HomeMy WebLinkAboutPlot Plans SurveySHED WITH SKID
ANCHORED TO CONCRETE
L
SETUP AND INSTALLATION OF SINGLE WIDE SHED
(5" (400 LB) CONCRETE
2E ANCHOR INTO SLAB
A" P.T. BOTTOM PLATE
-ABLE 1 FOR SPACING)
CONCRETE SLAB BY OTHERS
THROUGH LOCAL CODES
AND JURISDICTION
1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC.
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED, THE
BUILDING IS BLOCKED ON THE HIGH SPOT OF THE GROUND 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, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT
SPACING (SEE TABLE 3).
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. 112" 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 THE 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 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 SPAC'G
20'-0"
400
3'-6"
13'-8"
280
T-6"
11'-8"
240
T-6"
10'-0"
200
3'-6"
8'-0"
160
3'-6"
6'-0"
120
T-6"
NOTCH OR COUNTERSINK BOLT
THRU 2"x4" BOTTOM PLATE
2"x4" BOTTOM PLATE NAILED
TO 2"x6" P.T. BASE
SHED WITH WO FLOOR' OPTION'
ANCHORED TO CONCRETE
1/2' THREADED ROD OPTIONAL FOR ""H GH ET" � II V W H y NUTNIZED WASHER
1/2" COUPLER
w
co
1/2"x12" FORGED EYEBOLT
4"MIN.
EYES BOLTED TOGETHER W/ 1/2"x2" GRADE
BOLT & NUT WITH (2)2"x2" GALVANIZED TYPE I, II, III, OR IV PAD WITH
WASHERS (2,000LB SHEAR CAPACITY) z BLOCKING AS REQUIRE
F (SEE TABLE 3)
30" EARTH AUGER ANCHOR a
(SEE TABLE 4 FOR SPACING)
SHED WITH SKID
TO PAD OR BLOCKING
SETUP AND INSTALLATION OF DOUBLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS
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) j"x4}"
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 2
SKID RUNNER SPACING'
SHED WIDTH
X1
X2
X3
13'-8"
1,-10}"
1'-10"
1'-104"
11'-8„
2'-8"
6'-4"
10'-0"
1'-7"
6-10"
8,-0"
91.
6'-6"
6'-0"
10"
51"
VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"X4"
NOTES:
1. 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 1 V-8" AND 13'-8" WIDE SHEDS ONLY.
TABLE 3A
PAD TYPES
TYPE
PAD DIMS
MAX LOAD'
MATERIAL
I
2"xWX16"
1778 LBS
CONIC. B O K QUALITY
CEMENT AND SAND MIX
II
4"x8"X16"
3500 LBS
CO C. BLOCK Q A TY
CEMENT AND SAND MIX
III
16"X16"
3950 LBS
ABS PLASTIC PADS
IV
8"X8"X16"
1900 LBS
C N. B O K QUALITY
CEMENT AND SAND MIX
' BASED ON 2000 PSF SOIL BEARING CAPACITY (2000 PSF IS TYPICAL)
NOTES:
1. 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 1 V-8" AND IT-8" 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"
1936 LB
I, II, III, OR IV
1879LB
I, II, III, OR IV
11'-8"
SW/DW
6.00/480
0" TO 6"
6'-0"
2558 LB
I, II, III, OR IV
2558LB
I, II, III, OR IV
101-0"
SW/DW
5.00/400
0" TO 6"
V-0"
2400 LB
I, II, III, OR IV
2400LB
I, II, III, OR IV
8'-0"
SW
4.00/320
0" TO 6"
V-0"
2029 LB
I, II, III, OR IV
2133LB
I, II, III, OR IV
V-0"
SW
3.00/240
0" TO 6"
t 6'-0"
1658 LB
I, II, III, OR IV
1866LB
I, II, III, OR IV
LOAD WIDTH OF UPLIFT ON RUNNER
NOTES:
1. PAD SPACING IS END TO CENTER OF PAD
2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER
3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING
30" AUGER ANCHOR
(4,725 LB MIN. CAPACITY)
INSTALLED PER MFRS
INSTRUCTIONS. EYELET AT
MAXIMUM OF 6" ABOVE GRADE
CODE INFORMATION
CODE VERSION
FBC, 7TH EDITION
C(2020), ASCE-7-16
MANUFACTURER
SUPERIOR -
SHEDS -BUILDING TYPE
MANUR SHED
CONSTRUCTION
V-B
RISK CATEGORY
I
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NO. OF STORIES
1
BASIC WIND SPEED
170 MPH (VULT)
EXPOSURE
C
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE CIDER
+/- 0.18
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
10 PSF
ROOF LIVE LOAD
20 PSF OR 300LBS
FLOOR DEAD LOAD
8 PSF
FLOOR LIVE LOAD
75 PSF / 125 PSF
"R" RATING (WALL, FLOOR, ROOF)
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
LESS THAN 719 S.F.
SHED STRUCTURE FOR:
SUPERIOR SHEDS
(877) 439-7433
2323 S. VOLUSIA AVE. ORANGE CITY, FL 32763
:I
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MODULAR
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP-1 SINGLE HELIX EYE
AUGER ANCHORS BY HOME PRIDE OF BRISTOL, VA. OR EQUIVALENT. AVERAGE
HOLDING STRENGTH IS NOT LESS THAN 4,725 LBS.
2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER).
LOCATE ANCHORS PER TABLE 4A OR 4B.
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"
I T-8"
7.00
243
0'-0" TO 3'-0"
10'-0"
1 V-8"
6.00
208
0'-0" TO 3'-0"
10'-0"
1
5.00
174
0'-0" TO 3'-0"
10'-0"
4.00
138
0'-0" O
10 0"
3.00
104
0'-0- TO 3'-0"
10'-0"
TABLE 4B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW'
UPLIFT (PLF)
END ANCHOR"
MAX. INTERIOR SPACING"
20'-0"
10.00
400
1 0'-0" TO T-0"
1 5'-0"
LOAD WIDTH UPLIFT ON RUNNER
" LOCATION FROM END WALL OF AUGER ANCHOR
"' MAXIMUM SPACING BETWEEN ANCHORS
NOTES
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7-16.
2. ALL MEASUREMENTS ARE CENTER -TO -CENTER
3. THE MINIMUM NUMBER FANCHORS 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 POSSIBLE.
GENERAL NOTES:
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.
REVIEWED FOR
MODULAR PLANS DESIGN, CO.
202 DORIS DRIVE., SUITE 105 OFFICE: 863.688.1054
LAKELAND, FLORIDA FAX: 863.688.7118
33813 COLEa@MODULARPLANSCO.COM
CODE COMPLIANCE
10 OfZ13FGOS0
F=L01ZIdA P.E. �' 387��
hATE: 05-17-2.4
E COUNTY
_ _ENGIN.EE--R
TO ORBE OSO
``FLQR'Ibx
_ICENSE #38769'
DATE: 05-19-2021
DRAWN: R.L.G.
JOB: SS FOUNDATION
SHEET NO.
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STRUCTURAL LOAD LIMITATIONS
WIND LOAD CRITERIA
1. 132 Vasd/170 Vult WIND SPEED (MPH)
2. 1 RISK CATEGORY
3. II BUILDING CATEGORY
4. ENCLOSED ENCLOSURE CLASSIFICATION
5. GCpI = 0.18 INTERNAL PRESSURE COEFFICIENT
5. C EXPOSURE FACTOR
6. 0.85 WIND DIRECTIONALITY FACTOR (Kd)
7. 0.85 GUST RESPONSE FACTOR (Gh)
8. Pr = -93.0 PSF MAIN FRAME STRUCTURE
OVERTURNING LOAD
9. COMPONENT & CLADDING LOAD
(ROOF)
Pr = ZONE 1: -35.63 PSF, ZONE 2: -35.63 PSF, ZONE 3: -65.26 PSF
(WALL)
PW = ZONE 4: -39.14 PSF, ZONE 5: -46.89 PSF
10. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE
UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET
IN HEIGHT.
SEISMIC LOAD: N/A
FLOOD LOAD:
THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR
SUBJECTED TO WAVE ACTION WHEN LOCATED IN A FLOOD
PRONE OR ZONE AREA. FINISH FLOOR ELEVATION MUST BE
LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL.
SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH
THE LOCAL FLOOD ZONE REGULATIONS.
DRAWING INDEX
C1 COVER SHEET
Al FLOOR PLAN
A2 SIDEWALL FRAMING
A3, FLOOR FRAMING
A4 ROOF FRAMING
A5 CROSS SECTIONS
A6 ENDWALL FRAMING
A7 SCHEDULES
DESIGN PRESSURES
DOORS: (EAGAN) I +/- 20 PSF
WINDOWS: (KROFT) I +/- 40.10 PSF
LC
UARL-�-STRTUENGINEERS William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
2323 S. VOLUSIA AVENUE
ORANGE CITY, FLORIDA 32763
(877) 439-7433
LISTING AGENCY APPROVAL- TOP LINE ENGINEERING, LLC.
BUILDING CODE
FBC, 7TH EDITION (2020)
RESIDENTIAL CODE
FRBC, 7TH EDITION (2020)
ELECTRICAL CODE
2017 NATIONAL ELECTRICAL CODE
BUILDING TYPE
RESIDENTIAL LAWN STORAGE SHED
MANUFACTURER
SUPERIOR SHEDS, LLC
AGENCY
TOP LINE ENGINEERING, LLC
AGENCY PLAN NUMBER
CAB-20-HVHZ
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
NO
FIRE SUPPRESSION SYSTEM
NO
OCCUPANCY
UTILITY
ALLOWABLE # OF STORIES
1
WIND VELOCITY
170 MPH, EXPOSURE C
FIRE RATING OF EXTERIOR WALLS
0
FLOOR LIVE LOAD - STANDARD
75 PSF
FLOOR LIVE LOAD - OPTIONAL
125 PSF
FLOOR DEAD LOAD
10 PSF
ROOF LIVE LOAD
20 PSF
ROOF DEAD LOAD
10 PSF
"R" RATING OF FLOOR, WALL,&ROOF
N/A
MODULES PER BUILDING
1
SQUARE FOOTAGE
719 SQ/FT MAX.
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
HVHZ APPROVED
YES
TOP LINE ENGINEERING, LLC
Please, no#e Any gvesfioras regars�ing toctxl;perm# ing.:shovlaf be directed to fhe Ma6ufacturer.�
The: lUlanvfa.ciure's conitcrcf i�formditon.canbe.fouriaf in•fhe title bloctc cf the ptdns..
APPROVED FOR HVHZ
GENERAL NOTES
1. Foundation plans are not part of this plan set and are governed by local
jurisdiction.
2. Buildings are approved for residential lawn storage only
3. This building is exempt from the FECC per sections R101.4.2.4, R402.1.
4. Refer to tie down details for proper installation requirements to meet code.
5. All lumber for construction will be #2 SYP except as noted.
6. Gutters shall be site installed per the local authority having Jurisdiction and
permitting requirements.
7. All windows and doors to meet the minimum specifications per the
approved
plans and the Florida Building Code.
8. In accordance with FBC 1609.1.2, "Storage sheds that are not designed for
human habitation and that have a floor area of 720 square feet or less are
not required to comply with the mandatory windborne debris impact
standards of this code".
9. In accordance with FBC 1.010.1.1, exception (10.) Buildings that are 400
sq-ft or less and that are intended for use in conjunction with one- and
two-family residences are not subject to the door height and width
requirements of this code. Structures 400 sq-ft or more shall have an 80"
minimum door.
10. In accordance with Florida Statute 553.80 (1)d, lawn storage buildings and
storage sheds bearing the insignia of approval of the department are not
subject to 553.842 (Florida product approvals) but shall meet the design
wind load requirements of the 2020 FBC 7th edition.
11. Flat metal straps can be bent around structural members of wall studs,
trusses, chords, etc. To help secure these members, provided that the
added bend does not interfere with any of the existing breaks/bends in
the strap.
12. As per FBC section 1626.1 exception (f): storage sheds that are not
designed for human habitation and that have a floor area of less than 720
square feet or less are not required to comply with the mandatory
windborne debris impact standards of this code.
13. Components/Cladding are in compliance with the 2020 FBC 7th Edition.
14. Sheds located in flood hazard areas must comply with the local flood zone
regulations.
15. If a wall is framed for future HVAC units that shall be approved by the AHJ
and shall comply with local requirements for permitting.
16. Windows and doors installed by the customer that shall be approved by
the AHJ and shall comply with local requirements for permitting.
17. HVHZ components for sheds require that installation per manufacturer's
instructions.
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
CABANA PE LICENSE #38769
MODULAR STRUCTURE FOR:
SUPERIOR SHEDS
(877) 439-7433
2323 S. VOLUSIA AVE. ORANGE CITY, FL 32763
.\M D MAIN �LOGti.PNG
MODULAR
PLANS DESIGN, CO.
MODULAR PLANS DESIGN, CO.
2D22 DORIS DRNE., SURE 105 OFFICE 863.688.1D54
LAKELAND, FLORIDA FAX.863.6B&7118
33813 COLEQMODULARPLANSCO.COM
/
Julio
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No.38769 -
2021.03
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ATE: 02-19-2021
RAWN: T.WOOLSEY
OB: SS20-CAB-NONH
SHEET NO.
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2021-02-26 TOP LINE ENGINEERING APPROVAL PLAN # CAB-20-HVHZ*** HVHZ APPROVED
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CEILING J-BOX
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SINGLE POLE NEU I KAL 15 AMP G.F.I.
SWITCH OUTLET
ELECTRICAL NOTES & OPTIONS:
- AS PER NEX ARTICLE 330.30(B) SECURING OF MC TYPE
CABLE. UNLESS OTHERWISE PROVIDED, CABLES SHALL BE
SECURED AT INTERVALS NOT EXCEEDING 6FT. CABLES
CONTAINING FOUR OR FEWER CONDUCTORS SIZED NO
LARGER THAN 10 AWG SHALL BE SECURED WITHIN 12 IN. OF
EVERY BOX, CABINET, FITTING, OR OTHER CABLE
TERMINATION.
- ALL WIRING SHALL BE 14 GAUGE 3-WIRE MC CABLE.
- ENCASE IN ALL METAL BOXES.
MAXIMUM NO. OF OUTLETS:
MAXIMUM NO. OF LIGHTS:
ELECTRICAL WIRING DIAGRAM
SCALE: NOT TO SCALE
NOTE:
1. MIN. GRADE STUDS: 2"X4" STUDS TO BE Fb
= 1200 PSI OR GREATER
2. MIN. ROOF SHEATHING: 29GA CORRUGATED METAL
3. MIN. FLOOR SHEATHING: %4' PLYWOOD
4. MIN. WALL SHEATHING: D4 ALUMINUM SIDING
NOTE:
23" SECTIONS OF 29GA CORRUGATED METAL SIDING
FASTENED W/ Y4" #8 HEX HEAD w/ WASHER SELF
TAPPING SCREWS @ 6" ON EDGE & 12" IN FIELD.
SHED OVERALL LENGTH (MAX. 40'-0")
FLOOR PLAN
SCALE: 3/8" = T-O"
NOTE:
SHEDS TO HAVE A MAXIMUM
OF 5 DOORS AND 10 WINDOWS
FPECONSULTING
ENGINEER
IO ORBEGOSO
FLORIDA
CABANALICENSE #38769
(877) 439-7433
r Tori.iNcr:NciNeErrNc rzc 2323 S. VOLUSIA AVE. ORANGE CITY, FL 32763
` L 1H.U-6.,11 E.WN {IS
William E. Neary, III _
_____.. MODULAR PLANS DESIGN, CO.
SNIP-51, SMI-79, ICC 5195040 ,___� <:
10649 Oakview Pointe Terrace _
Gotha; Florida 34734
.WIpD MAIN LOG 2.PNC
=..j
MODULAR pO LRNE� t05 OF ICE-863688.1054
PLANS DESIGN, CO. — COLE@MOODURPUWSCO.COM
2021-02-26 TOP LINE ENGINEERING APPROVAL PLAN # CAB-20-HVHZ*** HVHZ APPROVED
ENDWALL DOOR & WINDOW
6'-0" WIDE OR LESS
SCALE:NTS
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2"X4" SYP#2 STUDS @ 24" O.C.
ZX4"X60" SYP#2 SISTER STUD
ATTACHED W/ 3" 8d COMMON -
NAILS @ 8" O.C.
r TOP LINE ENGINEEFING. LLC
STRUCiURAi ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
OPTIONAL HYDROVENT DETAIL
SCALE:NTS
3"X6" MITEK MT20
OR EQUIVALENT
2"X4" SYP #2 BOTTOM
4"X4" SYP #2 HEADER
101WCW&VA a ?M4 �N:4.3 to] I]
2"X4"SYP #2 KING STUD
4"X4" HEADER D ETAI L
SCALE:NTS
48"FRO
MFNO�gC<
JD DETAIL
W' MITEK MT20
)R EQUIVALENT
"BETWEEN
NT IS SECURED
IS PER
INSTRUCTIONS
0
in
2"X4" SYP#2 ROOF
@ 24" O.C.
VARIES
SEE HE
DETAIL
CIO
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Of
SSES
12" MAX.
VARIES
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2"X4" SYP #2 STUDS
@ 24" O.C.
4"X4" P.T. SKID (CONT.) I
SHED LENGTH (MAX. 40'-0')
ALL STUDS SECURED TO SOLE PLATE
AND FLOOR FRAMING W/ SIMPSON
LTS16 STRAP w/ 6 -10d NAILS
ON TOP INTO STUD, SECURING
INTO RIM JOIST ON BOTTOM A SIDEWALL FRAMING
W/ 6-10d NAILS (TYPICAL) SCALE:318"= t'-0"
(2) 2"X4" W/ 1/2" PLYWOOD _
OR OSB FILLER OR (1) 4"x4"
2"X4" SYP#2
KING STUD'
SIDEWALL DOOR & WINDOW (TYP)
SCALE:NTS
NOTE:
WALL FRAMING MEMBERS ARE CONTINUOUS FROM
FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A
CONTINUOUS 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.
4b�
AIN LOG 2.PNC
MODULAR
PLAINS DESIGN; CO.
CABANA
MODULAR PLANS DESIGN, CO.
2D2 DORIS DRIVE, SUITE 105 OFFICE 863688.1054
LAKEIAND. FLORIDA FAK: 863.698.7118
33813 COLE@MODULARPLANSCO.COM
ENDWALL
SIMPSON LTS12 @ ALL TRUSS
-TO HEADER CONNECTIONS.
USE MIN (5) 10d NAIL INTO
TRUSS & (5) 10d NAILS INTO
HEADER.
2"X4" SYP#2 SOLE PLATE
2"X6" SYP#2 PERIMETER
WALL SHEATHING OPTIONS:
-7/s' OSB OR SHEATHING EQUIV. OR BETTER
- CORRUGATED ALUMINUM
- D4 ALUMINUM SIDING
- %Z' OR %" T1-11 SIDING
- JAMES HARDIE PANEL OR EQUIV.
- JAMES HARDIE HORIZ. SIDNG LAP OR EQUIV.
- 29 GA CORRUGATED STEEL METAL SIDING
(RUN ANY DIRECTION)
- THERMO-PLY BLUE (0.135 THICK)
W/ VINYL SIDING
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
PE LICENSE #38769
2021-02-26 TOP LINE ENGINEERING APPROVAL PLAN # CAB-20-HVHZ*** HVHZ APPROVED
SKID RUNNER SPACING'
WIDTHS
6'-0"
8'-0" -
10'-0"
11'-8"
13'-8"
A
0'-10"
0'-9"
1'-7"
2'-8"
V-10.5"
B
51"
6'-6"
6'-10"
6'-4"
V-10.5"
C
-
-
-
-
V-10.5"
*VALUES ARE FROM END OF JOIST TO CENTERS OF
(2) 4"X4" SKIDS ONLY. 13'-8" WIDE SHEDS HAVE (4)
SKIDS.
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FLOOR SHEATHING 2-1/2" X 1/2" - 3/4�� T&G
THRU-BOLT - /4 P.T. T&G
SIMPSON HL33
HEAVY ANGLE _ 2"x6" CONTINUOUS
_ _ P.T. FLOOR JOIST _ _ CONSULTING ENGINEER
Z JULIO ORBEGOSO
A 3 ��2„ FLORIDA
0 ; ; ; i NOTCH CABANA PE LICENSE #38769
z 4"X4" P.T. SKID
o i i MODULAR STRUCTURE FOR:
s 41/2"x1/2" SUPERIOR SHEDS Julio DATE: 02-23-2021
THRU-BOLT (877) 439-7433 ""'""' Orbego DRAWN: T. WOOLSEY
ORB
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2021-02-26 TOP LINE ENGINEERING APPROVAL PLAN # CAB-20-HVHZ*** HVHZ APPROVED
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HIP TRUSS
COLLAR LOCATION (SEE SCHEDULE)
OR ALPINE 2"X5"
OR EQUAL
JOIST COLLAR SCHEDULE
CHART DENOTES DIMENSION 'S' FOR COLLAR LOCATION
UNIT WIDTH
ROOF PITCH
TO 9'-0"
TO 10'-0"
TO 11'-0"
TO 12'-0"
TO 13'-0"
TO 14'-0"
<3:12
1011
1011
1011
1011
1011
1211
4:12
10"
1011
1011
1011
12"
1211
5:12
1011
1011
1111
1211
12"
1311
6:12
12"
1211
1211
1311
1311
1411
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13"
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14"
15"
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*ROOF SLOPE VARIES FROM <3:12 TO 8:12 MA)aMUM."
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William E. Neary, III
5MP-51, 5M1-79, ICC 5185040
10649 Oakview Pointe Terrace CONSULTING ENGINEER
Gotha, Florida 34734
JULIO ORBEGOSO
FLORIDA
CABANA PE LICENSE #38769
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MODULAR
PLANS DESIGN, GO.
MODULAR PLANS DESIGN, CO.
202 DORIS DRIVE, SURE 105 OFFICE 863.688.1054�
LAKEIAND, FLORIDA FAX 863.688.7118
33813 COLEQMODUTARPOWSCO.COM
2021-02-26 TOP LINE ENGINEERING APPROVAL PLAN # CAB-20-HVHZ*** HVHZ APPROVED
MIN. 3:12
MAX. 8:12
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2"X4" SYP#2 COLLAR TIE
2"X5" MITEK MT20
OR EQUIVALENT
2"X4" SYP #2 STUDS
@ 24" O.C.
2"X4" SYP#2 BLOCKING
4"X4" P.T. SKID (CONT.)
— FLOOR DECKING (CONT.) 2"X4" SOLE PLATE
IFLOOR JOISTS @ 16" O.C-7 2"X6" PERIMETER
SHED WIDTH
(6-0", 8'-0", 10'-0", 1 V-8", 13'-8")
A CROSS SECTION 'A'
A5 SCALE: 3/8" = 1'-0"
NOTE: 4"x4" P.T.
2"X4" STUDS TO BE Fb = 1200 PSI OR GREATER
NOTE:
WALL FRAMING MEMBERS ARE CONTINUOUS FROM
FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A
CONTINUOUS 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.
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TOP PLATE
2
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;IMPSON LTS12 @ ALL TRUSS
TO HEADER CONNECTIONS.
USE MIN (5)10d NAIL INTO
TRUSS 8 (5)10d NAILS INTO
HEADER.
4x4 P.T. POST END WALL
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ONAL PORCH-6' MAX-1
ODDOR & WINDOW LOCATIONS VARY
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4"x4' PORCH HEADER
TIES INTO SIDE WALL A
MINIMUM OF 1 STUD
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ENGINr:FiR - LLC
S l FU1C7 UKi1 ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
STANDARD WALL DETAIL
WITH DOOR & WINDOW OPTIONS
NOTE: WALL FRAMING MEMBERS ARE CONTINUOUS FROM B
FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A
CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE
NOT CONTINUOUS, SHEET METAL CLAMPS, TIES, OR CLIPS A5 SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS
THAN 0.040' NOMINAL THICKNESS. SEE SHEET 3
FOR DETAIL
SECURED W/ STRAPS AS
PER FASTENER SCHEDULE
2'x4",2"x6' OR 2'xB"
UNDER PORCH 4"x4'
Iff4"X4"ANGLED BRACES
ASIDE WALL
WALL SHEATHING OPTIONS:
jV OSB OR THERMO SHEATHING EQUN. WITH:
TAMES HARDEE PANEL OR EQUiV.
NAMES HARDEE HORTZ SIDING LAP OR EQUIV.
—VINYL SIDING
— CORRUGATED ALUMINUM
— D4 ALUMINUM SIDING
;" OR I' P.T. WITH T7-11 SIDING
— JAMES HARDEE PANEL OR EQUIV.
29 GAUGE CORRUGATED METAL SIDING(RUN ANY DIRECnON)
— VINYL SIDING
'(OPTIONAL THERMO—PLY UNDER ABOVE SHEATHING)
END WALL
2x4 SOLE PLATE
FLOOR FRAMING
CROSS SECTION 'B'
SCALE: 3/8" = 1'-0"
(2) tx6" LAG BOLTS EACH
END OF ANGLED BRACE (TYP)
4"X6" POST
CABANA
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MODULARIAI ELONw7DD LRNE�SURE 106 OF ICE: SM� FA�Z.685.7776
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SECURED W/ STRAPS AS
PER FASTENER SCHEDULE
4'X4" BEAM
(2) t56' LAG BOLTS EACH
END OF ANGLED BRACE (TYP)
4"X4"ANGLED BRACES
FLTING ENGINEER
IO ORBEGOSO
FLORIDA
LICENSE #38769
2021-02-26 TOP LINE ENGINEERING APPROVAL PLAN # CAB-20-HVHZ*** HVHZ APPROVED
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2"X5" MITEK MT20
2"X5" MITEK MT20OR
2"X5" MITEK MT20
OR EQUIVALENT
EQUIVALENT
2"X5" MITEK MT20
OR EQUIVALENT MIN. 3:12
MAX 8*1 2
2"X4" ROOF TRUSSES MIN. 3:12
MAX. 8:1 2
OR EQUIVALENT
@ 24" O.C.
SIMPSON LTS12 @ ALL TRUSS
(2) 2"X4" SYP#2
TO HEADER CONNECTIONS.
-
HEADER
USE MIN (5) 10d NAIL INTO
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(2) 2"X4" SYP#2
HEADER.
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2"X4" SYP#2 BLOCKING
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2"X6" PERIMETERS
,
SHED WIDTH
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A ENDWALL FRAMING B ENDWALL FRAMING
A6 SCALE: 3/8" = 1'-0" A6' SCALE: 3/8" = 1'-0"
L` TOP LINE ENGLNEEPING_, LLC
``L SLRUCTUR.AL ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ]CC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
.Wlpb MAIN LOGO 2.PNC
MODULAR
PLANS -DESIGN, GO.
SHED WIDTH
(6-0", 8'-0", 10'-0", 1 V-8", 13'-8")
B ENDWALL FRAMING
A6 SCALE: 3/8" = 1'-0"
FJULCONSULTING
ENGINEER
IO ORBEGOSO
FLORIDA
CABANA LICENSE #38769
MODULAR PLANS DESIGN, CO.
2D2 DORIS DRIVE, SURE 105 OFFICE: BM688.1054
LAKElAND, FLORIDA FA Z 863.688.7118
33813 COLE@MDDUTARPLANSCO.COM
2021-02-26 TOP LINE ENGINEERING APPROVAL PLAN # CAB-20-HVHZ*** HVHZ APPROVED
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SIMPSON STRONG DRIVE & STRAP - SO SCREW SCHDEULE
PARTWDESC,
UPLIFT
WALL FASTENER
RAFTER FASTENER
PLATE FASTENER
Hi
435
6-SD9xl.5"
4-SD9x1.5"
H11Z
750
6- SDI 0x2.5'
6-Sol Ox2-5"
H2A
495
5-SD9xl.5'
5-SD9xl.5"
2-SD9x1 S'
H25A
540
5-SD9xl.5"
5-SD9x1.5"
H2.5
410
5-SD9xl.5'
5-SD9x1.5"
H2.5T
545
5-SD9x1.5"
5-SD9xl.5"
RAFTER
H2A
495
7-SD9x1.5"
5-SD9xl.5"
H3
320
4-SD9xl.5"
4-SD9xl.5'
H4
280
4-SD9x1.5"
4-SD9xl.5"
H5
415
4-SD9xl.5"
4-SD9xl.5"
LTS-12
895
6-SD9xl.5"
6-SD9xl.5"
LTS-16
1075
6-SD9x1.5"
6-SD9x1.5"
LTS•18
1235
6-SD9x1.5"
6-SD9x1.5'
LTS-20
1215
6-SD9xl.5'
6-S09x1.5"
MTS-12
895
7 - SD9xl.5"
7 - SD9x1.5"
MTS-16
1075
1 7-SD9xl.5"
7-SD9xl.5'
MTS•18IPUI.FTWA
SD9x1.5"
7-SD9xl.5'
MTS-20SD9x1.5"
7-SD9xl.5'
PARTWDESC.N
FASTENER
RAFTER FASTENER
A21SD9xl.5'
2-SD9xl.5'
PORCH
A23SD9x1.5"
4-SD9xl.5'
A33-SD9x1.5'
4-SD9xl.5"
BTM PLATE
PARTWDESC.
FASTENER
FLOOR FASTENER
LSTA-18-SD9x1.5"
7-SD9x1.5'
PARTWDESC.
FASTENER
FLOOR FASTENER
TIE -DOWNS
20GA.1-114"WIDE
1 4725
1 7-SD9xl.5'
518"x30'ANCHOR
I 4300
A ONLY NEEDED ON ALUMINUM SHEATHING WALLS.
B. HEADERS OVER B SPAN.
STRAP & FASTENER SCHEDULE
PARTWDESC.
UPLIFT
WALL FASTENER
RAFTER FASTENER
PLATE FASTENER
HI
400
-
643mL115'
4-Bd
H11Z
750
6-16dx2.5"
6-16dx2.5'
F12A
495
5-Bdxl.5"
5-8dx1.5"
2.8&1.5"
H2SA
535
-
5-8d
5-8d
H2.5
410
5-8d
5-8d
HZST
545
6-8d
5-8d
H2A
495
7Adx1.5"
5-Bdxl.5"
RAFTER (B)
H3
320
441d
'4-8d
-
H4
235
4-8d
4-Bd
HS
265
4-8d
4-8d
LTS-12
620
6-10dxl.5"
6-10,10.5'
LTS-16
620
6-10dxl.5"
6-1Ddx1,5'
LTS-18
620
6-1Ddx1.5'
6-10dz1.5"
LTS-20
620
6-10dxl.5"
6-10dx1.5"
MTS-12
860
7-10dx1.5"
7-10d0.5-
MTS-16
860
7-10dx1.5"
7-1 ftd.5"
MTS-18
860
7-10dxl.5"
7-10dx1.5"
-
MTS-20
860
7-10dx1.5"
7-10dx1.5"
PORCH
PARTRIDESC.
UPLIFT
COLUMN FASTENER
RAFTER FASTENER
A21
245
2-1021.5"
2-10dL1.5'
A23
585
4-10*1.5"
4-1Ddx1.5"
A33
75D
4-10d
4-10d
BTM PLATE
PARTMIDESC.
UPLIFT
WALL FASTENER
FLOOR FASTENER
LSTA-18
1110
7-1Dd
7-IDd
HEADER(D)
PARTWDESC.
UPLIFT
STUD FASTENER
HEADER FASTENER
TP-35
WR
5J'k0.131"
5'-31x0.131"
HP40,41,80,81
4725
V-3"XO.131"
"No.131"
TIE -DOWNS
PARTWDESC.
UPLIFT
WALL FASTENER
FLOOR FASTENER
20GA. 1-1/4" WIDE
4725
7-10dxl.5"
518N30"ANCHOR
4300
• ALL STRAPS CAN BE SUBSTITUTED WITH AN EQUIVALENT BRAND MEETING SAME STRENGTHS.
B. RAFTER TIES TO STUD WALL TO BE AT EVERY CONNECTION FOR 24" O.C. & CAN EVERY OTHER
FOR 16' O.C. BUT IS REQUIRED ON CORNERS AND STUDS ADJACENT TO CORNERS.
C. ONLY NEEDED ON ALUMINUM & VINYL SHEATHING WALLS.
D. HEADERS OVER W-V SPAN.
PRODUCT OPTIONS
CAT.
SUB, CATEGORY
MANUFACTURER
MODEL/DESO,
STATE OF FL APPROVAL R:WALLS
SIDING
JAMES HARDIE
5116'CEDAR
FLO. 13223.1
WALLS
SIDING
DAMES H4RDIE
5/16'STUCCO
FL#. 132232
WALLS
SIDING
ADVANCEDALUM.
0.19 GA
FL# 23138.1
WALLS
SIDING
PLY GEM
X
FL# -
WALLS
SIDING
ADVANCED ALUM.
X
FLA 31737.1
1PRODUCTT
WALLSSIDING
SIMPSON LUMBER
X
FLTk-
RDOORS
SWINGING EXT
EAGAN
E7 HDL
FUK 12820-R3R
DOORS
SWINGING EXT
CROFT
200 9-UTE
FLA.-
OWS
SINGLE HUNG
CROFT
VERT SUDER
FLIP. 10853-RS
OWS
SINGLE HUNG
CROFT
VERT SUDER
FL#: 15527-RS
DOWS
SINGLE HUNG
CROFT
VERT SLIDER
FLik.16082-R3
DOWS
SINGLE HUNG
CROFT
VERTSUDER
FLk. 16153-Rl
WINDOWS
HORIZ. SLIDER
CROFT
HOR17 SLIDER
FLG 27202
WINDOWS
HORI7 SLIDER
CROFT
HORIZ SLIDER
FL# 28822
WINDOWS
HORIZ SLIDER
CROFT
IHORIZ SLIDER
I FUf. 30848
FASTENING SCHEDULE
(FBC TABLE 23D4.1D.1)
CONNECTION
FASTENING
CONNECTION
24. BUILT-UP GIRDER AND BEAMS
20d COMMON (4" X 0.197') AT 32" O.C.
3" X 0.131 NAILS AT 24" O.C.
FACE NAIL AT TOP AND BOTTOM
STAGGERED ON OPPOSITE
1. JOIST TO SILL OR GIRDER
3- 8d COMMON (212' X 0.131")
TOENAIL
3 - 3" 14 GAUGE STAPLES
3" 14 GAUGE STAPLES AT 24" O.C.
2-2Dd COMMON (4"X 0.19T)
SIDES
2. BRINGING TO JOIST
2- Sd COMMON (212' X 0.131")
TOENAIL EACH END
2 - 8d COMMON (212' X 0.131")
3 - 3" X 0.131" NAILS
FACE NAIL AT ENDS AND AT
2 - 3" 14 GAUGE STAPLES
3 - 3' 14 GAUGE STAPLES
EACH SPLICE
3. 1"XS" SUBFLOOR OR LESS TO EACH JOIST
2- Bd COMMON (212' X 0.131")
FACE NAIL
25.2" PLANKS
16d COMMON (312' X 0.162")
AT EACH BEARING
4. WIDER THAN 1'XB' SUBFLOOR TO EACH JOIST
3-8d COMMON (2112' X 0.131")
FACE NAIL
26. COLLAR TIE TO RAFTER
3-10d COMMON (3" X 0.148") MIN.
4-3' X 0.131" NAILS
4-W 14 GAUGE STAPLES
FACE NAIL
5.2' SUBFLDOR TO JOIST OR GIRDER
2-16d COMMON (312' X 0.162')
BLIND AND FACE NAIL
6. SOLE PLATE TO JOIST OR BLOCKING
16d (31'X 0.135") AT 16' O.C.
TYPICAL FACE NAIL
3" X 0.131 NAILSAT&' O.C.
3' 14 GAUGE STAPLES AT 17' O.C.
27. JACK RAFTER TO HIP
3-10d COMMON(3"XO.148")
TOENAIL
4 - 3" X 0.131 NAILS
SOLE PLATE TO JOIST AT BLOCKING AT
3- 16d COMMON (3117 X 0.135") AT 16- D.C.
4- 3'14 GAUGE STAPLES
BRACED WALL PANEL
4 - 3" X 0.131" NAILS AT 16' D.C.
BRACED WALL PANEL
2 -16d COMMON (312' X 0,167)
4 - 3" 14 GAUGE STAPLES AT 19' O.C.
3 - W X 0.131" NAILS
3 - 3' 14 GAUGE STAPLES
FACE NAIL
7. TOP PLATE TO STUD
2 -16d COMMON (312' X 0.162')
END NAIL
3 - 3" X 0.131" NAILS
28. ROOF RAFTER TO 2-BY RIDGE BEAM
2 -16d COMMON (312' X 0.162')
TOE NAIL
3 - 3" 14 GAUGE STAPLES
3 - 3" X 0.131 NAILS
3 - 3' 14 GAUGE STAPLES
S. STUD TO SOLE PLATE
4 - Bd COMMON (212' X 0.131')
TOE NAIL
4-T'14G GAUGE
3 -3' 14 GAUGE STAPLES
2-16d COMMON 310X 0.167'
( )
3 - 3" X 0.131" NAILS
FACE NAIL
2 -16d COMMON (312' X 0.167')
3 - 3" 14 GAUGE STAPLES
3-3"X 0.131" NAILS
3 - 3" 14 GAUGE STAPLES
END NAIL
29. JOIST TO BAND JOIST
3-16d COMMON 312'X 0.135'
( )
FACE NAIL
4 - 3' X 0.131" NAILS
4 - W 14 GAUGE STAPLES
9. DOUBLE STUDS
16d (312' X 0.135) AT 24" O.C.
FACE NAIL
WX 0.131 NAILS AT 8"O.C'
3' 14 GAUGE STAPLES AT S" D.C.
30. LEDGER STRIP
3- 16d COMMON (312'X 0.162')
FACE NAIL AT EACH JOINT
4 - 3" X D.131" NAILS
4 - 3" 14 GAUGE STAPLES
10. DOUBLE TOP PLATES
16d (3 12' X D.135") AT 16' O.C.
TYPICAL FACE NAIL
3" X 0.131 NAILS AT 8" O.C.
GA
3" 14 GA
GAUGE STAPLES AT 6' O.C.
31. WOOD STRUCTURAL PANELS AND
12' AND LESS 6d(C,I,Q)
PARTICLEBOARD (B) SUBFLOOR, ROOF AND
2 3/8"X0.113' NAIL (N)
DOUBLE TOP PLATES
8-16d COMMON (3 Ire X 0.135') AT 16" O.C. _
LAP SPLICE
WALL SHEATHING (TO FRAMING)
1 34V 16 GAUGE(0)
12-3"X 0.131"NAILS AT 16" 0.
12 - 3" 14 GAUGE STAPLES AT 1B' O.C.
19137'TO 314" Sd(D)OR 6d(E)
SINGLE FLOOR (COMBINATION SUBFLOOR-
2 3/6%0.113" NAIL(
7' 16 GAUGE (P)
q D.C. AT COMPONENT AND 'O.C. EDGES AND DIATE,
11. BLOCKING BETWEEN JOISTS OR RAFTERS
3- Bd COMMON (212' X 0.131-)
TOENAIL
TO TOP PLATE
3 - 3" X 0.131" NAILS
UNDERLAYMENT TO 19/32' TO 314" FRAMING
CLADDING EDGE STRIP #ZONE 3
3 - 3" 14 GAUGE STAPLER
1/118" TO 1 114" 10tld(D) OR Sd(D)
3/4" AND LESS 6tl(C))
(REFER TO FIG. 30.5-1 OF ASCE 7)
12 RIM JOIST TO TOP PLATE
8d COMMON (212' X 0.131") AT 6' O.C.
TOENAIL
3" X 0.131" NAILS AT 6' O.C.
718" TO 1" 6d(C)
3" 14 GAUGE STAPLES AT 6" O.C.
1 118" TO 1 114" 10d(D) OR 8d(D)
13. TOP PLATES, LAPS AND INTERSECTIONS
2-16d COMMON (312' X 0.167')
FACE NAIL
32 PANEL SIDING (TO FRAMING) (0)
12' OR LESS 6tl (F)
NAILS
3-3'X GAUGE
3-3' 14 GAUGE STAPLES
SIB' 8d(F)
14. CONTINUOUS HEADER, TWO PIECES
16d COMMON 312' X 0.167'
16' O.C. ALONG EDGE
33. FIBERBOARD SHEATHING (G,Q)
12' AND LESS NO. 11 GAUGE ROOFING
NAIL(H)Sd COMMON NAIL
(2X0A 13") NO. 16 GAUGE
15. CEILING JOISTS TO PLATE
3-16d COMMON (312' X 0.131-)
TOE NAIL
5-3"X 0.131" NAILS
25W STAPLE (1) NO. 11 GAUGE
S"O,C. EDGES AND INTERMEDIATE
3-3" 14 GAUGE STAPLES
NAIL(H) Sd COMMON NAIL
(212k0.131") NO. 16
GAUGE STAPLE (1)
16. RIM JOIST TO TOP PLATE
4- 8d COMMON (212' X 0.131")
TOE NAIL
17. CEILING JOISTS, LAPS OVER PARTITIONS
3-16d COMMON (312 X 0.136") MIN.
FACE NAIL
34, INTERIOR PANELING
114"
(SEE TABLE 2308.10.4.1)
4 - 3" X 0.131" NAILS
4d(J)
31W 6d(K)
6'O,C. EDGES AND INTERMEDIATE
4 - 3' 14 GAUGE STAPLES
18. CEILING JOISTS TO PARALLEL RAFTERS
3-16d COMMON (312' X 0.135') MIN.
FACE NAIL
A COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED.
B. NAILS SPACED AT 61NCHES ON CENTER ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 6 INCHES AT
(SEE TABLE 2308.10.4.1)
4 -3" X 0.131" NAILS
SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAGRAMS
4 -3" 14 GAUGE STAPLES
AND SHEAR WALLS, REFER TO SECTION 23D5. NAILS FOR WALL SHETHING ARE PERM177ED TO BE COMMON, BOX OR CASING.
C. COMMON 1OR DEFORMED SHANK (6d - 212' x 0.113`,Bd - 211?1 x 0.131"; 10d - 3" x 0.148").
D.
MMO
19. RAFTER TO PLATE
3- 8d COMMON (21II' X 0.131")
TOENAIL
3-3"X 0.131" NAILS
3 - 3' 14 GAUGE STAPLES
EDEFORMNED63HANK 16tl 28x O: I13`, Bd-21/2'x 0.131x;�Od 3"x 0148'
F.CORROSION-RESISTANT SIDING (6tl-17IB"x O.tOB'; Btl-2316'x 0.128" OR CASING Gd-2"x0099': 6tl-212'x 0.113' NAIL
G. FASTENERS SPACED 31NCHES ON CENTER AT EXTERIOR EDGES AN� 61NCHES O� CENTER AT INTERMEDIATE SWORTS, WHEN
USED AS STRUCTURAL SHEATHING. SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTER AT'
INTERMEDIATE SUPPORTS WHEN USED FOR NONSTRUCTURAL SHEATHING.
20. 1"DIAGONAL BRACE TO EACH STUD 8 PLATE
2-Sd COMMON (212' X D.131")
FACE NAIL
2 -3" X 0.131" NAILS
H. CORROI IONJ2ESISTAN7' ROOFING NAILS WITH 7/16" DIAMETER HEAD AND 1 1/2" LENGTH FOR 12' SHEATHING AND 1 3/4" LENGTH FOR
3 -3" 14 GAUGE STAPLES
SHEATHING.
L CORROSION -RESISTANT STAPLES WITH NOMINAL 7/1B' CROWN OR 1" CROWN AND 1 114" LENGTH FOR 12' FOR 2513T SHETHING
PANEL SUPPORTS AT le- (20" IF STRENGTH AXIS IS THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED).
K PANEL SUPPORTS AT 24". CASING OR FINISH NAILS SPACED AT 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS.
L FOR ROOF SHEATHING APPLICATIONS, 8d NAILS (212' x 0.1IT') ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS.
STAPLES SHALL HAVE A MINIMUCROWN WIDTH OF 7116".
N. FOR OOF SHEATHING APPLICATIONS, FASTENERS SPACED AT 41NCHES ON CENTER AT EDGES, 81NCHES AT INTERMEDIATE
21. 1"X6' SHEATHING TO EACH BEARING
3- Bd COMMON 212' X 0.131")
FACE NAIL
22. WIDER THAN T%8" SHEATHING TO EA.BEARING
3- Bd COMMON 212' X 0.131")
FACE NAIL
23. BUILT-UP CORNER SUDS _
16d COMMON (312'X 0.16Z') MIN.
24" O.C.
3" X 0.131" NAILS
le, O.C.
SUPPORTS.
W 14 GAUGE STAPLES
16r' O.C.
O. FASTENERS SPACED AT 4 INCHES ON CENTER AT EDGES, 81NCHES AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND SHEATHING
3 INCHES ON CENTER AT EDGES, 6 INCHES AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING.
R FASTENERS SPACED AT 41NCHES ON CENTER AT EDGES, 81NCHES AT INTERMEDIATE SUPPORTS.
Q. SEE FASTENER ALTERNATE SCHEDULE
R. FASTENERS MUST BE INSTALLED WITH EVEN SPACING BETWEEN THEM ACROSS ATTACHING MEMBER.
ALTERNATE FASTENING SCHEDULE
CONNECTION
I FASTENING
ALT 31-33. WOOD STRUCTURAL PANELS AND PARTICLEBOARD
SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING)
I 12' AND LESS I 2' X OA97' RING SHANK NAIL
B' FROM EDGE, 10" O.C.
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