HomeMy WebLinkAboutEngineeringRECEMD
Elands MAY fl:
D,�artmentofBush 8 2021 FL4 ManufacturedBuildingProgmm
2601 BlairStoneRoad
W_ �t I'fOft'SSIOfti3l �2gtJ 3ti0 1 Permltdng Department Tallahassee. Florida3239a i4772
St. Lucle County Phone: 350.497.16^24•Fax 350.414.9436
Halsey Beshears, Secretary
August 07, 2019
Alex Martens
Superior Sheds, Inc.
2323 S. Volusia Ave
Orange City, FL 32763
RE: Manufacturer Certification, ID MFT-113; Expiration Date: August 07, 2022
Dear Alex Martens
Ron DeSantis, Governor
It is my pleasure to inform you that Superior Sheds, Inc., located at 2323 S. Volusia Ave, Orange
City, FL 32763, has been approved under the Manufactured Buildings Program, as provided for
under Chapter 553, Part I, Florida Statutes, to manufacture Storage Sheds, Manufactured
Buildings for installation in Florida.
Construction or modification on a manufactured building cannot begin until the Third Party
Agency has approved the plans in accordance with the current Florida Building Code. Your Third
Party Agency is a contractor for the Department and has statutory authority and responsibilities
that must be met to maintain approved status. You may expect and demand quality plans
review and inspections.
Each Code change will make your plans obsolete until they have been reviewed, approved and
indicated [on the cover page of the plans] for compliance with the Code by your Third Party
Agency for plans review. Please ensure that your plans are in compliance and are properly
posted on our website. All site -related installation issues are subject to the local authority
having jurisdiction.
The Department's contractor will make unannounced monitoring visits at least once each year.
You must grant complete access to your manufacturing facility and records to remain in
compliance with the rules and regulations of this program.
Your certification is approved for three years from this date. You will receive a renewal notice by
Email generated by the BCIS (www.floridabuildina.org) for online renewal. If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436.
Please visit our website at www.floridabuilding.org to see valuable information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local
building permits.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
cc:Top Line Engineering, LLC
2'x2' GALVANIZED WASHER
WITH Y�'NUT Ya'THREADED ROD NOTCH OR COUNTERSINK BOLT
OPTIONAL FOR'HIGH SET' 112'x5' (400 LB) CONCRETE THRU 2'x4' BOTTOM PLATE 712' THR Eb ROD
EYESBOLTEDTOGETHER WEDGEANCHORINTO SLAB OPTIONAL FO HIGH SET
WITH Y,'x2' BOLT & NUT WITH Xa• COUPLER THRU 2'x4' P.T. BOTTOM PLATE
(2) 21x2' GALVANIZED WASHERS (SEE TABLE 1 FOR SPACING) 2'x4' BOTTOM PLATE NAILED 12' COUPLER
(2.000 B SHEAR CAPACITY)' 4'MIN. TO 2'x6' P.T. BASE
1/2'xl2' F RGED EYEBOLT
I V._ 4"MIN.
)4'x 3' (400 LB) • C NCRETE SLAB BY OTHERS EYES BOLTED TO ETHER WI 1129Q'
SIMPSON A-24 THROUGH LOCAL CODES BOLT & NUT WITH (2 '.2'GALVANIZED
CONCRETE WEDGE ANCHOR CONCRETE SLAB BY OTHERS
CLIP OR EQUAL AND JURISDICTION WASHERS .(2,000LBCAPACITY)
(SEE TABLE 1 FOR SPACING) THROUGH LOCAL CODES
AND JURISDICTION 30' EARTH�ER
ER ANCHOR
BRED WITH SKID. SHED WITHWO FLOOR'OPTION' (SEE TABLER 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 112' 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 RAS A FLOOR EITHER A HOLE IS DUG FOR THE 30' AUGER ANCHOR AND
SACKFILLED AND SECURED AS PER THE DETAIL OR 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 1l2- WEDGE ANCHOR.
7. IF THE UNIT AND FLOOR' OPTION, ANCHOR WITH 112-X5- WEDGE ANCHOR THRU THE 2'x4' BOTTOM
PLATE
TABLE 1
ANCHORING TO CONCRETE
SHEDWIDTH
UPUFT(PLF)
ANCHORSPAC'G
2U-X
400
3'-6'
IN-81
280
3'-0'
111A'
240
3'-0'
10'-0'
200
Y-8'
F-W
1 120
3'-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 ONCETHE
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 M
FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)}'
BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES AR
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 P C
4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE4B).
S. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACI
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'
SHEDWIDTH
X1
X2
X3
13'A'
1'-10;'
1'-l*
1'-101'
I T-B"
2'-8'
6'-0'
-
10'-0'
1'-T
6'-10'
-
B'•0'
9'
6'-6'
-
8'-0'
10,
51'
-
- VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4-X4'
NOTES:
1. HOLLOW OR SOLID CONCRETE BLOCKS (8-xB'x16-) MAY BE
STACKED ON PADS FOR HIGH SETS UP TO 48' WITHOUT
REINFORCING.
2. ABS PADS REQUIRED ON I V-8' AND 13'•8' WIDE SHEDS ONLY.
TABLE 3A
PAD TYPES
TYPE
PAD DIMS
MAX LOAD'
MATERIAL
I
2'x8'X76'
1778 LBS
CEME AND SAND MIX
11
4'x8'X16'
3500 LBS
CEMENT ND SAND MIX
III
16'X16'
3B50 LBS
ABSPLASTICPADS
IV
6'XB'X16'
1900 LBS
CEMENT AND S AND MIX
GENERAL NOTES 8 SPECIFICATIONS FOR AUGER ANCHORS
ZED WASHER 1. BUILDING ANCHORS SHALL BE 'MOBILE HOME' TYPE .HP-1 SINGLE HELIX EYE
NUT 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
GRAD THREADED ROD (OR STRAPS WITH EQUAL OR GREATER STRENGTH) FOR
ELEVATED PORTIONS OF SHEDS ON LEVELING BLOCKS.
TYPE I, 11, III, OR IV PAD'
BLOCKING AS REQUIRE
(SEE TABLE 3)
30-AUGER'ANCHOR
(4,725 LB)
INSTALLED PER MFRS
INSTRUCTIONS. EYELET AT
MAXIMUM OF W ABOVE GRAf
11 CODE VERSION / FBC; 7TH EDITION 11
TABLE 4A
3W AUGER ANCHOR SPACING • SINGLE WIDE
SHED WIDTH
LW'
UPLIFT (PUP)
END ANCHOR"
MAX. INTERIOR SPACING
13'•B'
7.00
243
D'-0' TO 3'-W
10'-0-
111-e'
0.00
208
V-O' TO 3'-0'
10'-0'
5.00
174
D'-0-TO 3'-0'
101-0'
r 8'-0-
4.00
138
0'-0' TO 3'-0'
10141'
6'-0'
3.00
104
0'-0' TO 3'•0-
10'-0'
TABLE 4B
3D' AUGER ANCHOR SPACING • DOUBLE WIDE
SHED WIDTH
LW'
UPLIFT(PLF) END ANCHOR^MAX.
INTERIOR SPACIN
20'-0'
10.00
4D0 0'-0' TO 3'-V
1 61A'
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.
IADDITIONAL INTERIORANCHORS ARE REQUIRED IF SPACING IS MORETHAN 10'-0'
BETWEEN ANCHORS.
d. 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.
FIRE SUPPRESSION SYSTEM NONE
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
OCCUPANCY STORAGE
ALLOWABLE NO. OF STORIES 1
BASIC WIND SPEED 1B0 MPH (VULT)
EXPOSURE C
ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEF. N-O.iB
BASED ON 200D PSF SOIL BEARING CAPACITY (2000 PSF IS TYPICAL) ROOF DEAD LOAD
NOTES: ROOF LNE LOAD
1. HOLLOW OR SOLID CONCRETE BLOCKS (8-xB-xlW) MAY BE STACKED FLOOR DEAD LOAD
ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING. FLOOR LIVE LOAD
2. ABS PADS REQUIRED ON 11'-0' AND IY-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' (PUP)
END PAD
MAX. SPACING
END PAD
S1DE RUNNER
PAD TYPE
INTERIOR
PAD
SIDE RUNNER
PAD TYPE
13'-0'
SWIDW
4.161332
0' TO 6'
61-0'
1936 LB
I, 11. III, OR N
1879LB
I, II, III, OR IV
1 P-8'
SWIDW
6.001480
0' TO B'
6'-0'
2558 LB
1, U. III, OR IV.
2558LB
I, 11, III, OR IV
101-0'
SWIDW
5.001400
O' TO 6'
6'-0'
2400 LB
I, II, III, OR IV
2400LB
I, If. III, OR IV
B'-0'
SW
4.001320
0' TO 6'
6'-0'
2029 LB
I, II, III, OR IV
2133L8
I, II, III, OR IV
6'-0'
SW
3.001240
0' TO 6'
B'-0'
1 1658 LB
I, II. III, OR IV
1866LB
1, 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
MODULAR
PLANS DESIGN, CO.
B PSF
75 PSF 1125 PSF
WA
MODULAR PLANS DESIGN, CO.
Digitally signed by
Julio Orbegoso
Date: 2021.02.01
16:42:51-05'00'
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
PE LICENSE #38769
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 71h 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
wlndborne 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.
T` TOP LINE ENGINEERING LLC
STRUCTURAL ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
¢lW
2323 S. VOLUSIA AVENUE
ORANGE CITY, FLORIDA 32763
(877) 439-7433
I LISTING AGENCY APPROVAL: TOP LINE ENGINEERING, LLC. I
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 SO/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)
H-40.10 PSF
DIP INFO PROVIDED BY MANUFACTURER
STRUCTURAL LOAD LIMITATIONS
WIND LOAD CRITERIA
1. 132 Vasd/170 Vult WIND SPEED (MPH)
2. I RISK CATEGORY
3. II BUILDING CATEGORY
4. ENCLOSED ENCLOSURE CLASSIFICATION
5. GCpI = 0.18 INTERNAL PRESSURE COEFFICIENT
5. C EXPOSURE FACTOR
6. 0.85 WIND DIRECTIONALITY FACTOR (Kd)
7. 0.85 - GUST RESPONSE FACTOR (Gh)
8. Pr=-93.0 PSF MAIN FRAME STRUCTURE
OVERTURNING LOAD
9. COMPONENT & CLADDING LOAD
(ROOF)
Pr = ZONE 1: -35.63 PSF, ZONE 2: -35.63 PSF, ZONE 3: -65.26 PSF
(WALL)
PAP= 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
BUNGALOW SHED -HVHZ
Digitally '
*" Please note: Any questions regarding local permitting should be directed to the Manufacturer.
The Manufacturer's contact Information can be found fmfhe title block of the plans.
„"""""'
o oneeo'"
o�'wa" s':-
signed by Julio
( MODULAR PLANS DESIGN, CO.
--- -----
_ P :
Orbegoso
APPROVED FOR HVHZ
'- �4v .2021.02.09
Date:
-'
MODULAR
-05'00'
a,"a
PLANS DESIGN, CO.
2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN # BUNG-HVHZ-20 *** HVHZ APPROVED
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
PE LICENSE #38769
CEILING J-BOX
SINGLE POLE NEUTRAL 15 AMP G.F.I.
SWITCH OUTLET
ELECTRICAL NOTES & OPTIONS:
-AS PER NEX ARTICLE 330.30(B) SECURING OF MC TYPE
CABLE. UNLESS OTHERWISE PROVIDED, CABLES SHALL BE
SECURED AT INTERVALS NOT EXCEEDING 6FT. CABLES
CONTAINING FOUR OR FEWER CONDUCTORS SIZED NO
LARGER THAN 10 AWG SHALL BE SECURED WITHIN 12 IN. OF
EVERY BOX, CABINET, FITTING, OR OTHER CABLE
TERMINATION.
ALL WIRING SHALL BE 14 GAUGE 3-WIRE MC CABLE.
ENCASE IN ALL METAL BOXES.
MAXIMUM NO. OF OUTLETS: • 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: %" PLYWOOD
4. MIN. WALL SHEATHING: D4 ALUMINUM SIDING
NOTE:
23" SECTIONS OF 29GA CORRUGATED METAL SIDING
FASTENED W/ %" #8 HEX HEAD w/ WASHER SELF
TAPPING SCREWS @ 6" ON EDGE & 12" IN FIELD.
F__
1\ w J
J Oi
Z 0
Z m o
B a
A6 wo xw"
Off?
t 22
L__
2"X4" SYP#2 STUDS @
24" O.0 W/ SISTER STUDS.
4-0" FROM ENDWALL
°Q
O�
�q'
w o
A
A6
U) a.
zo
4
2"X4" SYP STUDS
@ 24"O.C.
A5
SHED OVERALL LENGTH (MAX. 40'-0")
NOTE: SHOWN IS THE 10'-O" x 20'-0"
- T OP LWUCTURALE ENGINEERING LLC
RE GINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
IIII HIII/, Digitally signed
NO.OR8,G0 ,,
`� J�!,•• UIGENSF '•• LS by J u l io
No. 38769 : Orbegoso
Date:
�0•, STATE OF 4U
F '•.F(ORIOP.••'G\� � 2021.02.09
i O :
I1 NA110,\ 15:10:26-05'00'
FLOOR PLAN NOTE:
SCALE: 3/8-T-0• SHEDS TO HAVE A MAXIMUM
OF 5 DOORS AND 10 WINDOWS .
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
BUNGALOW SHED - HVHZ PE LICENSE #38769
MODULAR PLANS DESIGN, CO.
MODULAR
PLANS DESIGN, CO.
P LINE ENGINEERING APPROVAL PLAN # BU
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.
"'oRa" • Digitally signed
by Julio
Date:
1 S � .02.005'DD'
4"X4" HEADER DETAIL
SCALE:NTS
4g,FRO
MFNawgt(
SISTER STUD DETAIL
SCALE: NTS
OPTIONAL HYDROVENT DETAIL
SCALE:NTS
WX6" MITEK MT20 _
OR EQUIVALENT
OR 16"X4" BETWEEN
iUDS. VENT IS SECURED
2"X4" SYP#2
ROOF
TRUSSES
@ 24" O.C.
12" MAX.
VARIES
ER
VARIES
SEE HEA1
DETAIL
W
-7
FLOOR
DECKING
CONT.)
2"X4"
SYP #2
STUDS
@ 24' Q.C.
4"X4" P.T. SKID (CONT.)
HED LENGTH (MAX. 40'-0")
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
A SIDEWALL FRAMING
W/ 5-10d NAILS (TYPICAL)
/�2 SCALE: 3/8'-T-T
(2) 2"X4" W/ 1W PLYWOOD _
OR OSB FILLER OR (1) 4"A"
2"X4" SYP#2
KING STUD
SIDEWALL DOOR & WINDOW (TYP)
SCALE: NTS
rl viffelfa91.1
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.
— ENDWALL
SIMPSON LTS12 @ ALL TRUSS
_TO HEADER CONNECTIONS.
USE MIN (5) 10d NAIL INTO
TRUSS & (5) 10d NAILS INTO
HEADER.
� � £545410EkItP,S781L'�
William E. Neary, III
5MP-51, SMI.79, ICC 5185040
10649WW1—P"ImeTe .
Gotha, R"dda 34T34
2"X4" SYP#2 SOLE PLATE
2"X6" SYP#2 PERIMETER
WALL SHEATHING OPTIONS:
%e' OSB OR SHEATHING EQUIV. OR BETTER
CORRUGATED ALUMINUM
D4 ALUMINUM SIDING
-Y2" OR a" 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
BUNGALOW SHED - HVHZ PE LICENSE #3B769
MODULAR PLANS DESIGN, CO.
MODULAR
PLANS DESIGN, CO.
SKID RUNNER SPACING*
WIDTHS
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8'-0"
10'-0.
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*VALUES ARE FROM END OF JOIST TO CENTERS OF
(2) 4"X4" SKIDS ONLY. 13'-B" WIDE SHEDS HAVE (4)
SKIDS.
,SIM LINE ENGINEGINEERSERING LLC
STRUC7URAL EN
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?�o�•.• STATE OF :`40 JULIO ORBEGOSO
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JULIO ORBEGOSO
FLORIDA
PE LICENSE #38769
MIN. 3:12
MAX. B-12
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William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
MCI
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BUNGALOW SHED - HVHZ
MODULAR PLANS DESIGN, CO.
II1
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ENDWALL
SIMPSON LTS12 @ ALL TRUSS
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USE MIN (5) 10d NAIL INTO
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Digitally signed by
Julio Orbegoso
Date: 2021.02.09
15:11:50-05'00'
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
PE LICENSE #3B769
MIN. 3:12
MAX. 8:12
S P #2
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OR EQUIVALENT
SHED WIDTH
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SEE TABLE 2 FOR SPACING.
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eENDWALL
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STRUCTURAL ENGINEEILS Digitally FLORIDA
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=2323 S. VOLUSIA AVE. ORANGE CITY, FL 32763
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JOB: SS20-BU-HVHZ
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2021.02.09
-4Try, TOP LINE ENGINEERING LLC
, STLI-` AL ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakvlew Pointe Terrace
Gotha, Florida 34734
BUNGALOW SHED -HVHZ
MODULAR PLANS DESIGN, CO.
MODULARBBB'm
PLANS DESIGN, CO.
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
PE LICENSE #38769