HomeMy WebLinkAboutModular Plans Design2"x2" GALVANIZED WASHER
WITHY" NUT
EYES BOLTED TOGETHER
WITHY"x2" BOLT & NUT WITH
(2) 2"x2" GALVANIZED WASHERS
(2,0001-13 SHEAR CAPACITY)
Y2"x 3" (400 LB)
CONCRETE WEDGE ANCHOR
(SEE TABLE 1 FOR SPACING)
}2" THREADED ROD
OPTIONAL FOR "HIGH SET"
Y2" COUPLER
SIMPSON A-24
CLIP OR EQUAL
SHED WITH SKID
ANCHORED TO CONCRETE
1/2"x5" (400 LB) CONCRETE
WEDGE ANCHOR INTO SLAB
THRU 2"x4" P.T. BOTTOM PLATE
(SEE TABLE 1 FOR SPACING)
I4"MIN.
• C NCRETE SLAB BY OTHERS
- THROUGH LOCAL CODES CONCRETE SLAB BY OTHERS
AND JURISDICTION THROUGH LOCAL CODES
AND JURISDICTION
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. 112" EYEBOLT OR OPTIONAL 112"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"
13'-8"
280
T-6"
11'-8"
240
T-6"
10'-0"
200
T-6"
8'-0"
160
T-6"
6'r0"
120
T-6"
i OR COUNTERSINK BOLT
2"x4" BOTTOM PLATE 1/2" THREADED ROD
OPTIONAL FOR "HIGH SET"
2"x4" BOTTOM PLATE NAILED
TO 2"x6" P.T. BASE
SHED WITH 'NO FLOOR' OPTION'
ANCHORED TO CONCRETE
4"MIN.
1/2" COUPLER
(
1/2"x12' FORGED EYEBOO,LLTj
1p
EYES BOLTED TOGETHER 1//2
BOLT & NUT WITH (2)2"x2" GALVANIZED
WASHERS (2,000LB SHEAR CAPAC(ITY)
�IFJ
30" EARTH AUGER ANCHOR
(SEE TABLE 4 FOR SPACING)
P AND INSTALLATION OF DOUBLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUI
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. ON
BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SE
3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALI
FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER V
BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT F
LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETE
PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS,
4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 413).
5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPP,
REMOVED.
6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWA
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE L
TABLE 2
SKID RUNNER SPACING'
SHED WIDTH
X1
X2
X3
13'-8"
1'-10Z
1'-10?
1'-1 q
11'-8"
2'-8"
6'-4"
-
10'-0"
V-7"
6-10"
-
8'-0.
9„
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 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. B10rFZ0T=
CEMENT AND SAND MIX
11
4"x8"X16"
3500 LBS
CONC. BLOCK QUA=
CEMENT AND SAND MIX
III
16"X16"
3950 LBS
ABS PLASTIC PADS
IV
I 8"X8"X16"
1900 LBS
CONC. BLOCKQ
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 IV-8" 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'-8"
SW/DW
4.15/332
0" TO 6"
6'-0'
1936 LB
I, II, III, OR IV
1879LB
1, 11, III, OR IV
11'-8."
SW/DW
6.001480
0" TO 6"
6-0"
2558 LB
I, 11, III, OR IV
2558LB
I, II, 111, OR IV
10'-0"
SW/DW
5.00/400
0" TO 6"
6'-0'
2400 LB
I, II, III, OR IV
2400LB
I, II, 111, OR IV
8'-0"
SW
4.001320
0" TO 6"
1 6-0"
2029 LB
j 1, II, 111, OR IV
2133L6
I, 11, III, OR IV
6-0"
SW
3.001240
0" TO 6"
1 6-0"
1658 LB
1 I, It, 111, OR IV
1866L6
1 I, 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
.'I GRADE
II, 111, OR IV PAD WITH
NG AS REQUIRE
ABLE 3)
CODE INFORMATION
CODE VERSION
;:7fr- ATiHgED� 1TIO
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 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 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 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-
3 8
, 0A.00
3x A
TO 3 -0 *
11'-8"
6.00 y
208
0'-0" TO 31-0.
10'-0"
10'-0"
5.00
174
0'-0" TO 3'-0"
10'-0"
8'-0"
4.00
138
0'-0" TO 3'-0"
10'-0"
6'-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
0'-0- TO T-0"
5'-0"
LOAD WIDTH UPLIFT ON RUNELVILWED FOR g s I '
MAXIMUM SPACING B LOCATION FROM END&
O S j�J p�� p4 �¢ ?
NOTES ST. LUCIE COUNTY
1. ANCHOR SPACING IS DESIGNED AS PER AS�1� A/,�j/(ii�Zy
2. ALL MEASUREMENTS ARE CENTER-TO-CEN C(( I1
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.
FILE COPY
MODULAR PLANS DESIGN, CO.
202 DORIS DRIVE, SUf1E 105 OFFICE: 863.688.105E
LAKELAND, FLORIDA FAX 863.688.7118
33813 COLS@MODULARPLANSCO.COM
i 0
AM A
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ontractor
Copy
..............
p`G,,:
- No. 30)fi9
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.tom?n:.
�,) TONAL E,,.
Digitally signed by
Julio Orbegoso
Date: 2021.02.01
16:42:51-05'00'
DATE: 01-22-2021
DRAWN: R.L.G.
JOB: SS FOUNDATION
SHEET NO.
Al
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 1010.1.1, 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.
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_40ETOPLINE ENGINEERING. LLG
STRUITURAL ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 518SO40
10649 Oakview Pointe Terrace
Gotha, Florida 34734
r
ter.
2323 S. VOLUSIA AVENUE
ORANGE CITY, FLORIDA 32763
(877) 439-7433
REVIEWED
CODE COMPI
ST. LUCIE CC
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
BUNG-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
30 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
DESIGN PRESSURES
DOORS (by EAGAN)
+/-20 PSF
WINDOWS (by CROFT)
+/-40.10 PSF
D/P INFO PROVIDED BY MANUFACTURER
Digitally
*** Please note: Any quesfions. regarding local,pe. rmiffing should be directed to the M6ndfacfurer. """"
g.R6g�'%, signed by Julio
The Manufacturer's contact'lnformafion can be found in the tifle.block:of the plans. = 0
Orbegoso
No. 38769 t"
�` Date:
APPROVED FOR HVHZSTAM OF �� Z°z 1-°2.°9 - -
3S ONAL Ec\`15:09:36
-05'00' MODULAR
PLANS DESIGN, CO.
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. GCpl = 0.18 INTERNAL PRESSURE COEFFICIENT
O5 EXPOSURE FACTOR
6 5 WIND DIRECTIONALITY FACTOR (Kd)
8 GUST RESPONSE FACTOR (Gh)
®' .0 PSF MAIN FRAME STRUCTURE
UWf 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
FILE CuPY
BUNGALOW SHED - HVHZ
MODULAR PLANS DESIGN, CO.
202 DORM DRIVE., SURE 105 OFFICE: 663.688.1054
LAKELAND, FLORIDA FAX. 863.688.7118
33813 COLEQMODULARPVWSCO.COM
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
PE LICENSE #38769
LUZ I-U1-U5 IUF' LINt IzNC-7INttKINV AFrKUVAL PLAN 4 1:5UNU-HVHL-2U ... HVHL AF'F'KUVtU
SOURCE
CEILING J-BOX
_ I �
N LD
- LINE I
LN) r
k, f" I
_.�
LOAD
0—
LD
v
SINGLE POLE -NEUTRAL
SWITCH
ELECTRICAL NOTES &
- AS PER NEX ARTICLE
CABLE. UNLESS OTHEF
SECURED AT INTERVAI
CONTAINING FOUR OR
LARGER THAN 10 AWG
EVERY BOX, CABINET:
TERMINATION.
15 AMP G.F.I.
OUTLET
i(B) SECURINGVF MC TYPE
PROVIDED, CABLES SHALL BE
r EXCEEDING 6Ftr\CABLES
R CONDUCTORS 9I�ED NO
- BE SECURED WITHIN 12 IN. OF
G, OR OTHER CABLL,,
- ALL WIRING SHALL`? E 14 GAUGE 3-WIRE MC
- ENCASE IN ALL METAL BOXES.
MAXIMUM NO. O OUTLETS: 7
MAXIMUM NO. QF LIGHTS: 8
ELECTRICAL WIRING DIAGRAM
SCALE: NOT TO SCALE
'. MIN. GRADE STUDS: 2"X4" STUDS TO BE Fb
= 1200 PSI OR GREATER
2. MIN. ROOF SHEATHING: 29GA CORRUGATED METAL
3. MIN. FLOOR SHEATHING: %" PLYWOOD
4. MIN. WALL SHEATHING: D4 ALUMINUM SIDING
NOTE:
23" SECTIONS OF 29GA CORRUGATED METAL SIDING
FASTENED W/ %4" #8 HEX HEAD w/ WASHER SELF
TAPPING SCREWS @ 6" ON EDGE & 12" IN FIELD.
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NOTE: SHOWN IS THE 10'-0" x 20'-0"
`T_ TOP LINE ENGINEERING. LLC
STRUCTURAL ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
A5
2"X4" SYP#2 STUDS @
24" O.0 W/ SISTER STUDS.
4-0" FROM ENDWALL
REVIEWED FOR
00DE COMPLIANCE
ST. LUCIE COUNTY
13QCC
2"X4" SYP STUDS
@ 24"O.C.
SHED OVERALL LENGTH (MAX. 40'-0")
Digitally signed MODUL
0 ORBFo //// by Julio SUPS
'..SO
2323 S. VOLUSIP
N0.38769 _ Orbegoso
�= �Date:_
0 • STATE OF �
,,,��s. ��OR1DP.•'`G\�, 2021.02.09'
1O"A1-IE��� 15:10:26-05'00' MODULAR.
PLANS DESIGN, CO.
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FLOOR PLAN NOTE:
SCALE: 3/8"=T-o° SHEDS TO HAVE MAXIMUM FILE COPY
OF 5 DOORS AND 10 WINDOWS 6�
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
BUNGALOW SHED - HVHZ PE LICENSE #38769
MODULAR PLANS DESIGN, CO.
202 DORIS DRIVE., SUITE 105 OFFICE: 863.688.1054
LAKELAND, FLORIDA FAX. 863.680.7118
33813 COLS®MODULARPLANSCO.COM
2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN # BUNG-HVHZ-20 *** HVHZ APPROVFn
ENDWALL DOOR & WINDOW
6-0" WIDE OR LESS
SCALE: NTS
2"X4" SYP#2 STUDS @ 24" O.C.
2"X4"X60" SYP#2 SISTER STL
ATTACHED W/ 10d COMMON
NAILS @ 4" O.C.
11111' Digitally signed
�`J�,: �1cENSE•:Os'- by Julio
No. 3B769 Orbe oso
=� Date:
' Q '•. STATE OF
2021.02.09
' 'sS ONAL E?G' 15:10:50-05'00'
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OPTIONAL HYDROVENT DETAIL
SCALE: NTS
3"X6" 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
1D DETAIL
(6" MITEK MT20 _
)R EQUIVALENT
"BETWEEN
NT IS SECURED
IS PER
INSTRUCTIONS
0
LO
CODE COMPLIAfur . r_
MM
0
w
2I
- • ROOF
. O.C.
—I
—
�-i--
SEE HEA11
MEND
rf
FLOOR
DECKING
X4" SYP #2
STUDS
@ O.C.
(CONT
40
ALL STUDS SECURED TO SOLE PLATE
AND FLOOR FRAMING W/ SIMPSON
LTS16 STRAP w/ 5 -10d NAILS
ON TOP INTO STUD, SECURING
INTO RIM JOIST ON BOTTOM
W/ 5-10d NAILS (TYPICAL)
A SIDEWALL FRAMING
SCALE: 3/8" = V-0"
L
WALL FRAMING MEMBERS ARE CONTINUOUS FROM�ILE®py
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.
WOOD
OI4FILLER OR (1 RO B) 44'xx4" S U M
2323 S. VOLUSIP
2"X4" SYP#2a.
KING STUD '!
SIDEWALL DOOR & WINDOW (TYP)
SCALE: NTS MODULAR
PLANS DESIGN, CO.
BUNGALOW SHED - HVHZ
MODULAR PLANS DESIGN, CO.
202 DORIS DRIVE., SUITE 105 OFFICE 863.688.1054
LAKELAND, FLORIDA FAX:
863.68B.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.
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William E. Neary, III
I SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
2"X4" SYP#2 SOLE PLATE
2"X6" SYP#2 PERIMETER
11
WALL SHEATHING OPTIONS:
- %s' 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
2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN 4 RI1NG- HVH7-qt7 *** HVH7 APPRnVFf-)
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SKID RUNNER SPACING*
WIDTHS
6'-0"
8'-0"
10'-0"
1 V-8"
13'-8"
A
0'-10"
0'-91,
1'-7"
2'-8"
1'-10.5"
B
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6'-6"
6'-10"
6'-4"
1'-10.5"
*VALUES ARE FROM END OF JOIST TO CENTERS OF
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SKIDS.
---��� TOP LINE ENTCriNEEIlING, LLC
STRUCTURAL ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
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MODULAR PLANS DESIGN, CO.
202 DORIS DRIVE., SUITE 105 OFFICE M.s88.1054
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JULIO ORBEGOSO
FLORIDA
PE LICENSE #38769
2021-02-08 TOP I INF FNGINFFRING APPROVAL PLAN 41 RUN(-,-HVH7-9n *** HVH7 APPRC)VFf) �—
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BUNGALOW SHED - HVHZ PE LICENSE #38769
MODULAR PLANS DESIGN, CO.
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PLANS DESIGN, CO. .-13 COLE@MODULAR LANSCO.COM
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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
I FLOOR JOISTS @ 16" O-C-7
2"X6" PERIMETER
LN
SHED WIDTH
(6'-0", 8'-0", 10'-0", 11'-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),
SISTER STUDS FOR 4'-0"
TYPICAL STUD SPACING 24" O.C. MAX ,FROM ENDWALL
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LSTA12 STRAP w/ 5 -10d NAILS
ON TOP INTO STUD, SECURING
INTO RIM JOIST ON BOTTOM
W/ 5-10d NAILS (TYPICAL)
-A0FTOP LINE ENGINEERING, LLC
STRUCTURAL ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
WALL SHEATHING OPTIONS:
- %6" OSB OR SHEATHING EQUIV. OR BETTER
- CORRUGATED ALUMINUM
B CROSS SECTION 'B' - D4 ALUMINUM SIDING
A5 SCALE. 3/8"=r-0"-Y2"OR5/"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
- - •
MODULAR
PLANS DESIGN, CO.
BUNGALOW SHED - HVHZ
MODULAR PLANS DESIGN, CO.
202 DORIS DRIVE., SUITE 105 OFFICE 863.688.1054
LAKELAND, FLORIDA FAX 863.688.7118
33813 COLE@MODULARPLANSCO.COM
COMPLIANCE
"UNT E
SIMP� PTS12 @ ALL TRUSS
TO HEADER CONNECTIONS.
USE MIN (5) 10d NAIL INTO
TRUSS & (5) 10d NAILS INTO
HEADER.
FILE Copy
2"X4" SOLE PLATE
/- 2"X6" PERIMETER
``11110R8 /,,'
N.. 38769
��0� • STATE OF : • ((/��
Digitally signed by
Julio Orbegoso
Date: 2021.02.09
15:11:50-05'00'
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
PE LICENSE 1138769
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4"X4" P.T. SKIDS ATTACHED W/
SIMPSON H24 OR EQUIVALENT.
SEE TABLE 2 FOR SPACING.
A ENDWALL FRAMING
A6 SCALE: 3/8" = T-O"
TOP LINE ENGINEERING. LLC
STRUCTURAL ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
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SHED WIDTH
(6'-0", 8'-0", 10'-0", 11'-8", 13'-8")
B ENDWALL FRAMING
A6 SCALE: 3/8" = T-0"
(2) 2"X4n
HEADER
SYP#2 BLOCKING
2"X4" SYP#2
SOLE PLATE MAX 36"
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2"X5" MITEK MT20
OR EQUIVALENT
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SHED WIDTH
(6-0", 8'-0", 10'-0", 11'-8", 13'-8")
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SIMPSON H24 OR EQUIVALENT.
SEE TABLE 2 FOR SPACING.
B ENDWALL FRAMING
FILE COP ..... _..........
A6 SCALE: 318" = 1'-0"
CONSULTING ENGINEER
JULIO ORBEGOSO
Digitally FLORIDA
BUNGALOW SHED- HVHZ PE LICENSE #38769
oRaF signed by Julio
JV,•'' ��CENS�c '•, '� MODULAR STRUCTURE FOR: DATE: 02-05-2021
Orbegoso SUPERIOR SHEDS
No. 38769 (877) 439-7433 DRAWN: R.L.G.
Date: 2323 S. VOLUSIA AVE. ORANGE CITY, FL 32763
JOB: SS20-BU-HVHZ
° STATE OF !(/�� 2021 02 09 \� MODULAR PLANS DESIGN, CO.
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