HomeMy WebLinkAboutshed plans2"x2" GALVANIZED WASHER V
WITH ji" NUT
Yz" THREADED ROD
OPTIONAL FOR "HIGH SET"
1/2"6" (400 LB) CONCRETE
EYES BOLTED TOGETHER
WEDGE ANCHOR INTO SLAB
WITH Y2"x2" BOLT & NUT WITH
Yi' COUPLER
THRU 2"x4" P.T. BOTTOM PLATE
(2) 2"x2" GALVANIZED WASHERS
(SEE TABLE 1 FOR SPACING)
(2,000LB SHEAR CAPACITY)
MIN.
A.
_L4"
Yi'x 3" (400 LB)
C NCRETE SLAB BY
OTHERS
CONCRETE WEDGE ANCHOR
SIMPSON A-94 THROUGH LOCAL CODES
CONCRETE SLAB BY OTHERS
(SEE TABLE 1 FOR SPACING)
CLIP OR EQUAL AND JURISDICTION
THROUGH LOCAL CODES
AND JURISDICTION
SHED WITH SKID
ANCHORED TO CONCRETE
SETUP AND INSTALLATION OF SINGLE WIDE SHED
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. 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 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
T-6"
8'-0"
160
T-6"
6'-0"
120
T-6"
i OR COUNTERSINK BOLT
2"x4" BOTTOM PLATE
2"x4" BOTTOM PLATE NAILED
TO 2"x6" P.T. BASE
....... 71-F4" MIN.
SHED WITH WO FLOOR' OPTION'
ANCHORED TO CONCRETE
112" THREADED ROD
OPTIONAL FOR "HIGH SET"
1/2" COUPLER
1/2"x12" FORGED EYEBOLT
EYES BOLTED TOGETHER W/ 1/2"x2"
BOLT & NUT WITH (2)2"x2" GALVANIZED
WASHERS (2,0001-8 SHEAR CAPACITY)
2"x2" GALVANIZED WASHER
WITH y" NUT
I GRADE
TYPE I, II, III, OR IV PAD WITH
BLOCKING AS REQUIRE
30" EARTH AUGER ANCHOR h
(SEE TABLE 3)
(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) jwx
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 413).
S. 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'-10}"
1114"
2'-8"
W-4"
-
10'-0"
V-7"
W-10"
-
8'-0"
9"
6-6"
-
6'-D"
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"x8"X16"
1778 LBS
CEMENT AND SAND MIX
II
4"x8"X16"
3500 LBS
GONG. BLOCK QUALITY
CEMENT AND SAND MIX
III
16"X16"
3950 LBS
ABS PLASTIC PADS
IV
8"X8"X16'
1900 LBS
N L A
CEMENT AND SAND MIX
RASFD ON 2000 PSF SOII REARING CAPACITY C?000 PSF IS TYPICAI
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
4.151332
O" TO 6"
6-0"
1936 LB
I, II, III, OR IV
1879LB
I, 11, 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
10' W
SW/DW
5.001400
0" TO 6"
V-0"
2400 LB
I, II, III, OR IV
2400LB
I, 11, 111, OR IV
8'-0"
SW
4.00/320
0" TO 6"
6'-W
2029 LB
I, II, III, OR IV
2133LB
I, II, III, OR IV
6'-0"
SW
3.00/240
0" TO 6"
T-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
T
30" AUGER ANCHOR
(4,725 LB)
INSTALLED PER MFRS
INSTRUCTIONS, EYELET AT
MAXIMUM OF 6" ABOVE GRADE
CODE INFORMATION
CODE VERSION
FBC, 7TH EDITION
(2020), ASCE-7-16
MANUFACTURER
SUPERIOR SHEDS
BUILDING TYPE
MANUF. SHED
CONSTRUCTION
V-B
CODE VERSION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NO. OF STORIES
1
BASIC WIND SPEED
180 MPH (VULT)
EXPOSURE
C
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEF.
+/-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 720 S.F.
SHED STRUCTURE FOR:
SUPERIOR SHEDS
(877)439-7433
2323 S. VOLUSIA AVE. ORANGE CITY, FL 32763
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 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
0'.0" TO T-0"
10'-0"
11 `8"
6.00
208
U-0" TO T-0"
10'-0"
10'-0"
5.00
174
0'-0" TO 3'-0"
10'-0..
B'-0"
4.00
138
V-0" TO 3'4"
10'-0"
6'-0"
3.00
1 D4
0'-0" TO T-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
0'-0" TO T-O"
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
2. ALL MEASUREMENTS ARE CENTER -TO -CENTER
3. THE MINIMUM NUMBER F 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 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.
MODULAR PLANS DESIGN, CO.
MODULAR io DF ... '-1E, OFF.. 9&� 8�8911 8
PLANS DESIGN, CO. meix cOLE®MDOUTAnRu S=com
OR9p00,
"q
,,,,,,,,,,,,,
Digitally signed by
Julio Orbegoso
Date: 2021.02.01
16:42:51-05'00'
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
PE LICENSE #38769
DATE: 01-22-2021
DRAWN: R.L.G.
JOB: SS FOUNDATION
SHEET NO.
Al
NOT APPROVED FOR HVHZ
STRUCTURAL LOAD LIMITATIONS
WIND LOAD CRITERIA
1. 132 Vasd/170 Vult WIND SPEED (MPH)
2. 1 RISK CATEGORY
3. 11 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 At FLOOR FLOOR PLAN
A2 SIDEWALL FRAMING
A3 FLOOR FRAMING
A4 ROOF FRAMING
A5 CROSS SECTIONS
A6 ENDWALL FRAMING
A7 SCHEDULES
*** Please note: Any questions regarding local permitting should be directed to the Manufacturer.
The Manufacturer's contact information can be found in the title block of the plans.
2323 S. VOLUSIA AVENUE
ORANGE CITY, FLORIDA 32763
(877) 439-7433
GENERALNOTES
1. FOUNDATION PLANS ARE NOT PARTOF THIS PLAN SETAND ARE GOVERNEDBY LOCAL JURISDICTION.
2. BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGEONLY
3. THIS BUILDING IS EXEMPT FROMTHE FECC PERSECTIONS R101.4.2.4, R402.1,
4. REFER TO TIE DOWN DETAILS FORPROPER INSTALLATION REQUIREMENTSTO MEETCODE.
5. ALL LUMBER FOR CONSTRUCTION WILL BE #2 SYP EXCEPT AS NOTED.
6. GUTTERS SHALL BE SITEINSTALLED PERTHELOCAL AUTHORITYHAVING JURISDICTION AND PERMITTING
REQUIREMENTS.
7. ALL WINDOWSAND DOORSTO MEETTHE MINIMUM SPECIFICATIONSPERTHE APPROVED PLANSAND THE
FLORIDA BUILDING CODE.
8. IN ACCORDANCE WITH FBC 1609.1.2, "STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION
AND THAT HAVEA FLOOR AREAOF 720 SQUARE FEETOR LESS ARE NOT REQUIREDTO COMPLY WITH THE
MAN DATORYWINDBORNE DEBRIS IMPACT STANDARDS OFTHISCODE".
9. IN ACCORDANCE WITH FBC 1010.1.1, EXCEPTION(10.) BUILDINGS THAT ARE 400 SQ-FTOR LESS AND THAT
ARE INTENDED FOR USE IN CONJUNCTION WITH ONE -AND TWO-FAMILY RESIDENCES ARE NOT SUBJECTTO
THE DOOR HEIGHTAND WIDTH REQUIREMENTSOF THIS CODE, STRUCTURES 400 SQ-FTOR MORE SHALL
HAVEAN 80" MINIMUM DOOR.
10, IN ACCORDANCE WITH FLORIDA STATUTE553.80 (1)D, LAWN STORAGE BUILDINGS AND STORAGESHEDS
BEARING THE INSIGNIA OF APPROVALOF THE DEPARTMENT ARE NOT SUBJECTTO 553.842 (FLORIDA
PRODUCTAPPROVALS) BUT SHALL MEET THE DESIGN WIND LOAD REQUIREMENTS OF THE2020 FBC 7TH
EDITION.
11. FLATMETAL STRAPS CAN BE BENTAROUND STRUCTURAL MEMBERS OF WALL STUDS,TRUSSES,
CHORDS, ETC. TO HELP SECURE THESE MEMBERS, PROVIDED THATTHE 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 SHEDSTHATARE NOT DESIGNED FOR HUMAN
HABITATION AND THAT HAVE A FLOORAREAOF LESSTHAN 720 SQUARE FEETOR LESSARE NOT REQUIRED
TO COMPLY WITH THE MANDATORY WINDBORNE DEBRIS IMPACTSTANDARDS OFTHISCODE.
13. COMPONENTS/CLADDING ARE IN COMPLIANCE WITH THE 2020 FBC 7TH EDITION.
14. SHEDS LOCATED IN FLOOD HAZARD AREAS MUSTCOMPLY WITH THE LOCAL FLOOD ZONE REGULATIONS.
15. IF A WALL IS FRAMED FOR FUTURE HVAC U NITS THAT SHALL BE APPROVED BY THE AHJ AND SHALL
COMPLYWITH LOCAL REQUIREMENTS FOR PERMITTING.
16. W INDOWSAND 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.
DESIGN PRESSURES
DOORS:
+/- 20 PSF
WINDOWS:
I +/-40.10PSF
NOT APPROVED FOR HVHZ
MO ULAR
PLANS DESIGN, CO.
LISTING AGENCY APPROVAL: TOP LINE ENGINEERING, LLC.
BUILDING CODE
RESIDENTIAL CODE
ELECTRICAL CODE
BUILDING TYPE
MANUFACTURER
AGENCY
AGENCY PLAN NUMBER
CONSTRUCTION TYPE
FIRE PROTECTION
FIRE SUPPRESSION SYSTEM
OCCUPANCY
ALLOWABLE # OF STORIES
WIND VELOCITY
FIRE RATING OF EXTERIOR WALLS
FLOOR LIVE LOAD - STANDARD
FLOOR LIVE LOAD - OPTIONAL
FLOOR DEAD LOAD
ROOF LIVE LOAD
ROOF DEAD LOAD
"R" RATING OF FLOOR, WALL,&ROOF
MODULES PER BUILDING
SQUARE FOOTAGE
HURRICANE PROTECTION USAGE
HURRICANE SHELTER USAGE
HVHZ APPROVED
FBC, 7TH EDITION (2020)
FRBC, 7TH EDITION (2020)
2017 NATIONAL ELECTRICAL CODE
RESIDENTIAL LAWN STORAGE SHED
SUPERIOR SHEDS, LLC
TOP LINE ENGINEERING, LLC
BUNG-20
V-B
NO
NO
UTILITY
1
170 MPH, EXPOSURE C
0
75 PSF
125 PSF
10 PSF
30 PSF
10 PSF
N/A
1
719 SQ/FT MAX.
NO
NO
NO
TOP LINE ENGINEERING, LLC
TT 1: rOP LINE ENGINEERING, LLC
STRUCTUHAL ENGINE IRS
William E. Neary, III
SMP-Sl, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
BUNGALOW SHED
MODULAR PLANS DESIGN, CO.
202 DONS DRNE., SUITE 10 OFFICE: SSSUSSIO.
Lll N.O, FLORIOA FNCSW.SSS.2118
SSS1S DOLE®MOOD,A9 NSCO.COM
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
PE LICENSE #38769
2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN # BUNG-20 *** NOT HVHZ APPROVED
CEILING J-BOX
SINGLE POLE NtUI KAL 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 _----__--DI-A--G--R----A—M
_A__O_ENO-
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/ %4' #8 HEX WASHER SELF DRILLING
SCREWS @ 4" ON EDGE & 6" IN FIELD
I M/
2"X4" SYP#2 STUDS @
24" O.0 W/ SISTER STUDS.
4-0" FROM ENDWALL
'4d
x}} �
H
� o
w o
A6
rn a
bo
0
2"X4" SYP STUDS
—
@ 24"O.C.
B
A5
SHED OVERALL LENGTH (MAX. 40'-0")
NOTE: SHOWN IS THE 10'-0" x 20'-0" W/ 6'-0" PORCH OPTION
-rT r.TOP LINE ENGINEERING, L_LC
STRUCTURAL PNGI�CCRS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
FLOOR PLAN
SCALE: 3/8" - 1 0"
NOTE:
SHEDS TO HAVE A MAXIMUM
OF 5 DOORS AND 10 WINDOWS
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
BUNGALOW SHED PE LICENSE #38769
MODULAR STRUCTURE FOR:
SUPERIOR SHEDS
(877)439-7433
2323 S. VOLUSIA AVE. ORANGE CITY, FL 32763
MODULAR PLANS DESIGN, CO.
MODULAR �OVRS ORN SVRE I., OFFICE:B6M.B1p
311,,,NC, FLORIOA COLE®MOOVLA PLANSa .711M
PLANS DESIGN, CO.
/
JUH6o
"
Orbega
dp� cexsF':SO';
No 38769
2021.01
AOT.
O
As coo
SS/aNA E�`
`
09:03.51
-05'W
2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN # BUNG-20 *** NOT HVHZ APPROVED
ENDWALL DOOR & WINDOW
6'-0" WIDE OR LESS
SCALE: NTS
2"X4" SYP#2 STUDS @ 24" O.C.
2"X411X6011 SYP#2 SISTER STUD
ATTACHED W/ 10d COMMON —
NAILS @ 4" O.C.
EXTERIOR
`SHEATHING
I/ \
STOP SOLE PLATE—/
FOR VENTING
2"X4°SYP#2
@2
YX6" MITEK MT20
OR EQUIVALENT
2"X4" SYP #2 BOTTOM
4"X4" SYP #2 HEADER
2"X4" SYP #2 JACK STUD
2"X4"SYP #2 KING STUD
4"X_4" HEADER DETAIL
ALE: SCNTS
1®
a8 sRQM
eNow
A<(
SISTER STUD DETAIL
SCALE:NTS
3"X6" MITEK MT20 _
OR EQUIVALENT
1 11X12" OR 1611X4" BETWEEN
ALL STUDS. VENT IS SECURED
T , SHEATHING AS PER
IV UFACTURESINSTRUCTIONS
OPTIONAL HYDROVENT DETAIL
SCALE.NTS
Ol � •
•
I
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DETAIL7$'i✓io
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FLOOR
DECKING 'CONT.)
2"X4" SYP #2
• O.C.
STUDS
• •
ALL STUDS SECURED TO SOLE PLATE
AND FLOOR FRAMING W/ SIMPSON
H8 TWIST STRAP w/ 4 -10d NAILS
ON TOP INTO STUD, SECURING
INTO RIM JOIST ON BOTTOM
W/ 4-10d NAILS (TYPICAL)
J
A SIDEWALL FRAMING
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.
OI4L(OOD
RO BFILLER OR SUP[
2323 S. VOLUSIP
2"X4" SYP#2
KING STUD
SIDEWALL DOOR & WINDOW (TYP)
._._ --- --- MODULAR
SCALE: NTS
PLANS DESIGN, CO.
BUNGALOW SHED
MODULAR PLANS DESIGN, CO.
202 DORIS ORNE.. SUITE 105 OFFICE: 853.6SUI054
WIELANO, FLORIDA FA%: S111-111110
LA 33S13 COLE@MOOURRUAR.CO.00M
— ENDWALL
1 L E—'-0 n crinci I1CNNci uc
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
211X4" SYP42 SOLE PLATE
�- 211X6" SYP#2 PERIMETER
WALL SHEATHING OPTIONS:
-7/6" OSB OR SHEATHING EQUIV. OR BETTER
- CORRUGATED ALUMINUM
- D4 ALUMINUM SIDING
-y„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
2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN # BUNG-20 *** NOT HVHZ APPROVED
SKID RUNNER SPACING"
WIDTHS
6'-0"
8'-0"
10'-0"
1V-8"
13'-8"
A
0'-101.
0'-91,
1'-7"
2'-8"
V-10.5"
B
51"
6'-6"
6'-10"
6'-4"
V-10.5"
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(2) 4"X4" SKIDS ONLY. 13'-8" WIDE SHEDS HAVE (4)
SKIDS.
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SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
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THRU-BOLT
2323 S. VOLUSIP
FLOOR JOIST TO SKID CONNECTION
SCALE: NTS
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CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
BUNGALOW SHED PE LICENSE #38769
MODULAR PLANS DESIGN, CO.
303 DORIS ORNE..SNTE103 OFFICE: H&CIS,ro5!
W ELARO. FLORIDA U.
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William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
BUNGALOW SHED PE LICENSE #38769
MODULAR PLANS DESIGN, CO.
MO D U L A R
105 aF IC.. ..
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FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A
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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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William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
WALL SHEATHING OPTIONS:
OSB OR SHEATHING EQUIV. OR BETTER
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B CROSS SECTIION 'B' - D4 ALUMINUM SIDING
A5 SCALE:3/8' =1'•0" -Yz" OR %" T1-11 SIDING
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(RUN ANY DIRECTION)
- THERMO-PLY BLUE (0.135 THICK)
W/ VINYL SIDING
BUNGALOW SHED
MODULAR STRUCTURE FOR:
SUPERIOR SHEDS
(877)439-7433
2323 S. VOLUSIA AVE. ORANGE CITY, FL 32763
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William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
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@ 24" O.C.
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2"X4" SYP#2
SOLE PLATE
{6" PERIMETER
MIN. 3:12
MAX. 8:12
2"X5" MITEK MT20
OR EQUIVALENT
(2) 2"X4"
HEADER
ALVAI:il
SHED WIDTH
„ 8'-0" 10'-0" 11'-8" 13'-8")
4"X4" P.T. SKIDS ATTACHED W/
SIMPSON H24 OR EQUIVALENT.
SEE TABLE 2 FOR SPACING.
B ENDWALL FRAMING
A6 SCALE: 3/8"=p--0.0'
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
BUNGALOW SHED PE LICENSE #38769
MODULAR PLANS DESIGN, CO
MODULAR UKE NO FLO0.10q"ITF 105 OF 10E: 3. 6
PLANS DESIGN, CO. ""' `.@....P`""scc.com
2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN # BUNG-20 *** NOT HVHZ APPROVED
SIMPSON STRONG DRIVE & STRAP- SD SCREW SCHDEULE
PARTB/DESC.
UPLIFT
WALLFASTENER
RAFTER FASTENER
PLATE FASTENER
Ht
435
6.SD9x1.5"
4.SD9xt5"
111Z
750
6-SD10x2.5'
6-SD10x2E-
H2A
495
5-SO9xt5"
5-SD9xt5"
2-SD9xl.5"
HI
540
5-SD94L5"
5. SD971.S
H2.5
410%.'I:
„-:5-SD90.5"
5-SO9X1.5"
HI
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5-S09X1.5"
HIM
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5-SO9x1B,
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4-SD9x1.5'
4-SD9x15"
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RAFTER
'-%H4
280
4-SD%1.5"
4-309x1.5"
•..
.�..}IS'.. }/:'L
415
4-SD9x1,5-
4-S09x1.5"
:rlkGTSIT
895
6-SOBx1.5'
6-SD9%1,$"
LJUE1u
1W5
I 6-SDII "
6.SD9xt5'
LTSG8
1235
1 6-SOBA.v
6-S09x1.5-
LTS-20
1215
B-SDBx1.5'
8-SD9x15'
MTS-12
895
1-SOBx1.5"
7-S09xl.5'
MTS46
1075
7-SD9x1.5'
i-S09x1.5"
MTS-18
1255
7-SO9x1.5"
7-SD9x1.5'
MTS-20
1255
i-SDRI
7-SWx1.5"
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COLUMN FASTENER
RAFTER FASTENER
AST
2-SD9x1S'
2-S09x1.5-
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A23
4-SD9x1.5'
4-SQ9x1.5"
A33
4-SD9X1.5'
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FLOOR FASTENER
STM PLATE
LSTA-18
1235
7-S1390.5-
7-SD9x1.V
PARTp/OESC.
UPLIFT
WALLFASTENER
FLOOR FASTENER
TIE -DOWNS
2U5A. 1-114"WIDE
4725
T-SD9x1.5'
5Wx30"ANCHOR
4300
A. ONLY NEEDED ON ALUMINUM SHEATHING WALLS.
B. HEADERS OVER WSPAN.
STRAP& FASTENER SCHEDULE'
PARIXJDESC.
UPLIFT
WALLFASTENER
RAFTER FASTENER
PLATE FASTENER
HIT
400
6-Btlx115-
48tl
H11Z
750
6-16dI
6-16dK2.5-
H2A
495
51
5Adx1.5'
2-8tlx1.T
12.6A
535
SAd
5Ad
H2.5
410
&Btl
&Bd
H2.ST
545
5-6d
SAd
FAA
495
78&1.5'
S-Bdxt5"
H3
320
44Id
4Ad
RAFTER (8)
H4
235
4.8d
"d
H5
265
4Ad
48d
LTS-12
620
6-10dx1.5-
6-IDdx1.5-
LTS4
620
1 6-10dxl.V
6_106xt5"
LTS-18
620
6-10dx1.5"
&10dxt5'
LTS-20
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640tlx1.5"
1.5'MTS-12
860
i-10dxt5"
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.1.5"MTB-18
860
i-10Exl.5"
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860
T-10IJI"
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COLUMN FASTENERASTENERPORCH
245
2-10dx1.5"
d 1.5"585
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4. 10dxi.5"
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4-Lad
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ASTENERLSTA-18
PLATE
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T-10d
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STUD FASTENER
ASTENERHEADER(D)
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NIR
5'A"x0.131"
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HP4041,80,81
4725
5'8'x0.131'
5--3-0.131'PARTWOESC,
UPLIFT
WALLFASTENER
FLOOR FASTENER
TIE -DOWNS
ADDS. 1-1/4' WIDE
4725
7-10dA.5"
5AEx30' 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 TIE O.C. BUT IS REQUIRED ON CORNERS AND STUDS ADJACENT TO CORNERS,
C. ONLY NEEDED ON ALUMINUM & VINYL SHEATHING WALLS.
D. HEADERS OVER 6-0" SPAN.
PRODUCT OPTIONS
CAT.
SUB. CATEGORY
MANUFACTURER
MODELIDESC.
STATE OF FLAPPROVALkALL6
SIDING
JAMES HARDIE
511TCEOAR
FUM 13223.1
ALLS
SIDING
JAMES HARDIE
5116-STUCCO
FLp: 13223,2
ALLS
SIDING
ADVANCEDALUM.
0.19GA
FLA 23138.1
ALLS
M
SIDING
PLY GEM
X
FLp:.
ALLS
SIDING
ADVANCED ALUM.
X
FLO: 31T3i.1
ALLS
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SIMPSON LUMBER
X
FLp:-
OORS
SWINGING EAT
EAGAN
E1HDL
FLO: 12B20-R3
DOORS
SWINGING EXT
CROFT
2009-LITE
FLA :-
WINDOWS
I SINGLE HUNG
CROFT
I VERT SLIDER
FLp: 10853-R5
WINDOWS
SINGLE HUNG
CROFT
VERT SLIDER
FM 1551
WINDOWS
SINGLE HUNG
CROFT
VERT SLIDER
FLA 1608TR3
WINDOWS
SINGLE HUNG
CROFT
VERT SLIDER
FLO: 16153-Rl
WINDOWS
HORIZ. SLIDER
CROFT
HORIZ. SLIDER
FLM:27202
WINDOWS
ROSS. SLIDER
CROFT
HORIZ. SLIDER
R4:26822
WINDOWS
ROSS. SLIDER
CROFT
HORIZ. SLIDER
FLA: 30848
0
FASTENING SCHEDULE
(FBC TABLE 2304.10.1)
CONNECTION
FASTENING
CONNECTION
24. BUILT-UP GIRDER AND BEAMS
20d COMMON (4"X 0.19T)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
3-6d COMMON (2112"X 0.13P)
TOENAIL
3-3" 14 GAUGE STAPLES
3' 14 GAUGE STAPLES AT 24"O.C.
2-2Od COMMON(4"XO.19T)
SIDES
T BRINGING TO JOIST
2- 8d COMMON IT VZ X 0.131")
TOENAIL EACH ENO
2- Btl COMMON IS 11T XO.131')
3.TX0.131-NAILS
FACE NAIL AT ENDS AND AT
2. T 14 GAUGE STAPLES
3-3" 14 GAUGE STAPLES
EACH SPLICE
3. Px6- SUBFLOOR OR LESS TO EACH JOIST
2- Bd COMMON IT VT DA31')
FACENAIL
2ST PLANKS
16d COMMON (3112" X 0.162)
AT EACH BEARING
4. WIDER THAN I"xfi- SUBFLOOR TO EACH JOIST
3-Bd COMMON T112"XEIS-
FACENAIL
26. COLLAR TIE TO RAFTER
3-10d COMMON (3"X 0.1481 MIN,
4-3"X 0.131"NAILS
4- 3" 14 GAUGE STAPLES
FACENAIL
5.2" SUBFLOOR TO JOIST OR GIRDER
2- ifid COMMON(3117 X LIST)
BLIND AND FACE NAIL
6. SOLE PLATE TO JOIST OR BLOCKING
16d(3112- X LAW) AT 16" O.C.
TYPICAL FACE NAIL
27. JACK RAFTER TO HIP
3-10d COMMON (3"X 0.14W)
TOENAIL
3" X 0.131 NAILS AT B"O.C.
T 14 GAUGE STAPLES AT IT O.C.
4- T%0.131 NAILS
4- T 14 GAUGE STAPLES
SOLE PLATE TO JOIST AT BLOCKING AT
3- JIM COMMON (31IT X 0.13S") AT 16 O.C.
BRACED WALL PANEL
4-3'X 0.131-NAILS AT IT D.C.
BRACEDWALLPANEL
2-16d COMMON (3112"X 0.152'1
4-3" 14 GAUGE STAPLES AT 16' O.C.
3- 3" X 0.131"NAILS
3-3" 14 GAUGE STAPLES
FACENAIL
,j. - TOP PLATE TO STUD
2-16d COMMON L3112"%0.162")
END NAIL
2B. ROOF RAFTER T02-BYRIDGE BEAM
2- tfid COMMON (3112'%0.162")
TOENAIL
3-3'XG.131
3 -3't4 GAUGE STAPLES
3- 3" X 0.131 NAILS
3- 3" 14 GAUGE STAPLES
8. STUD TO SOLE PLATE
4-Bd COMMON (211F X 0.131")
TOE NAIL
4 -3" X 0.131 NAILS
2-1Ad COMMON (3 VT X 0.162"1
3 -3" 14 GAUGE STAPLES
3-3" X 0.131"NAILS
FACENAIL
3 -16d COMMON (3112" X 0,162')
3- 3' 14 GAUGE STAPLES
29. JOIST TO BAND JOIST
3- 1fid COMMON (3 112' X 0. 135')
FACE NAIL
3-3.1'NAILS
ENO NAIL
3 -J14 14 GAUGE STAPLES
4- 3' X 0.131"NAILS
4-3" 14 GAUGE STAPLES
9. DOUBLE STUDS
16d (3 IfT X CAW) AT 24"O.C.
FACENAIL
30. LEDGER STRIP
3- ifid COMMON (3 TIT X 0.1 SIT)
FACE NAIL AT EACH JOINT
TX 0.131 NAILS AT B' O.C.
3' 14 GAUGE STAPLES AT W O.G.
4-IF X 0.13l' NAILS
4-3.14 GAUGE STAPLES
10. DOUBLE TOP PLATES
IIN(3112" X 0.135") AT I T O.O.
TYPICAL FACE NAIL
3"% 0.131 NAILS AT W O.C.
31. WOOD STRUCTURAL PANELS AND
10 AND LESS fid (C,LO
3.14 GAUGE STAPLES AT B"O.C.
PARTICLEBOARD B) SUBFLOOR, ROOF AND
23(CJQ)
11T NAIL(N)
DOUBLE TOP PLATES
BE 16d COMMON G 11T X DABE) AT IV O.C.
LAP SPLICE
WALL SHEATHING (TO FRAMING)
1314. 16 GAUGE(0)
12-3" X 0.13V NAILS AT 16' O.C.
19132-TO BAE Sd(D)OR 6d E)
12-3" 14 GAUGE STAPLES AT 16"O.C.
SINGLE FLOOR (COMBINATION SUBFLOOR-
23181 NAIL(
2"15GAUGE(P)
6'O.C. EDGES AND INTERMEDIATE,
4" O.C. AT COMPONENT AND
11. BLOCKING BETWEEN JOISTS OR RAFTERS
3-Btl COMMON IS VT X 0.131")
(
TOENAIL
TO TOP PLATE
3-T
UNDERLAYMENT T019132"T0314"FOAMING
TO
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3-3"14 GAUGE STAPLES
17W
1/8'T1' 1W
i1I8"T011/4" 10d(OI OR etl(D)
3N'AND LESS ad CI
(REFER TO FIG. 30.&t OF gSCE i)
12. RIM JOIST TO TOP PLATE
Od COMMON(20.131')AT 6`O.C.
(
TOENAIL
(E C.
3.14
ilB-TO 1' Btl(CI
PLESAT
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3- 14 GAVGE STAPLES AT B"O.C.
GAUGE
1V8'T01t14' 10tl(0)ORBd(0)
13. TOP PLATES, IAPS AND INTERSECTIONS
2- f 6tl COMMON(] TIT X DART)
FACENAIL
32, PANEL SIDING TO FRAMING)(Q)
112.OR LESS 61
3-WX0.131"NAILS
518. Bd(F)
3- W 14 GAUGE STAPLES
33, FIBERBOARD SHEATHING (G.Q)
1IT AND LESS WILDI)dCOMMON NAIROOFINGL
NO. 11 GAUGE COMAIL
NNAIO
GAUGE
14. CONTINUOUS HEADER, TWO PIECES
16d COMMON 311Z X 0.162"
16' O.C. ALONG EDGE
15. CEILING JOISTS TO PLATE
3-166 COMMON IS 112'X 0.131')
TOENAIL
5-3"X 0.131"NAILS
STAPLE
25132' STAPLE31 NO.. 16 GAUGE
NOMII GAUGE
6-O.C. EDGES AND INTERMEDIATE
3-3" 14 GAUGE STAPLES
1 Btl
(2112"4.131") NO. 16
GAUGE STAPLE (1)
16. RIM JOIST TO TOP PLATE
4- 8d COMMON IS 112' X 0.131-)
TOENAIL
17. CEILING JOISTS, LAPS OVER PARTITIONS
3- 16d COMMON (3112' X 0.135') MIN.
FACENAIL
34. INTERIOR PANELING
1/4' 4d(J)
(SEE TABLE 2308.10.4.1)
4-WX 0.131"NAILS
y6. 6tl(K)
6"O.C. EDGES AND INTERMEDIATE
4 -3" 14 GAUGE STAPLES
18. CEILING JOISTS TO PARALLEL RAFTERS
3-16d COMMON (3112"X 0.13SU MIN,
FACENAIL
A. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED.
B. NAILS SPACED AT 6 INCHES ON CENTER ON CENTER AT EDGES. 12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 6 INCHES AT
(SEE TABLE 2308.10.4.1)
4-3.14
AREGRAMS
2305 MORE.
AND WALLS R AILS FOR WALL SH PERMITTED TO BE BOX
GAUGE
4 -3" 14 GAUGE STAPLES
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C. COMMON OR DEFORMED SHANK lBtl - 21)2' x 0.1131-211T X G131": 1Od -3. x 0.148").
O. COMMON(6tl-2'x0((.Ed tl-212 x0.131710d-3 x0.14W"
F. CORROSION RESISTANT 9101NG (Bd80i ]l01/x G., 063184 a2 31B"xx U��26�1OR CASING (6tl-2" x 0099":Btl-2112" x 0113"1 NAIL.
19. RAFTER TO PLATE
3-6O COMMON (2112"X0.131")
3 -3" X 0.13P NAILS
TOENAIL
3-3.14 GAUGE STAPLES
G. FASTENERS SPACED 31NCHES ON CENTER AT EXTERIOR EDGES AN O 61NCHESON CENTER AT INTERMEDATE SUP PORTS. WHEN
USED AS STRUCTURAL SHEATHING. SPACING SHALL BE 6INCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTER AT
IN SUPPORTS. WHEN USED FOR NONSTRUCTURAL SHEATHING.
20.1' DIAGONAL BRACE TO EACH STUD IT PLATE
2-Btl COMMON (2 t12"X0.131")
FACENAIL
2 -3" X 0.131'NAILS
H. CORROSIONLRESISTANT ROOFING NAILS WITH 711 F DIAMETER HEAD AND 1112' LENGTH FOR 117 SHEATHING AND 1 314- LENGTH FOR
3-3" 14 GAUGE STAPLES
SHEATHING.
1. CORROSION -RESISTANT STAPLES WITH NOMINAL 7l16" CROWN OR 1' CROWN AND 1 114- LENGTH FOR 1IT FOR 2M37 BE STRING
PANEL SUPPORTS AT 16-(20" IF STRENGTH AXIS IS THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED).
L. FOR ROOF SHHEATHIING APPLICATIONS.SdFINWNAILSIIIS IQ-X SPACED
ARE INCHES ON
REQUIRED FOR WOOD S RUCTUERDAILPANELS RT3,
M. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 711 F.
N. FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED AT 4 INCHES ON CENTER AT EDGES, B INCHES AT INTERMEDIATE
21. P%e"SHEATHING TO EACH BEARING
3.8tl COMMON VTX 0.131'
FACENAIL
U. WIDER THAN PXB- SHEATHING TO EA.BEARING
3- ad COMMON(211T X 0.131')
FACENAIL
23. BUILT-UP CORNER SUDS
(S 11TX ) MIN.
16d COMMON0.162
24O.C.
"
3'X0.131"NAILS
16- O.C.
SUPPORTS.
3" 14 GAUGE STAPLES
16- O.C.
O. FASTENERS SPACED AT 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND SHEATHING
31NCHES ON CENTER AT EDGES, 6INCHES AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING.
P. FASTENERS SPACED AT 4INCHES ON CENTER AT EDGES, 81NCHES AT INTERMEDIATE SUPPORTS.
0. SEE FASTENER ALTERNATE SCHEDULE.
R. FASTENERS MUST BE INSTALLED WITH EVEN SPACING BETWEEN THEM ACROSS ATTACHING MEMBER.
ALTERNATE FASTENING SCHEDULE
CONNECTION
I FASTENING
ALT 3183. WOOD STRUCTURAL PANELS AND PARTICLEBOARD
SUBFLOOR. ROOF AND WALL SHEATHING (TO FRAMING)
1l2'ANO LESB 2"X0.092"RING SHANK NAIL
5"FROM EDGE, 10' O.C.
TT Z TOP LINE ENGINEERING, LLC
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