HomeMy WebLinkAboutBuilding Planz
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O�r 1
NOT APPROVED FOR HVHZ
STRUCTURAL LOAD LIMITATIONS
WIND LOAD CRITEBIA
1. 132 Vasd/170 Vult WIND SPEED (MPH)
2 1 RISK CATEGORY
a I 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
CI COVER SHEET
Al FLOOR PLAN
A2 SIDEWALL FRAMING
A3 FLOOR FRAMING
ROOF FRAMING
A5 CROSS SECTIONS
A6 ENDWALL FRAMING
A7 SCHEDULES
File COPY
- Please note: Any questions regarding local permitting should be directed to the Manufacturer.
The Manufacturer's contact information can be found in the titleblock of the plans.
V WED EO
1
2323 S. VOLUSIA AVENUE
ORANGE CITY, FLORIDA 32763
(877) 439-7433
GENERALNOTES
1. FOUNDATION PLANSARE NOT PARTOF THIS PLAN SETAND ARE GOVERNED Bf LOCAL JURISDICTION.
2 BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGEONLY
a THIS BUILDING IS EXEMPT FROM THE FECC PER SECTIONS R101.4.2.4, R402-1.
4: REFER TO TIE DOM DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE.
5 ALL LUMBER FOR CONSTRUCTION WILL BE #2 SYP EXCEPT AS NOTED.
6 GUTTERS SHALL EE SITE INSTALLED PER THE LOCAL AUTHORITYHAVING JURISDICTION AND PERMITTING
REQUIREMENTS.
7. ALL WINDOWSAND DOORS TO MEETTHE MINIMUM SPECIFICATIONSPERTHEAPPROVED PLANS AND THE
FLORIDA BUILDING CODE
8 N ACCORDANCE WITH FBC 1609.1.2, "STORAGE SHEDS THATARE NOT DESIGNED FOR HUMAN HABITATION
AND THAT HAVE A FLOOR AREA,OF 720 SQUARE FEETOR LESS ARE NOT REQUIRED TO COMPLY WITH THE
MANDATORYWINDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE'. -
9. N ACCORDANCE WITH FBC 1010.1.1, EXCEPTION(10.) BUILDINGS THATARE400 SQ-FTCR LESS AND THAT
ARE INTENDED FOR USE N CONJUNCTION WITH ONE -AND TWO-FAMILY RESIDENCES ARE NOT SUBJECTI-O
THE DOOR HEIGHT AND WIDTH REQUIREMENTSOF THIS CODE. STRUCTURES 400 SQ-FT OR MORE SHALL
HAVE AN 80' MINIMUM DOOR.
10. N ACCORDANCE WITH FLORIDASTATUTE553.80 (I )D, LAWN STORAGE BUILDINGS AND STORAGESHEDS
BEARING THE INSIGNIA OF APPROVAL OF 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 BENTAROUND STRUCTURAL MEMBERS CF WALL STUDS, TRUSSES,
CHORDS, ETC. TO HELP SECURE THESE MEMBERS.PROVIDED THATTHE ADDED BEND DOES NOT
INTERFERE WITH ANY CF THE EXISTING BREAKS/BENDS N THE STRAP.
12 AS PERFBC SECTION 1626.1 EXCEPTTON(F): STORAGE SHEDSTHATARE 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 MANDATORYVINDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE
la COMPONENTS/CLADDING ARE N COMPLIANCE WITH THE 202D FBC 7TH EDITION.
14. SHEDS LOCATED N FLOOD HAZARD AREAS MUST COMPLYWITH THE LOCAL FLOOD ZONE REGULATIONS.
15. IFA WALL IS FRAMED FOR FUTURE HVAC UNITSTHATSHALL BE APPROVED BYTHEAHJ AND SHALL
COMPLY WITH LOCAL REQUIREMENTS FOR PERMITTING.
16. WINDOWSAND DOORS INSTALLED 6Y THE CUSTOMER THAT SHALL BE APPROVED W 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:
+/-40.10 PSF
NOT APPROVED FORHVHZ
a
MODULAR
PLANS DESIGN, CO.
CODE COMPLIANCE
ST. LUCIE C ,TY_
LISTING AGENCY APPROXG09"1401EE14ING, LLC.
BUILDING CODE
RESIDENTIAL CODE
ELECTRICAL CODE
BUILDING TYPE
MANUFACTURER
AGENCY
AGENCY PLAN NUMBER
CONSTRUCTION TYPE
FIRE PROTIECTION
FIRE SUPPRESSION SYSTIEM
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 PROTIECTION 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-8
NO
NO
UTILITY
1
170 MPH,
EXPOSURE C
0
75 PSF
125 PSF
10 PSF
719 SQ/FTMAX.
NO
NO
NO
TOP LINE ENGINEERING LLC
1C TOP LINE ENGINEERING.. LLC
]! STRUCPUML E`GINEENS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
BUNGALOW SHED
MODULAR PLANS DESIGN, CO.
= OOHS DRIVE.. SURE 106 OFFICE: 863.686.ID64
LAREIAND. FLCPJ JA FAIL 663.M.7118
=13 COMIgUIOOULARM ANSCO.CON
2021-01-20 TOP LINE ENGINEERING APPROVAL P LAN# BUNG 20 *** NOT HVHZ APPROVED
CONSULTING ENGINEER
JUDO ORBEGOSO
FLORIDA
PE LICENSE # 38769
J
2"x2" GALVANIZED WASHER
WITHYz" NUT
EYES BOLTED TOGETHER
WITH Y2"x2" BOLT & NUT WITH
(2) 2"x2' GALVANIZED WASHERS
(2,000LB SHEAR CAPACITY)
Y2"x 3" (400 LB)
CONCRETE WEDGE ANCHOR
(SEE TABLE 1 FOR SPACING)
Y2" THREADED ROD
NOTCH OR COUNTERSINK BOLT
OPTIONAL FOR "HIGH SET'
THRU 2"x4" BOTTOM PLATE
1/2" THREADED ROD
�F
2"x2" GALVANIZED WASHER
1/2"x5" (400 LB) CONCRETE
OPTIONAL FOR "HIGH SET"
WITHYz" NUT
WEDGE ANCHOR INTO SLAB
Y2" COUPLER
THRU 2"x4" P.T. BOTTOM PLATE
(SEE TABLE 1 FOR SPACING)
2'x4" BOTTOM PLATE NAILED
1/2" COUPLER
w
^
14" MIN.
TO2"x6'P.T. BASE
1/2"x12" FORGED EYEBOLT
X
4" MIN.
>
C NCRETE SLAB BY OTHERS ie__ �___ _: �_
SIMPSON A-24 THROUGH LOCAL CODES
CONCRETE BY OTHERS
EYES BOLTED TOGETHER W/ 1/2"x2"
BOLT & NUT WITH (2)2"x2" GALVANIZED
• • ' GRADE_
TYPE I, II, III, OR IV PAD WITH
CLIP OR EQUAL AND JURISDICTION
SLAB
THROUGH LOCAL CODES
WASHERS (2,000LB SHEAR CAPACITY)
Z
BLOCKING AS REQUIRE
AND JURISDICTION
30" EARTH AUGER ANCHOR
N (SEE TABLE 3)
SHED WITH SKID
SHED WITH'NO FLOOR' OPTION'
(SEE TABLE 4 FOR SPACING)
ANCHORED TO CONCRETE
ANCHORED TO CONCRETE
SHED
WITH SKID
TO PAD
OR BLOCKING
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 WO FLOOR' OPTION, ANCHOR WITH 1/2"XS" WEDGE ANCHOR THRU THE 2"x4" BOTTOM
PLATE.
TABLE 1
ANCHORING TO CONCRETE
SHED WIDTH
UPLIFT (PLF)
ANCHOR SPAC'G
2U-0"
400
T-6"
13'-8"
280
T-6"
II V-8"
240
T-6"
10'-0"
I 200
3'-6"
8'-0"
I 160
T-6"
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
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 SECTIONSARE IN PLACE.
4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B). 30" AUGER ANCHOR
S. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS (4,725 LB)
REMOVED. INSTALLED PER MFRS
6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO INSTRUCTIONS. EYELET AT
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. MAXIMUM OF 6" ABOVE GRADE
TABLE 2
SKID RUNNER SPACING'
SHED WIDTH
X1
X2
X3
1-10
1-10}
1-10}"
11'-8"
7-8"
6'-4"
10'-0"
1'-7"
6'-10"
-
8'-0"
6'•0'
9"
10"
6'-6"
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 T-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 QUA
CEMENT AND SAND MIX
II
4"x8"X16"
3500 LBS
CONC. BLOCK QUA[rrT-
CEMENT AND SAND MIX
III
16"X16"
3950 LBS
ABS'PLASTIC PADS
IV
B'XB'X16'
1900 LBS
CONC.BLOCKAL ITY
CEMENT AND SAND MIX
. ... - ------- --- --- - -
RASED nN NMI) PSF SAIL RFARIN(, DAPArITY 0000 PSF IS TYPICAL
NOTES:
1. HOLLOW OR SOLID CONCRETE BLOCKS (Wx8"x16") MAY BE STACKED
ON PADS FOR HIGH SETS UP TO48" WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON 1 T-8" AND 13'-8" WIDE SHEDS ONLY.
TABLE 3
SUPPORT FOOTING P SPACING FOR RUNNER BLOCKING FOR SINGLE 8: 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
1.11, III, OR IV
2558LB
I, II, III, OR IV
10'-0"
SW/DW
5.00/400
0" TO 6'
V-0"
2400 LB
I, II, III, OR IV
2400LB
1, II, 111, OR IV
8'-0"
SW
4.001320
0" TO 6"
6'-0"
2029 LB
I, II, 111. OR IV
2133LB
I, II, III, OR IV
6'-0"
SW
1 3.00/240
1 0" TO 6"
6'-0"
1658 LB
1 I, II, 111, OR IV
1866LB
1, II, 111. 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
CODE INFORMATION
CODE VERSION
FBC, 7TH EDITION
(2020). ASCE-7-16
MANUFACTURER
SUPERIORSHEDS
BUILDINGTYPE _
MANURSH_ED
CONSTRUCTION
V-B
CODE VERSION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NO. OF STORIES
1
BASIC WIND SPEED
1B0 MPH (VOLT)
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 1125 PSF
"R" RATING (WALL, FLOOR, ROOF)
NIA
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
ygs
MODULAR
PLANS DESIGN, CO.
GENERAL NOTES &SPECIFICATIONS FOR AUGERANCHORS
1. BUILDING ANCHORS SHALLBE "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
I 243
I V-0" TO X-0"
101-0"
11'-8"
6.00
208
0'-0" TO 3'-0"
10'-0"
10'-0"
5.00
174
0'-0' TO 3'-0"
10'-0"
8'-0"
4.00
( 138
I 0'-0- TO X-0"
3.00
104
0'-0" TO T-0"
TABLE 4B
30"AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW'
UPLIFT (PLF) END ANCHOR -
MAX. INTERIOR SPACING-
20'4"
10.00
400 V-0" TO T-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 ASCf_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.
202 DORIS ORNS. SURE 105 OFFICE: 863688.1054
LAKEIA D. FLORIDA FAX:863.688.7118
3M13 COLEOMODULARPLANSCOSON
w ulaa _
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.
1,9V }:.r -
CEILING J-BOX
LINE--
+ ---
SOURCE I
1
N
I
I
I
LINE
i
I
I
I
I
I
LOADjlvj
_ - -
NEUTRAL
SINGLE POLE
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: 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: 3/4" PLYWOOD
4. MIN. WALL SHEATHING: D4 ALUMINUM SIDING
NOTE:
23" SECTIONS OF 29GA CORRUGATED METAL SIDING
FASTENED W1 %" #8 HEX WASHER SELF DRILLING
SCREWS @ 4" ON EDGE & 6" IN FIELD
�Y7.4L�r:43N11L: � ".GNr+• Tn Pu:
i:1:`X x'+dT, .STF.Ccic.� 'Ti�':r1J79:T�b.
1
2"X4" SYP#2 STUDS @
24" O.0 W1 SISTER STI-IDS.-/
4-0" FROM ENDWALL
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SHED OVERALL LENGTH (MAX. 40'-0")
NOTE: SHOWN IS THE 10'-0" x 20'-0" W1 6'-O"PORCH OPTION
. .j:T TOP LINE_EN I EEERI NG, LLC
STRUL'TVML EN(i1NLErl
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
FLOOR PLAN NOTE:
SCALE 31W= V-0- 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.
ram:
f i�•�
MODULAR
PLANS DESIGN, CO.
2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN # BUNG-20 *** NOT HVHZ APPROVED
I /
Julio
" oRaE�•.
Orbego
FN...:so=
2021.01
S,pNa�E
0
09-03.5E
-05,W
ENDWALL DOOR & WINDOW
6'-0" WIDE OR LESS
SCALE: NTS
2"X4" SYP#2 STUDS @ 24" O.C.
2"X4"X60" SYP#2 SISTER STUD
ATTACHED W/ 10d COMMON —
NAILS @ 4" O.C.
2"X4" 5YP 62 JAOK 61 UU
2"X4"SYP #2 KING STUD
4"X4" HEADER DETAIL
SCALE:NTS
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t° SCALE:
O
3•X6" MITEK MT20 _
OR EQUIVALENT
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FUDS. VENT IS SECURED
2"X4"SYP#2
ROOF
TRUSSES
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•
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— ENDWALL
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10549 Oakview Pointe Terrace
Gotha. Florida 34734
2"X4" SYP#2 SOLE PLATE
2"X6" SYP#2 PERIMETER
ALL STUDS SECURED TO SOLE PLATE I WALL SHEATHING OPTIONS:
AND FLOOR FRAMING WI SIMPSON J %s OSB OR SHEATHING EQUIV. OR BETTER
H8 TWIST STRAP w/ 4 -10d NAILS CORRUGATED ALUMINUM
ON TOP INTO STUD, SECURING D4 ALUMINUM SIDING
INTO RIM JOIST ON BOTTOM A SIDEWALL FRAMING Yz OR e" T1-11 SIDING
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BUNGALOW SHED PE LICENSE #3B769
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JULIO ORBEGOSO
FLORIDA
BUNGALOW SHED PE LICENSE #38769
MODULAR STRUCTURE FOR: I r)A'rG• ni_10_ornq
SUPERIOR SHEDS Julio
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