HomeMy WebLinkAboutConstruction Plans2"x2" GALVANIZED WASHER
WITHYz" NUT
Yx " THREADED ROD
NOTCH OR COUNTERSINK BOLT
OPTIONAL FOR "HIGH SET"
THRU 2"x4" BOTTOM PLATE
1/2" THREADED ROD
1!2"x5" (400 LB) CONCRETE
OPTIONAL FOR "HIGH SET"
EYES BOLTED TOGETHER
WEDGE ANCHOR INTO SLAB
WITH y"x2°,B�Q,�.���° NUT.{ I
(2)`2"x2" GALVANIZED WAS
Yz" COUPLER
-� `" ' ='
THRU 2"x4" P.T. BOTTOM PLATE
(SEE TABLE 1 FOR SPACING)
2"x4" BOTTOM PLATE NAILED
1/2" COUPLER
(2,000LB SHEAR CAPACITY)
4" MIN.
TO 2"x6" P.T. BASE
1/2"x12" FORGED EYEBOLT
r
4" MIN.
Y"x 3" (400 LB)
WEDGE ANCHOR
SIMPSON A-24
C NCRETE SLAB BY OTHERS ia_________ _ ____�
THROUGH LOCAL CODES
EYES BOLTED TOGETHER W/ 1/2"x2"
BOLT & NUT WITH (2)2"x2" GALVANIZED
r
CONCRETE
(SEE TABLE 1 FOR SPACING)
CLIP OR EQUAL
AND JURISDICTION
CONCRETE SLAB BY OTHERS
THROUGH LOCAL CODES
WASHERS (2,000LB SHEAR CAPACITaI�
f ..
AND JURISDICTION
((=
30" EARTH AUGER ANCHOR
SHED WITH SKID
SHED WITH'NO FLOOR' OPTION'
(SEE TABLE 4 FOR SPACING),
ANCHORED TO CONCRETE
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 112" 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.
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TABLE 1
ANCHORING TO CONCRETE
SHED WIDTH
UPLIFT (PLF)
ANCHOR SPAC'G
20'-0"
400
T-6"
1Y-8"
280
T-6"
11'-8" -
240
-3'-6"-
10'-0"
200
3%6"
B'-0"
160
T-6"
V-0"
120
T-6"
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 x4j"
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'-10�
11'-8"
2'-B"
6'4"
10'-0`--
V-7" - -
6'-10"
- _ -
B'-0"
9"
6'-6"
V-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"x8"X16"
1778 LBS
CONC. BLOCK Q07UTY-
CEMENT AND SAND MIX
II
4"x8"X16"
3500 LBS
-TOIT=OCK QUALITY
CEMENT AND SAND MIX
-III-- -
-16"X16"
3950-LBS-
-- ABS PLASTIC PADS
IV
81X8"X16"
1900 LBS
CONIC.L
CEMENT AND SAND MIX
BASED ON 2000 PSF SOIL BEARING CAPACITY (2000 PSF IS TYPICAL)
NOTES:
1. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"xl6") MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON 1 T-B" AND 13'-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'-B"
SW/DW
4.15/332
0" TO 6"
6'-0"
1936 LB
1, 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
10'-0"
SW/DW
5.00/400
0" TO 6"
6'-0"
2400 LB
1, II, III, OR IV
2400LB
I, II, III, OR IV
8'-0"
SW
4.00/320
0" TO 6"
6'-0"
2029 LB
1, II, III, OR IV
2133LB
I, II, III, OR IV
6-0"
SW
3.00/240
0" TO 6"
6-0"
1658 LB
I, II, III, OR IV
1866LB
I, If. 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
2"x2" GALVANIZED WASHER
WITHy" NUT
GRADE
IV PAD WITH
CODE INFORMATION
CODE VERSION
BC-7TH,EDITIO-
(20.20 �r AS C E,.7y1.6�'
MANUFACTURER
SUPERIQR,SHE_DS,
~
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.
l-
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"
13'-8"
7.00
243
0'-0" TO X-0"
10'-0"
11'-8"
6.00
208
0'-0" TO 3'-0"
10'-0"
�500
174-
--- -�
-D!KT0 X'�
- 0"
8'-0"
4.00
138
0'-0" TO 3'-0"
10'-0"
6'-W
3.00
104
0'-0" TO X-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 V-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
2. ALL MEASUREMENTS ARE CENTER -TO -CENTER
3. THE MINIMUM NUMBER F ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER.
y 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
'FSS�aN
1015.22
--3. REFER TO TIE -DOWN -DETAILS -FOR PROPER
Digitally SI signed b
g Y
INSTALLATION REQUIREMENTS TO MEET CODE.
Julio Orbegoso
Date: 2021.02.01
16:42:51-05'00'
SHED STRUCTURE FOR: "'` ~n `�°'g� DATE: 01-22-2021
SUPERIOR SHEDS i
(877) 439-7433 DRAWN: R.L.G.
2323 S. VOLUSIA AVE. ORANGE CITY, FL 32763 &03 If.00
SS FOUNDATION
..................... < ._ a........,..-_ MODULAR PLANS DESIGN, CO. �e ® � %�
SHEET NO.
roc
MODULAR x, DDFLORI AUITE,�S OFF FAX86633.fi6887/18
PLANS DESIGN, CO. 33813 COLE®MODULARPLANSCO.COM Al
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NOT 'APPROVED FQR MVHZ .:
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 1-65.26 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
*1 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 FOR PROPER INSTALLATION REQUIREMENTS TO MEETCODE.
5. ALL LUMBER FOR CONSTRUCTION WILL BE #2 SYP EXCEPT AS NOTED.
6. GUTTERS SHALL BE SITE INSTALLED PERTHE LOCAL AUTHORITYHAVING JURISDICTION AND PERMITTING
REQUIREMENTS.
7. ALL WINDOWSAND DOORSTO MEETTHE MINIMUM SPECIFICATIONSPERTHE APPROVED PLANS AND THE
FLORIDA BUILDING CODE.
8. IN ACCORDANCEWITH FBC 1609.1.2, -STORAGE SHEDSTHAT ARE NOT DESIGNED FOR HUMAN HABITATION
AND THAT HAVE FLOORAREAOF 720 SQUARE FEETOR LESS ARE NOT REQUIREDTO COMPLYWITH THE
MAN DATORYWINDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE".
9. IN ACCORDANCE WITH FBC 1010.1.1, EXCEPTION(10.) BUILDINGS THATARE400 SQ-FTOR LESS AND THAT
ARE INTENDED FOR USE IN CONJUNCTION WITH ONE -AND TWO-FAMILY RESIDENCES ARE NOT SUBJECTTO
THE DOOR HEIGHT AND WIDTH REQUIREMENTSOF THIS CODE. STRUCTURES 400 SQ-FTOR MORE SHALL
HAVE AN 80" MINIMUM DOOR.
10. IN ACCORDANCE WITH FLORIDASTATUTE553.80 (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 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 THATTHE ADDED BEND DOES NOT
INTERFERE WITH ANY OF THE EXISTING BREAKS/BENDS IN THE STRAP.
_1.2. AS PER FBC SECTION 1626.1 EXCEP_TI01J_(F):_ STORAGE _SHEDSTHATARENOT-DESIGNED FOR_HUMAN___
HABITATION AND THAT HAVE A FLOOR AREA OF LESSTHAN 720 SQUARE FEETOR LESSARE NOT REQUIRED
TO COMPLYWITH THE MANDATORY WIN DBORNE DEBRIS IMPACTSTANDARDS OF THIS CODE.
13. COMPONENTS/CLADDING ARE IN COMPLIANCEWITH 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
COMPLYWITH LOCAL REQUIREMENTS FOR PERMITTING.
16. WINDOWSAND DOORS INSTALLED BY THE CUSTOMER THAT SHALL BE APPROVED BYTHEAHJ 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:
+A40.10 PSF
NOT APPROVED FOR HVHZ J_ L
MODULAR
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
1'LL-TOP LINE ENGINEERING, LL
✓L; STRUCTURAL ENGINEERS
Y
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
BUNGALOW SHED
__'j
MODULAR PLANS DESIGN, CO.
202 DORIS DRIVE„ SUITE 105 OFFICE 863.688.1054
LAKELAND. FLORIDA ---.7 18
33813 COLE@MODULARPLANSCO.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
I
I
I
LINE —4
LINE
I I
I I
I I
I
SINGLE POLE NtUIKAL G.F.I.
SWITCH OUTLET
ELECTRICAL NOTES & OPTIONS:
- AS PER NEX ARTICLE 330.30Y(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: 7
MAXIMUM NO. OF LIGHTS: 8
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: Y4' 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
Col
h
SHED OVERALL LENGTH (MAX. 40'-0")
NOTE: SHOWN IS THE 10'-0" x 20'-0" W/ 6'-0" PORCH OPTION
�LINE ENGINEERING, L_LC
STRUCTURAL ENGINEERS
William E. Neary, III
SMP-51, SIVII-79, [CC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
FLOOR PLAN NOTE:
--SHEDS TO -HAVE A -MAXIMUM— - --
OF 5 DOORS AND 10 WINDOWS
BUNGALOW SHED
MODULAR STRUCTURE FOR:
DATE: 01-19-2021
SUPERIOR SHEDS
Julio
(877) 439-7433
2323 S. VOLUSIA AVE. ORANGE CITY, FL 32763
`r.....R '
Orbego
DRAWN: R.L.G.
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NS, •. p .
u.
No.
2OZ
JOB: SS20-BU-NONH
MODULAR PLANS DESIGN, CO.
3876
_ 38769 =
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SHEET NO.
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STATE OF
09:03:5
MODULAR 2L��o FLoaDA SUITE 106 OF-863.688.77 8
I
—05'
A
PLANS DESIGN, CO. —13 COLE@MODULARPLANSCO.COM
CONSULTING, ENGINEER
JULIO ORBEGOSO
FLORIDA
PE LICENSE #38769
2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN #BUNG-20 *** NOT HVHZ APPROVED
ENDWALL DOOR & WINDOW
61-0" WIDE OR LESS
SCALE: NTS
OPTIONAL HYDROVENT DETAIL
SCALE: NTS
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"X4" HEADER DETAIL
SCALE: NTS
0
ED
NG (CONT.)
I"X4" P.T. SKID (CONT.
2"X4" SYP#2 ROOF TRUSSES
@ 24" O.C.
VARIES I u 11 12" MAX.
SEE HEA JER
DETAIL
U)
w
Q
VAR
2"X4" SYP #2 STUDS
@ 24" O.C.
SHED LENGTH (MAX. 40'-0")
:D TO SOLE PLATE
MING W/ SIMPSON
AP w/ 4 -10d NAILS
STUD, SECURING
JOIST ON BOTTOM A SIDEWALL FRAMING
d-NAILS (TYPICAL)- � SCALE: 3/8"=r-o" --
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.
BUNGALOW SHED
MODULAR STRUCTURE FOR:
SUPERIOR SHEDS
(877) 439-7433
2323 S. VOLUSIA AVE. ORANGE CITY, FL 32763
MODULAR
PLANS DESIGN, CO.
MODULAR PLANS DESIGN, CO.
202 DORIS DRIVE., SUITE 105. OFFICE: 863.688.1054
LAKELAND, FLORIDA FAX 863.688.7118
33813 COLE®MODULARPLANSCO.COM
ENDWALL
r>i>
„>>>,
William E. Neary, III
10649 •
akview Pointe..
2"X4" SYP#2 SOLE PLATE
2"X6" SYP#2 PERIMETER
WALL SHEATHING OPTIONS:
- Y16" OSB OR SHEATHING EQUIV. OR BETTER
- CORRUGATED ALUMINUM
- D4 ALUMINUM SIDING
-Y2" ORS/" 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
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2"X4" SYP#2 ROOF TRUSSES
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- 2"X4" SYP #2 BOTTOM F LA VARIES 12" MAX.
4"X4" SYP #2 HEADER SEE HEA ER
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2"X4" SYP #2 JACK STUD
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:D TO SOLE PLATE
MING W/ SIMPSON
AP w/ 4 -10d NAILS
1 STUD, SECURING
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d-NAILS-(TYPICAL)- — A2--SCALE: 3/8"=r-0" -- — --
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.
BUNGALOW SHED
MODULAR STRUCTURE FOR:
SUPERIOR SHEDS
(877) 439-7433
2323 S. VOLUSIA AVE. ORANGE CITY, FL 32763
MODULAR PLANS DESIGN, CO.
MODULAR LAKELAND, FLORIDA OF DICE Bfi38.70 B
PLANS DESIGN, CO. —" COLE@MODULARPLANSCO,COM
ENDWALL
LE TO STRL'CrURAL E E.E G LLC
William E. Neary, III i
SMP-51, SMI-79, [CC 5185040 I
10649 Oakview Pointe Terrace j
Gotha, Florida 34734
2"X4" SYP#2 SOLE PLATE
2"X6" SYP#2 PERIMETER
WALL SHEATHING OPTIONS:
- %6" OSB OR SHEATHING EQUIV. OR BETTER
- CORRUGATED ALUMINUM
- D4 ALUMINUM SIDING
-Y2" 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
/
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2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN # BUNG-20 *** NOT HVHZ APPROVED
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WIDTHS
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11'-8"
13'-8"
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1'-7"
2'-8"
V-10.5"
B
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6'-6"
6'-10"
61-411
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(2) 4"X4" SKIDS ONLY. 13'-8" WIDE SHEDS HAVE (4)
SKIDS.
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10649 Oakview Pointe Terrace
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JULIO ORBEGOSO
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NOTCH BUNGALOW SHED PE LICENSE #38769
4"X4" P.T. SKID l
441 MODULAR STRUCTURE FOR: DATE: 01-19-2021
4-1/2"X1/2" SUPERIOR SHEDS Julio
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SIDEWALL BELOW
D4 ALUMINUM ROOFING
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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.
MODULARLAKELAND, FLORIDA 105 OFFFAK 863 6SB.71 B
PLANS DESIGN, CO. 33973 COLE®MODULARPLANSCO.COM
2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN # BUNG-20 *** NOT HVHZ APPROVED
MIN. 3:12 2"X4" ROOF TRUSSES
MAX. 8:12
@ 24" O.C.
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
Ial I2SI
SHED WIDTH
(6'4', 8'-0", 10'-0", 1 V-8", 13'-8")
A CROSS SECTION 'A'
A5 SCALE: 3/8" = V-0"
NOTE:
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.
SISTER STUDS FOR 4'-0"
FROM ENDWALL (TYP)1,
TYPICAL STUD SPACING 24" O_C_ MAX
SISTER STUDS FOR 4'-0"
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(1 MM)x12" STRAP w/ 4 -10d NAILS - CORRUGATED ALUMINUM
_ T - -ON OP -INTO -STUD; -SECURING - - - B CROSS SECTION B' - D4 ALUMINUM SIDING
INTO RIM JOIST ON BOTTOM A5 SCALE: 3/8"= T-0" -%" OR %" T1-11 SIDING
W/ 4-10d NAILS (TYPICAL) - JAMES HARDIE PANEL OR EQUIV
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10649 Oakview Pointe Terrace
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— ENDWALL
2"X4" SOLE PLATE
2"X6" PERIMETER
- JAMES HARDIE HORIZ. SIDNG LAP OR EQUIV.
- 29 GA CORRUGATED STEEL METAL SIDING
(RUN ANY DIRECTION)
- THERMO-PLY BLUE (0.135 THICK) CONSULTING ENGINEER
W/ VINYL SIDING 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 PLANS DESIGN, CO.
202 DORIS DRIVE.. SUITE 105 OFFICE: 863 688 1054
LAKELAND, FLORIDA FAX. 863.688.7118
33813 COLEQMODULARPLANSCO.COM
I /
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No. 38769 O '%
2021.01
:*
0 STATE OF
'',sS/ONALEN`�
09:04:5:
DATE: 01-19-2021
DRAWN: R.L.G. 1
JOB: SS20-BU-NONH
SHEET NO.
i
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A5i
2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN # BUNG-20 *** NOT HVHZ APPROVED
MIN. 3:12
MAX. 8:12
�i
SI @ 4.1 P.C.
2")44" SYP# B
2"X41 SOLE PIIIATE
SHED WIDTH
(6-0", 8'-0", 10--0", 1 V-8", 13'-8")
4"X4" P.T. SKIDS ATTACHED W/
SIMPSON H24 OR EQUIVALENT.
SEE TABLE 2 FOR SPACING.
2"X5" MITEK MT20
OR EQUIVALENT
A ENDWALL FRAMING
A6 SCALE: 3/8" = V-0"
SHED WIDTH
(6'-0", 8'-0", 10'-0", 11-4% 13'-8")
B ENDWALL FRAMING
A6 SCALE: 3/8" = V-0"
"ROOF TRUSSES MIN. 3:12
@ 24" O.C. MAX. 8:12
:4" SYP #2 STUDS
@ 24" O.C.
SYP#2 BLOCKING
2"X4" SYP#2
SOLE PLATE —
(6" PERIMETER
2"X5" MITEK MT20
OR EQUIVALENT
(2) 2NX4"
HEADER
LU
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SHED WIDTH
(6'-0", 8'-0", 10'-0", 1 V-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" = V-0"
CONSULTING ENGINEER
JULIO ORBEGOSO
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BUNGALOW SHED::]
FLORIDA
PE LICENSE #38769
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SIMPSON STRONG DRIVE & STRAP - SD SCREW SCHDEULE
PART#!DESC.
UPLIFT
WALL FASTENER
RAFTER FASTENER
PLATE FASTENER
H1
435
6-SD9xl.5°
4-SO9x1.5"
H11Z
750
6-SD10x2.5"
6-SD10x2.5-
H2A
495
5-S09x1.5-
5-SD9xl.5"
2-SD9x1.5°
H2.5A
540
5-SD9xl.5°
5-SD9x1.5"
H2.5
410
5-SD9x1.5'
5-SD9xl.5'
RAFTER
H2.5T
545
5 - SO9x1.5"
5 - SD9x1.5'
H2A
495
7-SD9xl.5'
5-SD9x1.5°
H3
320
4-SD9xl.5'
4-S09xl.5°
-
H4
280
4 - SD9xl.5°
4 - SD9x1.5"
H5
415
4-SD9x1.5"
4-SD90.5-
LTSA2
895
6-SD9x1.5'
6-SD9x1.5'
LTS-16
1075
6-SD9x1.5'
6-SD9xl.5'
LTS-18
1235
6-SD9x1.5'
6-SD9xl.5"
LTS-20
1215
6-S09xl.5"
6-SD9xl.5"
MTS-12
895
7-SD9xl.5'
7-SD9xl.5"
MTS-16
1075
7-SD9xl.5°
7-SD9xl.5"
MTS-18
1255
7-SD9xl.5°
7-SD9xl.S"
MTS-20
1255
7-SD9xl.5'
7-SD9x1.5°
PORCH
PART#/DESC.
UPLIFT
COLUMN FASTENER
RAFTER FASTENER
A21
2-SD9x1.5'
2-SD9x1.5"
A23
-
4 - SD9xl.5-
4 - SD9xl.5°
A33
4-SD9xl.5-
4-SD9xl.5'
BTM PLATE
PART#/DESC.
UPLIFT
WALL FASTENER
FLOOR FASTENER
LSTA-18
1235
7-SD9x1.5"
7-SD9x1.5'
TIE -DOWNS
PART#/DESC.
1 UPLIFT
WALL FASTENER
FLOOR FASTENER
20GA. 1-1/4-WIDE
4725
7-SD9x1.5'
518-x30°ANCHOR
1 4300
A ONLY NEEDED ON ALUMINUM SHEATHING WALLS.
B. HEADERS OVER 6' SPAN.
STRAP & FASTENER SCHEDULE'
PART#/DESC.
UPLIFT
WALL FASTENER
RAFTER FASTENER
PLATE FASTENER
H1
400
-
6.8dxl/S'
4-8d
RAFTER (B)
H11Z
750
6-16dx2.5"
6-16dx2.5'
H2A
495
5-8dx1.5'
5.8dxl.5"
2-8dx1.5'
H2.5A
535
-
5-8d
S-Sd
H2.5.
410
5-8d
53d
H2.5T
545
5-8d
5-8d
H2A
495
7-8dxl.5'
5-8dxl.5"
H3
320
4-8d
4-8d
H4
235
4-8d
43d
H5
265
4-8d
43d
LTS-12
620
- 6-10dxl.5"
6-10dx1.5"
LTSA6
620
6-10dxl.5'
6-10dxl.5"
LTS-18
620
6-10dxl.5'
6-10dxl.5'
LTS-20
620
6-10dxl.5"
6-10dx1,5'
MTS-12
860
7-10dxl.5"
7-10dx1,5"
MTS-16
860
7-10dxl.5"
7-10dxl.5'
MTS-18
860
7-10dxl.5"
7-10dxl.5°
-
MTS-20
860
7-10dxl.5"
7-lOdx1,5"
-
PORCH
PART#/DESC.
UPLIFT
COLUMN FASTENER
RAFTER FASTENER
-- - - - - - - -
A21
245
2-10dxl.5'
2-10dxl.5"
A23
585
4-10dx1.5'
4 -1 Odxl.5'
A33
750
4-10d
4-10d
BTM PLATE
PART#/DESC.
UPLIFT
I WALL FASTENER
FLOOR FASTENER
LSTA-18
1110
7 - IOd
7 - 1 Od
----- -
HEADER (D)
-PART#/DESC. -
UPLIFT--
STUDFASTENER-HEADER-FASTENER-
TP-35
N/R
V-3"x0.131'
5'-3'x0.131"
HP40,41,80,81
4725
V-3"x0.131'
5-3"x0.131"
TIE -DOWNS
PART#/DESC.
UPLIFT
WALL FASTENER
FLOOR FASTENER
20GA. 1-114" WIDE
4725
7-10dx1.5'
518"x30' 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 6'-0" SPAN.
PRODUCT OPTIONS
PRODUCT CAT.
SUB. CATEGORY
MANUFACTURER
MODEL 1 DESC.
STATE OF FL APPROVAL#:
PANEL WALLS
SIDING
JAMES HARDIE
5/16" CEDAR
FL#: 13223.1
PANEL WALLS
SIDING
JAMES HARDIE
5/16' STUCCO
FL#: 13223.2
PANEL WALLS
SIDING
ADVANCED ALUM,
0.19 GA
FL#: 23138.1
PANEL WALLS
SIDING
PLY GEM
X
FL#: -
PANELWALLS
SIDING
ADVANCED ALUM.
X
FL#: 31737.1
PANEL WALLS
SIDING
SIMPSON LUMBER
X
FL#: -
EXTERIOR DOORS
SWINGING EXT
EAGAN
E1HDL
FL#: 12820-R3
EXTERIOR DOORS
SWINGING EXT
CROFT
2DO 9-LITE
FL#: -
WINDOWS
SINGLE HUNG
CROFT
VERT SLIDER
FL#: 10853-R5
WINDOWS
SINGLE HUNG
CROFT
VERT SLIDER
FLA.' 15527-R5
WINDOWS
SINGLE HUNG
CROFT
VERT SLIDER
FL#: 16082-R3
WINDOWS
SINGLE HUNG
CROFT
VERT SLIDER
FL#: 16153-Rl
WINDOWS
HORIZ. SLIDER
CROFT
HORIZ. SLIDER
FL#:27202
WINDOWS
HORIZ_ SLIDER
CROFT
HORIZ. SLIDER
FL#:28822
WINDOWS
HORIZ. SLIDER
CROFT
HORIZ. SLIDER
FL#:30848
FASTENING SCHEDULE
(FBC TABLE 2304.10.1)
CONNECTION
FASTENING
CONNECTION
24. BUILT-UP GIRDER AND BEAMS
20d COMMON (4" X 0.192-) 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 (2 112-X 0.131')
TOENAIL
3 - 3' 14 GAUGE STAPLES
3" 14 GAUGE STAPLES AT 24" O.C.
2- 20d COMMON (4° X 0.192-)
SIDES
2. BRINGING TO JOIST
2 - 8d COMMON (2 112- X 0.131-)
TOENAIL EACH END
2 - 8d COMMON (2 1l2' 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'x6" SUBFLOOR OR LESS TO EACH JOIST
2 - 8d COMMON (2 1/2' X 0.131-)
FACE NAIL
25.2' PLANKS
16d COMMON (3 112-X 0.162-)
AT EACH BEARING
4. WIDER THAN 1'x6° SUBFLOOR TO EACH JOIST
3 - 8d COMMON (2 1l2' X 0.131')
FACE NAIL
26. COLLAR TIE TO RAFTER
3 -1 Od COMMON (3° X 0.148-) MIN.
4 - 3' X 0.131" NAILS
4 - 3. 14 GAUGE STAPLES
FACE NAIL
5. 2" SUBFLOOR TO JOIST OR GIRDER
2 -16d COMMON (3 112- X 0.162-)
BLIND AND FACE NAIL
6. SOLE PLATE TO JOIST OR BLOCKING
16d (3 1/2' X 0.135') AT 16' O.C.
TYPICAL FACE NAIL
3" X 0.131 NAILS AT W O.C.
3' 14 GAUGE AT 12' O.C.
27. JACK RAFTER TO HIP
3 -10d COMMON (3- X 0.148')
TOE NAIL
STAPLES
4 - 3' X 0.131 NAILS
SOLE PLATE TO JOIST AT BLOCKING AT
3 -16d COMMON (3 1/2" X 0.135°) AT 16' O.C.
4 - 3" 14 GAUGE STAPLES
BRACED WALL PANEL
4 - 3' X 0.131" NAILS AT 16" O.C.
BRACED WALL PANEL
2 - 16d COMMON (3 1/2' X 0,162')
4 - 3" 14 GAUGE STAPLES AT 16' O.C.
NAILS
3 - 3' X GAUGE
3 - 3' 14 GAUGE STAPLES
FACE NAIL
7. TOP PLATE TO STUD
2 - 16tl COMMON (3 1/2' X 0.162')
END NAIL
3 - 3" X 0.131" NAILS
28. ROOF RAFTER TO 2-BY RIDGE BEAM
2- 16d COMMON (3 1/2-X 0.162°)
TOE NAIL
3 - 3" 14 GAUGE STAPLES
3 - 3' X 0.131 NAILS
3 - 3" 14 GAUGE STAPLES
8. STUD TO SOLE PLATE
4 - 8d COMMON (2 1/2-X 0.131-)
TOE NAIL
4 - 3" X 0.131 NAILS
3 - 3. 14 GAUGE STAPLES
2 - 16d COMMON (3 1/2° X 0.162°)
3 - 3' X 0.131' NAILS
FACE NAIL
2-1 d COMMON (3 112' X 0.162')
3 - 3' 14 GAUGE STAPLES
3-3 X O.131' NAILS
3 - 3" 14 GAUGE STAPLES
END NAIL
29. JOIST TO BAND JOIST
3 -16d COMMON (3 1/2' X 0.135')
FACE NAIL
4-3: " X 0.131° NAILS
4 - 314 GAUGE STAPLES
9. DOUBLE STUDS
16d (3 1/2-X 0.135-) AT 24' O.C.
FACE NAIL
3' X 0.131 NAILS AT 8' O.C.
3' 14 GAUGE STAPLES AT 8" O.C.
30. LEDGER STRIP
3 -16d COMMON (3 1l2° X 0.162')
FACE NAIL AT EACH JOINT
4-3 " X 0.131" NAILS
4 - 3" 14 GAUGE STAPLES
10. DOUBLE TOP PLATES
16d (3 112" X 0.135') AT 16" D.C.
TYPICAL FACE NAIL
W X 0.131 NAILS AT 8' O.C.
3" 14 GAUGE STAPLES AT 8" O.C.
31. WOOD STRUCTURAL PANELS AND
1/2' AND LESS 6tl C
PARTICLEBOARD (B) SUBFLOOR, ROOF AND
2 318-X0.113- NAIL (N)
DOUBLE TOP PLATES
8- 16d COMMON (3 1/2' X 0.135°). AT 16. O.C.
LAP SPLICE
WALL SHEATHING (TO FRAMING)
1 3/4' 16 GAUGE(0)
12-3 X 0.131' NAILS AT 16" O.C.
19/32' TO 314" 8d(D) OR 6d (E)
12 - 3.14 GAUGE STAPLES AT 16" O.C.
SINGLE FLOOR (COMBINATION SUBFLOOR-
2 3/8'X0.113' NAIL(
2" 16 GAUGE (P)
6' O.C. EDGES AND INTERMEDIATE,
AT COMPONENT AND
11. BLOCKING BETWEEN JOISTS OR RAFTERS
3 - 8d COMMON 2 Ur 0.131
( '
TOENAIL
TO TOP PLATE
3 - 3" X NAILS
UNDERLAYMENT TO 19/32" TO 3/4' FRAMING
8d(C)
CLADDING
EDGE STRIP 3
3-3"14 GAUGE STAPLES
GAUGE
111 "T1'
1 118' TO 1 1/4' 10d(D) OR 8d(D)
3/4' AND LESS 6tl((C))
(REFER TO FIG. 30.5.1 OF ASCE 7)
12. RIM JOIST TO TOP PLATE
8d COMMON (2 1/2" X 0.131') AT 6. O.C.
TOENAIL
3" X 0.131 ° NAILS AT 6" O.C.
7/8' TO 1' Bd(C)
3" 14 GAUGE STAPLES AT 6" O.C.
1 1/8" TO 1 114" 10d(D) OR Bd(D)
13. TOP PLATES, LAPS AND INTERSECTIONS
2 -16d COMMON (3 1/2-X 0.162-)
FACE NAIL
32. PANEL SIDING (TO FRAMING) (Q)
1/2' OR LESS 6d(F)
3 - 3" X 0.131" NAILS
3 - 3" 14 GAUGE STAPLES
518" 8d(F)
14. CONTINUOUS HEADER, TWO PIECES
16d COMMON 3 1/2° X 0.162°
16' O.C. ALONG EDGE
33. FIBERBOARD SHEATHING (G,Q)
1/2' AND LESS NO. 11 GAUGE ROOFING.
N'XO.l1 -) COMMON NAIL
(2'x0.113') NO. 16 GAUGE
15. CEILING JOISTS TO PLATE
3 - 16d COMMON (3 1/2" X OA31")
TOE NAIL
5 - 3' X C.131' NAILS
25132" STAPLE (1) NO. 11 GAUGE
6"O.C. EDGES AND INTERMEDIATE
3 - 3° 14 GAUGE STAPLES
NAIL(H) Sd COMMON NAIL
(2 1/2'XO.131-) NO. 16
GAUGE STAPLE (1)
16. RIM JOIST TO TOP PLATE _
4 - 8d COMMON (2 1Y2- X 0.131-)
TOE NAIL
17. CEILING JOISTS, LAPS OVER PARTITIONS
(SEE TABLE 2308.10.4.1)
3 - 16d COMMON (3 1/2" X 0.135') MIN.
FACE NAIL
34. INTERIOR PANELING
4 - 3' X 0.131' NAILS
3%8" 5d(K)
6"O.C. EDGES AND INTERMEDIATE
4 -.3' 14 GAUGE STAPLES
18. CEILING JOISTS TO PARALLEL RAFTERS
-
3 - 16d COMMON (3 1/2" X 0.135°) MIN.
FACE NAIL
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" 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 SE(CTION.2305. NAILS FOR WALL SHETHING ARE PERMITTED TO BE COMMON, BOX OR CASING.
C. COMMON
D. COMMON OR DE xORMED 8d SHANK2 (6x 0.131"" 10 .1 3 x 0.148112' x 0.131"; 1 Od - 3' x 0.148').
6d - 2' x 0.113 Btl 2 1/2' z 0.131'; 10tl I' 0.148'
E. DEFORMED SHANK.131"
19. RAFTER TO PLATE
-
3 - 8d COMMON (2 1/2- X 0.131-)
TOE NAIL
NAILS
3 -3" 14OGAUGE STAPLES
; - - x
F. CORROS77((RESIS .))
G. FASTENERS SPACEDA3 INCHES ODING (N CENTER ATIEXT EXTERIOR EDGESIAQ 6 NOR CHEIS ONG N CENTER AT INTERMEDIATE SU�PORTS, 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. V DIAGONAL BRACE TO EACH STUD & PLATE
2 - 8d COMMON (2 112' X 0.131")
FACE NAIL
2-3- X 0.131' NAILS
H. CORROSION -RESISTANT ROOFING NAILS WITH 7/16° DIAMETER HEAD AND 1 10 LENGTH FOR 112" SHEATHING AND 1 3/4" LENGTH FOR
3 - 3' 14 GAUGE STAPLES
SHEATHING.
_I_CORROSION-RESISTANT.STAPLES _WITH.NOMINAL7116'CROWN OR-1--CROWN AND I-1/4'LENGTH- FOR -1/2'FOR 25/32"SHETHING-- ---
PANEL SUPPORTS AT 16- (20° IF STRENGTH AXIS IS THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKEDI.
K. PANEL SUPPORTS AT 24'. CASING OR FINISH NAILS SPACED AT 6 INCHES ON PANEL EDGES. 12INCHES AT INTERMEDIATE SUPPORTS.
L. FOR ROOF SHEATHING APPLICATIONS, 8d NAILS (2112' x 0.113") ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS.
APPLISTAPLES SHALL HAVE A CATIONS, MUM CROWN` IDTH OF 7/16"
N. OR ROOF SHEATHING CATIONS, FASTENERS SPACED AT 41NCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE
21.7'X8' SHEATHING TO EACH BEARING
3 - Btl COMMON 2 1/2" X 0.131'
FACE NAIL
22. WIDER THAN 1"XB' SHEATHING TO EA.BEARING
3 - 8d COMMON (2 1/2-X 0.131.)
FACE NAIL
23. BUILT-UP CORNER SUDS
16d COMMON (3 1/2- X 0.162") MIN.
24 :O.C.
3" X 0.131" NAILS
16" O.C.
SUPPORTS.
3' 14 GAUGE STAPLES
16' O.C.
O. FASTENERS SPACED AT 4 INCHES ON CENTER AT EDGES, 6 INCHES AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND SHEATHING
3 INCHES ON CENTER AT EDGES, 61NCHES AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING.
P. FASTENERS SPACED AT 4 INCHES ON CENTER AT EDGES, 8 INCHES 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
FASTENING
ALT 31-33. WOOD STRUCTURAL PANELS AND PARTICLEBOARD
SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING)
I 1/2' AND L
TT Z TOP LINE ENGINEERING, LLC
ice' K, STRUCTURAL ENGINEERS
Y William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
LESS 2' X 0.092" RING SHANK NAIL /� � /� � �+
5'FROM EDGE, 10°O.C. BUNGALOW SHED]
MODULAR STRUCTURE FOR:
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
PE LICENSE #38769
DATE: 01-19-onoi
SUPERIOR SHEDS Julio
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2323 S. VOLUSIA AVE. ORANGE CITY, FL 32763 "ORB`"'
�0........ FGO'% 1
No. 38769 JOB: SS20-BU-NONH
MODULAR PLANS DESIGN, CO. =* * s * -
_� O
po.. STATEDF SHEET NO.
-EN
:T
O0 DEN, 09:05:2
1
MODULAR LAKELAND FLORIDA ITE 105 . OFF AX 88663.fi88.7; 8 -05 0
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