eloaang b4waen Joists mnfters to tap p6me
common
3-Yx0.13'(31/7s 0.131')
h. CortosiOn-resistant owninstaplgn ils length
head Rod lmian
HURRICANE BHELIER USAGE
IND
ithnthl/1E-II 649iemaer
1lft ncl/2-IntNor 112-ngand7dingannch
lengtInchS Y32-mg.
I. Cortosmnrasistan[ staples with namitl2l 7/16inctl crontl or 1-mcn omen¢ and 11f44nch length for tl2-inch stl�ning and 11/2-Inch IanaN ten 2Y32-Inch stlea[tlin
3 -3"x 0.13Tnals
3-Y 14 gage staples
toenail
Panel SmI a 16 inches (20 inches if strength axis in do long Huai of the panel, unless otherwise mated).
j. Casing (1 III x 0.080") or finish (11R° x 0.072°) Fars spaced at 6 inches on panel edges, 12 inches a inlermedao supparts.
SQUARE FOOTAGE
1719 SD.FI. OR LESS
Rim joist o [op plate
8d(21/2-x 0.131-)a6ox
REVISIONS
k. Panel su rts et 24 inches. Casing OF nailss aced at 6inC
ppD 9 p inches on penal edges. L' inches at intermediate supWrts.
REV
DESCRIPTON
DATE
BY
Y x OAM nals a 6' Sc.
penal
I. For Fact sheathing applications, 8d nails(2 VT 0.1131) ere the minimum required or word structural panels.
Top
3' 14 gage stapes a 6' o.c
m. Stapes shall he)e a minimum crown wftlgl d 7/16 inch.
n. For Fart sheathing applications, fastemers spaced 94 inches m center a edges, 8 inches A intermediate supports.
planes, laps and inlarsections
2-16d common (311Tx OAM
3 -37 x 0.131' nails
face nail
o. Fasteners spaced a 4 inches m center at edges, 8Inches a intermediate
9 dae supports for slfOfldorand wall Shies[hingand 3inches mcenter aedges, 6iMhas et
3-Y 14 gage staples
Intermediate
inooned!ae supports for roof sheathing
g
p Fasparetl a[ 4 inches
Fogel es m tenor a edges. 8 inches at m[emletliae supports.
c
O. Sae Schedule.
-
. Continuous header, two paces
16d Gammon (3112' z 0.1E21
16' D.C. Nedge
Cei5ngjDists to plate
3-6tl common (21/Yx 0.131')
1' pals
5-3714
tOenel
Fasteners muAltaurae
I. Fa;roners mils[ beinstelied with esn spacing batwean them across aeacting member.
3 -3" 1st 9o9e staples
gage
Alternate Fastening Schedule
. Coninuous header to stud
4 - I common (2 1/2' x 0.131")
toenad
z
Oman By:
MTB
Ceiingjoists.iaps over partitions
3-16d common (31110d35) minimum. Table 2308.104.1
Date:
(Soo Table 2308.10.4.1)
43x 0.131 nets
face nail
Cimaw.don Fastening
4- 3' 14 gage staples
ALT 3133. now smuclual parcels and pmiclebaard W, and less Yx 0.092°Ring Shenk Nal-
Subfioor, roof and wall sheathing (to mans Tfrom edge, t0"D.C.
11/19/15
Ceiling joists to parallel rafters
3-16d common (3 111 0.19) minimum. Table 2308.104A
Q..
Smle:
(Sao Table 7308.90.4.1)
4-ex a131 ¢ads
N/A
Strap & Simpson Strong -Drive® SD Screw Schedule
Strap & Fastener Schedule fa}
4-3" 14 gage Staples
face unit
.del
SS-CI-180CR1
W
. Rafter to pate
3- I common(2 VTx 0.131•)
Par es.
uporf
Wall fastener
Rafter Fastener
Plate Fastener
PartADeso
Uplift
Wall fastener
Rafter Fastener
Plate Fastener
1-
H7
435
&509a1S.
4S2X1.5'
Ht
400
6S I/S•
480
3-3'x pals
1 NUNMTON PUNS ORE NO PI OF 1We%AN SET MD ME
.N 0 N.
. a la yr
3-3' 1st gage staples
gage
Loaned
H11Z
750
-
( 10x2.S
&SD10c29'
HILL
1W
-
6-16dx2.5'
6-tEm,2.5'
Q
<
z IuILDIMS ER M raw W CONS13a,"ON
cone PER SEC ON Mazz.
H2A
H2.5A
495
5.SDI
-
5 SD9xI-e
SSD9D1.5'
2SMx1S'
SS[X-0,1.5'
F2A
H1 5A
495
5-841c1.5°
-
5.86,1.5'
S30
2-81
5-
x mFm To WDOµN oEnns mR MOM OS A ION
ad, soul s R to MEET utaE
x. Au smos RAFtaa; TausEa Ern AaE z:I /z sPF. D,cEPr
1' Diagonal Mara to each stud and plane 2-8d common (21/Y x 0.131'1
2-3'x 0.131 saes
face veil
H2.5
410
410
SSD9x1.5"
S$D°.x7.5'
-
H2.5
410
410
S8d
SBd
-
I
a asmNu�ES wFa 400 sa rt. µ1u PAw M eo• MNI/uM
3-E'199a9a stapes
Rafter
H2:5T
H1A
I1
H4
545
495
320
280
5SD90 5-
7SD&1.S
4-SD4:1.S
4$p9c1.S
SSD9x1.5'
SSD41.5"
4MQI
45D9c7.5•
-
-
Rafter(b}
H2.Sf
H2A
H3
H4
515
49i
32D
235
Sad
7-Bdr7.5'
4-5d
48tl
S0tl
5-3d,1.5°
4d
48tl
_
z
z
MAT
a. DUIms To BE usrAum oN-snE or mxEls 1xRu Inru
],iWD.tsjWtDOµs ANO DoopS Io MEET THE MItaMuM sPEcmunoNs
As FT RWSQDI DoNG TO
a. S F FLO I SU aN eE w. MouNo smucnt2LL MEMBERS
. 1'xe'sheathmato each DeednS 3-Bd common (21/2'x 0.1311
face mail
. Witter then l' x e sheathing to each bearing 3-ad common t21/2'x 0.131*1
face nail
. Buil-up comer suds 16d common (31/2' x 0.1621
24' o.c.
3' x 0.131 (lads
IT 01
H5
415
4SD9x1. i•
4$D9x1.$°
-
H5
'x05
48tl
4ad
-
DF WALL K TR04R CHORDS. Elan TO HF1P SECURE THESE
3714 gage stapes
16' D.C.
LTS-t2
1
LTS-18
695
1075
1235
6-SDgcI.5'
6SD0r1.6'
15"
&SONI.5'
6-SDI
-
LT1 12
LT3.16
620
020
0110131
6-101
6-10deL5"
8-10dc7.5•
-
MEyevs; Mx,= WT WE ADDED SEND mu NOT "VERFERE
eNr EFSTING Mucm BENDS N THE STROA
. Built-up girder and beams 21:1 common l4" x 0.1921 at 37 do.
i
T x 0.131' Moils at 24' ox
face nail a top and banpm staggered on
opposite sides
LIS-20
1215
&SD
&SD9c1.S
6.SD4x7.5"
&SD9x7.S
-
LTS18
LTS20
620
6ZI
6.10mc1.5'
S100r1.5'
6-10d1
&100t1a'
�
``\\\\tiT �J///J,
3'14 gage slopes a24'ac.
MTS-12
395
7-SD9x1.5'
7-SD9,1.5"
-
MTS12
860
7-10dx1.5'
7-70dx1.S
z
\� ``W
MTS-16
1075
]-SD9xt5'
7-SOgr7.5•
-
-
MTS16
B60
7-10d"L5°
7-1Ud11.5'
-
-
\\ �T�••,"......., /
.eq
\ ••. /
nmon (4'x 0.1927
MTS-18
1255
rSDgx1.5°
7-SD9¢7.5°
\\ ••
•".
3-Tx2-20
3-3'x 0.13Tnals
bate lull at era; antlaeah sprite
MTS-13
SW
]-IOdx7.5'
7-1(idtls^
0
\ _\CENSe /
'-3' 14 gage Staples
MTS20
1255
7-SU9[i5'
7-S09x1.5°
-
MTS 2n
850
7-10cktS'
7-10dx1.5"
i
ParNlOes. Uplift Column Fa stoner Rafter Fastener
Part/fDesn DDIift Column Fastener Rafter Fastener
. T parks ; 7Ed Common (31R' x 0.762')
ffi each wing
A21 - 2SU9rt:5' 2-SCSI
A21 245 2-10dx1.T 2-10,111.5"
\
. Collar He to after 13-10j commm (3'z 01487
14-3'x 0.131 nails
'face nail
Porch A23 - 4$09x1.5° 4SD&1.5°
Porch A71. 585 4-10dc1.5' 410dx1.5"
-•^
'
A33 - 4SOS01.5° 4SD9c 1.5"
A33 750 41W 410d
'
14 gage Staples
PertNDese Uplift Wetl fastener Floor Fastener
PerWDese Uplift Wall fastener Floor Fesoner
J
= !
. Jack raRerro hip I3-70d commm (3 :0.146)
14-ex n,131 nals
( toenal
Well to Floarfa LSTA-78 1,235 7Sp8c1.5' 7S09,i5"
Wall to Foods) L$TA18 1.110 7-10d 7-10d
_
�I
;4-3' 14 gage staples
I
Perf/mes. Uplift Wall fastener Floor Fastener
ParWDex Uplift SWdosoner Header Fapene
Q
STATE
i � ?(U
Tle-0awns 20Ga. 1-1/4" Wide 4.725 7-SD3r1.5'
Header TP-35 N/R 53], 0.131' 510.131'
(�
1-
% Q ••. F
'2-7W common (3112'x0.1R2')
5'e'k30"Ancho 4 w -
HP40,41.80.81 4.725 53'z 0.131' S i90.131-
W
/ FQ P \
/ �`'• 0 R ID = \
,3-Tx 0.131'nals
face nail
a. Only needed on aluminum sh... wails.
Pat1-114-c Uplift WellosteneT Floor Fastener
p
/ ••'G\ \\
/ �•••• ....
5-3'14 Sege staples
I
b.Hadzls Omr B'san.
p
Tiedowns 20Ga 10P Anchda 4SOO 7-100015 -
S8'x 30' And,m 4,300 - -
t. All strep . Can be substitutedient al wiffDalant brand meeting some strengths.
L
//SS•'•••••••"• \\\
/// 0 NA
/ \
. Roof roof to 2-by edge beam 2 - t6d common (3 11101dp
13-3'x pals
teenal
b. Rafter
LI
;3-3' 1st gaga Staples
gage
ties ro stud well to De at ovary connection Far 24' o.c. B can be erery other for
z
fr(aNheW T. Baldwin P.E.
16°o.cbut is required on toners and Woos adjacent to cameo.
I2-IW commm IS III x 0.167)
c. Only needed aI aluminum&Tiryl sheathing walls.
Florida License #64608
;3-Y x 0.131' nells
face nail
d. Headers mar 6'spen.
;3-3'14 gage staples
-x 5n
r eat: FBPR-6 OF 6
11
RECEIVED
APR 01 2019
ST, Lucie County, Permitting