HomeMy WebLinkAboutLetter - Plan Approval�~'# ' LINE ENGINEERIN-,:.LLC
1 STRUCTURAL ENGINEERS
January 20, 2021 MAR 2 9 2022
St. Lucie County
Mr. Thomas Campbell Permittino
Florida Department of Business and Professional Regulation
2601 Blair Stone Road, Building C
Tallahassee, Florida 32399-6563
RE: Plan Approval
Superior Sheds
Plan # BUNG-20
Dear Mr. Campbell,
FILE CC)?",?
Pursuant to the requirements of the Department of Business & Professional Regulation, the above
referenced documents have been reviewed for compliance with:
2020 Florida Building Code, Th Edition
2017 National Electrical Code (NFPA-70)
Florida Product Approval Rule 61 G20-3.006 (FAC)
All mandatory comments have been satisfied and plans are approved for construction by a currently
approved modular building manufacturer.
These documents were reviewed for only what is to be constructed in the factory. Any work
performed at the site, such as the foundation, is under the authority and jurisdiction of the local
Building Official.
Third Party Agency approval in no way alleviates the builder/manufacturer from complying with all
the applicable codes, which may or may not be identified in this review. Approval also does not
preclude the local building official from requiring work be performed that was not previously
reviewed, approved, and constructed under the State of Florida's Manufactured (Modular)
Building Program to make the building, code compliant, for the intended use.
A signed and sealed set of plans are maintained on file with Top Line Engineering, LLC.
If you require my assistance in any way, please do not hesitate to contact me.
Thank you.
Respectfully„
William E. Neary, I
Business Partner
Top Line Engineering, LLC
BILL.TLE@yahoo.com
*** 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.
10649 Oakview Pointe Terrace • Gotha • Florida 34734 • Phone 407- 421-4037 • Projects.TLE@yahoo.com
FL Certificate of Authorization 31785
,C�ETOP LLNE ENGINEEItII' .� .� LLC
STRUCTURAL ENGINEERS
January 20, 2021
Mr. Thomas Campbell
Florida Department of Business and Professional Regulation
2601 Blair Stone Road, Building C
Tallahassee, Florida 32399-6563
RE: Plan Approval
Superlor Sheds
Plan # BUNG-20
Dear Mr. Campbell,
Pursuant to the requirements of the Department of Business & Professional Regulation, the above
referenced documents have been reviewed for compliance with:
2020 Florida Building Code, 7t" Edition
2017 National Electrical Code (NFPA-70)
Florida Product Approval Rule 61 G20-3.006 (FAC)
All mandatory comments have been satisfied and plans are approved for construction by a currently
approved modular building manufacturer.
These documents were reviewed for only what is to be constructed in the factory. Any work
performed at the site, such as the foundation, is under the authority and jurisdiction of the local
Building Official.
Third Party Agency approval in no way alleviates the builder/manufacturer from complying with all
the applicable codes, which may or may not be identified in this review. Approval also does not
preclude the local building official from requiring work be performed that was not previously
reviewed, approved, and constructed under the State of Florida's Manufactured (Modular)
Building Program to make the building, code compliant, for the intended use.
A signed and sealed set of plans are maintained on file with Top Line Engineering, LLC.
If you require my assistance in any way, please do not hesitate to contact me.
Thank you.
Res ectfully,
William E. Neary, I
Business Partner
Top Line Engineering, LLC
BILL.TLE@vahoo.com
*'* 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.
10649 Oakview Pointe Terrace • Gotha a Florida 34734 • Phone 407- 421-4037 • Projects.TLE@yahoo.com
FL Certificate of Authorization 31785
2"xT GALVANIZED WASHER
%+� THREADED ROD
NOTCH OR COUNTERSINK BOLT
WffH�' NUT
OPTIONAL FOR'HIGH SET'
THRU 2x4' BOTTOM PLATE
12 THREADED ROD
1(DGEANC LB) CONCRETE
OPTIONAL FOR "HIGH SET
EYES BOLTEDTOGETHER
WITH Y!32' BOLT S NUT WITH
X-COUPLER
WEDGE ANCHOR INTO SLAB
THRU 2'x4' P.T. BOTTOM PLATE
NT COUPLER
(2)2XT GALVANIZED WASHERS
(SEE TABLE 1 FOR SPACING)
TX/'BOTTOM PLATE NAILED
(2,000LB SHEAR CAPACITY)
4" MIN
TO TXB° P.T. BASE
1J2`XiT FORGED EYEBOLT
4'MIN.
NCRETE SLAB BY
_
OTHERS -'
EYES BOLTED TOGETHER WI 12'Y2'
CONCRETE WEDGE ANCHOR
SIMPSON A-24 THROUGH LOCAL CODES/.T�
♦ERS /
CONCROUGHOCAL
BOLTBNUT VJRH (2)2'Y2'GALVANQED
(SEE TABLE 1 FOR SPACING)
CLIP OR EQUAL ANDJURISDICTION
C
THROUGH LOCAL CODES)
WASHERS(2.000LB SHEAR CAPACITY)
AND JURISDICTION
30' EARTH AUGER ANCHOR
SHED W RH SKID
SHED WITH WO FLOOR' OPTIOM
(SEE TABLE 4 FOR SPACING)
ANCHORED TO CONCRETE
ANCHORED TO CONCRETE
SETUP AND INSTALLATION OF SINGLE WIDE SHED
SETUP AND INSTALLATION OF DOUBLE WIDE SHED
DING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR
IEMENTTo 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 V
4. ANCHOR PLACEMENT IS ESTABLISHED BYTHE WIDTH OF THE BUILDING, HOLES ARE DRILLED
THRU THE 2°X4" BOTTOM PLATE WITH A 12' AUGER BIT. 12' EYEBOLT OR OPTIONAL 11T THREADED
ROD (FOR A'HIGH SET) IS SECURED THRU THE HOLE.
S. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS.
IL IF THE UNIT HAS A FLOOR EITHER A HOLE IS DUG FOR THE 30' AUGER ANCHOR AND
SACKFILLED AND SECURED AS PER THE DETAIL OR A 12' HOLE IS DRILLED INTO THE CONCRETE
1.12" 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 12' WEDGE ANCHOR.
7. IF THE UNIT A WO FLOOR OPTION, ANCHOR WITH 12'X5" WEDGE ANCHOR THRU THE 2W BOTTOM
PLATE
SHED WIDTH I UPLIFT (PLF) I ANCHOR SPAC'G
400
T-G-
13'-B'
280
3'-0"
240
200
T-W
V
160
31-61
11'
120
3'-6
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 RACED 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 NJO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1) )"x4}'
BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER SOLT HOLES ARE
LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. TH0
PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SMT1093 ARE IN PLACE.
4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B).
S. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER THE SUPPORT BRACING IS
REMOVED.
6. ANCHORS ARE NOT REWIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DES IGN TRANSFERS THESE LOADS.
TABLE 2
SKID RUNNER SPACING'
SHED WIDTH
X1
X2
X3
IY-W
1'-1047
11143"-
10'-0"-
8'-0'-
6'1'
10,
51"
-
• VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4-W
NOTES:
1. HOLLOW OR SOLID CONCRETE BLOCKS (6'x8"x16') MAY BE
STACKED ON PADS FOR HIGH SETS UP TO 48' WITHOUT
REINFORCING.
2. ABS PADS REQUIRED ON 11'-F AND 13'41' WIDE SHEDS ONLY.
TABLE 3A
PAD TYPES
PADDIMS
MAXLOAD"
MATERIAL
Tx8"X16'
1778 LBS
4 '
M DSA NIX
FIVPE
4"XTX76"
35DO LBS
16'X16"
3950 L13S
ADS PLASTIC PADS
8'XB'X76"
1900 LBS
ME.TAND SAND M tX
BASED ON 2000 PSF SOIL BEARING CAPACITY (2000 PSF IS TYPICAL)
NOTES:
t. HOLLOW OR SOLID CONCRETE BLOCKS (WxWx1W) MAY BE STACI�D
ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING.
2. A13S PADS REQUIRED ON 11'-8" AND 13'-B" WIDE SHEDS ONLY.
TABLE 3
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE 8 DOUBLE WIDE SHEDS
SHED DESCRIPTION
PAD
MAXIMUM LOAD AND PAD TYPE
SHED WWDTH
TYPE
LW (PLF)
END PAD
MAX. SPACING
END PAD
SIDE RUNNER
PAD TYPE
INTERIOR
PAD
SIDE RUNNER
PAD TYPE
IT-W
SWIDW
4.15/332
0' TO 6-
6-U,
1936 LB
I, II, III, OR IV
1679LB
I. II, 91. OR IV
11'41"
SWIDW
6.001480
0' TOW
6'-0"
255E LB
1, II, NIL OR N
2559LB
I, II, 111. OR IV
SWIDW
5.00/400
W TO 6"
6'-0"
2111 LB
111, IIL OR N
2411LB
I, II, 11, ORIV
�001-40"
SW
4.00/320
0' TO 6'
6'4P
2029 LB
1, II. 111, OR N
2133LB
1. II, III. OR IV
SW
3.60240
0-TOW
V_w
1658 LB
I, IL III, OR N
18MB
1, 11. OL 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 SANE MAXIMUM SPACING FOR INTERIOR SPACING
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
TXT GALVANIZED WASHER
1. BUILDING ANCHORS SHALL BE'MOBILE HONE"TYPE HPA SINGLE HELIX EYE
WITH}¢ 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 PERTABLE4A 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
GRADE
ELEVATED PORTIONS OF SHEDS ON LEVELING BLOCKS.
TYPE I, It. III, OR IV PAD WITH
BLOCKING AS REQUIRE
(SEE TABLE 3)
30"AUGER ANCHOR
(4,725 LB)
INSTALLEDPER MFRS
INSTRUCTIONS EYELET AT
MAXIMUM OF W ABOVE GRADE
CODE INFORMATION
CODE VERSION
FBC, 7TH EDITION
(2020), ASCE-7.16
MANUFACTURER
SUPERIOR SHEDS
BUILDING TYPE
MANUR SHED
CONSTRUCTION
V-e
CODE VERSION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NO. OF STORIES
1
BASIC WIND SPEED
ISO MPH (VIILTI
EXPOSURE
C
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEF.
+/-0.18
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
10 PSF
ROOF LIVE LOAD
20 PSF OR 3OOLBS
FLOOR DEAD LOAD
8 PSF
FLOOR LIVE LOAD
75PSF1125PSF
°R° RATING (WALL, FLOOR. ROOF) '
NIA
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
LESS THAN T20 S.F.
TABLE 4A
3W AUGER ANCHOR SPACING -SINGLE WIDE
SHED WIDTH
LW UPLIFT(PLF)
END ANCHOR-
MAX, INTERIOR SPACING
13'43'
7.00
243
0'4' TO 3'-0°
1014P
1114r
6.00
209
9-01TO3'-0"
10'-0'
10'-0"
EDO
174
0`41TO3'-0'
101-0'
6'-0'
4.00
138
0'-0'TOa-0°
IV-0'
V_w
&GO
104
0'4'TO 3'-0-
10'-0'
TABLE
3T AUGER ANCHOR SPACING
4B
- DOUBLE WIDE
SHED VADTH
LW
UPLIFT (PLF)
END ANCHOR^MAX.
INTERIOR SPACING
2W-W
10.00
400
1 0'41-TOY-0'
I 64-0r
' 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-TOCENIER
3. THE MINIMUM NUMBER F ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER.
ADDITIONAL INTERIOR ANCHORS ARE REWIRED IF SPACING IS MORE THAN 10.41"
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 ENO WALLS AS CLOSE
TO THE SIDE AS POSSIBLE.
GENERAL NOTES:
1. FOUNDATION PLANS ARE NOT PART OF THIS
p•`�.9?• ,icy.
PLAN SET AND ARE GOVERNED BY LOCAL
mn \
JURISDICTION.
2 THIN' BUILDING IS EXEMPT FROM THE FBC
' yl, a •'
ENERGY CONSERVATION CODE PERSECTION
%IhIl E'po
1015 22
3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MCODE.
signed
Digitally51EET
9 IY 9 Y
Julio Orbegoso
Date: 2021.02.01
16.42:51 -05'00'
� MODULAR PLANS DESIGN, CO.
(-1
MODULARE,�N_;;
PLANS DESIGN, CO.
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
PE LICENSE #38769
i
NOT APPROVED FOR HVHZ
STRUCTURAL LOAD LIMITATIONS
WIND LOAD CRITERIA
1. 132 Vasdl170 Vu1t WIND SPEED (MPH)
2. 1 RISK CATEGORY
3. 11 BUILDING CATEGORY
4. ENCLOSED ENCLOSURE CLASSIFICATION
5. GCpI =0.18 INTERNAL PRESSURE COEFFICIENT
5. C EXPOSURE FACTOR
6. 0.85 WIND DIRECTIONALITY FACTOR (Kd)
7. 0.85 GUST RESPONSE FACTOR (Gh)
8. Pr=-93.0 PSF MAIN FRAME STRUCTURE
OVERTURNING LOAD
9. COMPONENT 8: 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: NIA
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
AS ENDWALL FRAMING
A7 SCHEDULES
*- Please note: Any questions regarding local permitting should be directed to the Manufacturer.
The Manufacturer's contact information can be found in the title blockof the plans.
5[1pEF°i1t�3R.
S�1EDS
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 AREAPPROVED FOR RESIDENTIAL LAWN STORAGEONLY
3. THS BUILDING IS EXEMPT FROMTHE FECC PERSECTIONS R101.4.2.4, R4021.
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 SITEINSTALLED PERTHE LOCAL AUTHORITYHAVI NG JURISDICTION AND PERMITTING
REQUIREMENTS.
7, ALL WINDOWSAND DOORSTO MEETTHE MINIMUM SPECIFICATIONSPERTHEAPPROVED PLANSAND THE
FLORIDABUILDING CODE.
8. IN ACCORDANCE W ITH FBC 1609.1.2,'STORAGESHEDSTHATARE NOT DESIGNED FOR HUMAN HABITATION
AND THAT HAVEA FLOOR AREA OF 720 SQUARE FEETOR LESS ARE NOT REQUIREDTO COMPLY WITH THE
MANDATORYWINDBORNE DEBRIS IMPACT STANDARDS OFTHIS CODE',
9, IN ACCORDANCEWITH FBC 1010.1.1, EXCEPTION(ID.) BUILDINGS THATARE400 SQ-FTOR LESS AND THAT
AREINTENDED FORUSEIN CONJUNCTION WITHONE-AND TWO-FAMILY RESIDENCES ARENOTSUBJECTTO
THE DOOR HEIGHTAND WIDTH REQUIREMENTSOF THIS CODE STRUCTURES 400 SO-FTOR MORE SHALL
HAVEAN BD' MINIMUM DOOR.
10. IN ACCORDANCE WITH FLORIDASTATUTE553.80 (1)D, LAWN STORAGE BUILDINGS AND STORAGESHEDS
BEARING THE INSIGNIA OF APPROVALOF THE DEPARTMENTARE NOT SUBJECTTO 553.842(FLORI DA
PRODUCTAPPROVALS) BUT SHALL MEET THE DESIGN WIND LOAD REQUIREMENTS OF THE 2020 FBC 7TH
EDITION.
11. FLAT METAL STRAPS CAN BE BENTAROUND STRUCTURAL MEMBERS OF WALL STUDS,TRUSSES,
CHORDS, ETC.TO HELP SECURE THESE MEMBERS,PROVI DED THATTHEADDED BEND DOES NOT
INTERFERE WITHANY OF THE EXISTING BREAKSIBENDS IN THE STRAP.
12 AS PER FBC SECTION 1626.1 EXCEPTION(F): STORAGE SHEDSTHATARE NOT DESIGNED FOR HUMAN
HABITATIONAND THATHAVEA FLOORAREAOF LESSTHAN 720 SQUARE FEETOR LESSARE NOT REQUIRED
TO COMPLY WITH THE MANDATORYWINDBORNE DEBRIS IMPACTSTANDARDS OF THIS CODE
13. COMPONENTSICLADDING ARE IN COMPLIANCE WITH THE 2020 FBC 7TH EDITION.
14. SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY W ITH THE LOCAL FLOOD ZONE REGULATIONS.
15. IFA WALL IS FRAMEDFOR FUTURE HVAC UNITSTHATSHALL BE APPROVED BY THEAHJ AND SHALL
COMPLYWITH LOCAL REQUIREMENTS FOR PERMITTING.
16. WINDOWSAND DOORS INSTALLED BY THECUSTOMER THATSHALL BEAPPROVED BY THEAHJ AND
SHALL COMPLYWITH LOCAL REQUIREMENTS FOR PERMITTING.
17. HVHZ COMPONENTS FOR SHEDS REQUIRE THAT INSTALLATION PER MANUFACTURER'S INSTRUCTIONS.
DESIGN PRESSURES
DOORS: +1- 20 PSF
WINDOWS: N-40.10PSF
NOT APPROVED FOR HVHZ
LISTING AGENCY APPROVAL: TOP LINE ENGINEERING, U.C.
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
CONSTRUCTION TYPE
V-6
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/FTMAX.
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
HVHZ APPROVED
NO
I TOP LINE ENGINEERING, LLC
�(�'. TOPLINE ENGINEERING,.
-jam STRUc'NRAL ENGINEIR
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 STRUCTURE FOR:
SUPERIOR SHEDS
(877)439-7433
2323��S,,. VOLUSIA AVE. ORANGE CITY, FL32763
MODULAR PLANS DESIGN, CO.
MODULAR
PLANS DESIGN, CO.
2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN # BUNG-20 - NOT HVHZ APPROVED
JUI10
Orbego
2021.01
las 0
°N^�E 09:030
DATE: 01-19-2021
DRAWN: R.L.G.
JOB: SS20-BU-NO14H
SHEET NO.
C1
CEILING J-BOX
NE
-- —
— —
--
SOURCE I
1
N
I
LINE
I
I
I
I
�
I
N
11
LOAD
J
- - - _
L°
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 121N. 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 W1 %" #8 HEX WASHER SELF DRILLING
SCREWS @ 4" ON EDGE & 6" IN FIELD
F
117
2"X4" SYP#2 STUDS @
24" O.0 W/ SISTER IDS._/
4-0" FROM ENDWALL
J
m
0
o
�
r
-
o
_
a-
3R
A
w o
A6
o
�9
o0
2°X4" SYP STUDS
@ 24"O.C.
B
A5
SHED OVERALL LENGTH (MAX.40'-0")
NO I E: SHOWN I5 1 HE 10'-U" X ZU'-U" VV16'-U" PORCH UPI ION
.T PLINEE GINEERING_L_LC
A STRUCTURAL E 4'INEERS
William E. Neary, III
SMP-51, SMI-79, ]CC 5185040
10649 Oakvlew Pointe Terrace
Gotha, Florida 34734
FLOOR PLAN NOTE:
SCALE--318 1W 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, FL32763
MODULAR PLANS DESIGN, CO.
MODULAR
PLANS DESIGN, CO.
LINE ENGINEERING APPROVAL PLAN # BUNG-20 *" NOT HVHZ APPROVED
IJUlIO
DATE: 01-19-2021
Orbego
DRAWN: R.L.G.
a xra'SO" 2021.01.
JOB: SS20-BU-NONH
SHEET NO.
0903:5
-05'
Al
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.
3'X6"MITEK MT20
OR EQUIVALENT
r
'X4•SYP#2BOTTOM LA4'SYP #2 HEADER
P #2 JACK STUD
P#2 KINGSTUD
4"X4" HEADER DETAIL
SCALE NTS
SISTER STUD DETAIL
SCALE NTS
OPTIONAL HYDROVENT DETAIL
SCALE: NTS----------- ----
3"X6" MITEK MT20 _
OR EQUIVALENT
OR 16'X4" BETWEEN
TUDS. VENT IS SECURED
2"X4"SYP#2
ROOF
TRUSSES
•i
I
I
T
Nil
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2-!X4"
SYP
D S
O.C,I
•
ALL STUDS SECURED TO SOLE PLATE
AND FLOOR FRAMING W/SIMPSON
H8 TWIST STRAP w/ 4-10d NAILS
ON TOP INTO STUD, SECURING
INTO RIM JOIST ON BOTTOM
W/ 4-10d NAILS (TYPICAL)
(2) 2'X4' Wl 112' PLYWOOD
OR OSS RLLER OR (1) 4-x4"
2'%4" SYP#2
KING STUD
SIDEWALL----DOOR & -WINDOW-- , ,
-----------
SCALE NTS
— ENDWALL
William E. Neary, III
SNIP-51, SMI-79, ICC 5185040
1DE49 Oakview Pointe Terrace
Gotha, Florida 34734
2"X4" SYP#2 SOLE PLATE
I
2"X6" SYP#2 PERIMETER
J WALL SHEATHING OPTIONS:
- %E" OSB OR SHEATHING EQUIV. OR BETTER
CORRUGATED ALUMINUM
D4 ALUMINUM SIDING
e SIDEWALL FRAMING -Yz"OR%"T1-1ISIDING
A2 SVIE3W-T-V JAMESHARDIEPANEL OREQUIV.
JAMES HARDIE HORIZ SONG LAP OR EQUIV.
29 GA CORRUGATED STEEL METAL SIDING
NOTE:
WALL FRAMING MEMBERS ARE CONTINUOUS FROM (RUN ANY DIRECTION)
FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A THERMO-PLY BLUE (0.135 THICK)
CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE W/ VINYL SIDING
NOT CONTINUOUS, SHEET METAL CLAMPS, TIES, OR CLIPS CONSULTING ENGINEER
SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS
THAN 0.040" NOMINAL THICKNESS. JULIO ORBEGOSO
FLORIDA
BUNGALOW SHED PE LICENSE #38769
MODULAR STRUCTURE FOR: DATE: 01-19-2021
SUPERIOR SHEDS Julio
(877)439-7433 DRAWN: R.L.G.
2323 S. VOLUSIA AVE. ORANGE CITY, FL32763 ,,o oE�-.,Orbego o
MODULAR PLANS DESIGN, CO. = 2021.01. JOB: SS20-BU-NONH
=po., rc O SHEET NO.
a ,!<
� RpBY
;- 'StONAtti 09:04:0 A2
MODULAR
PLANS DESIGN, CO.
ROVAL PLAN # BUNG-20 — NOT HVHZ APPROVED
NOTE:
WALL FRAMING MEMBERS ARE CONTINUOUS FROM (RUN ANY DIRECTION)
FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A THERMO-PLY BLUE (0.135 THICK)
CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE W/ VINYL SIDING
NOT CONTINUOUS, SHEET METAL CLAMPS, TIES, OR CLIPS CONSULTING ENGINEER
SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS
THAN 0.040" NOMINAL THICKNESS. JULIO ORBEGOSO
FLORIDA
BUNGALOW SHED PE LICENSE #38769
MODULAR STRUCTURE FOR: DATE: 01-19-2021
SUPERIOR SHEDS Julio
(877)439-7433 DRAWN: R.L.G.
2323 S. VOLUSIA AVE. ORANGE CITY, FL32763 ,,o oE�-.,Orbego o
MODULAR PLANS DESIGN, CO. = 2021.01. JOB: SS20-BU-NONH
=po., rc O SHEET NO.
a ,!<
� RpBY
;- 'StONAtti 09:04:0 A2
MODULAR
PLANS DESIGN, CO.
ROVAL PLAN # BUNG-20 — NOT HVHZ APPROVED
� RpBY
;- 'StONAtti 09:04:0 A2
MODULAR
PLANS DESIGN, CO.
ROVAL PLAN # BUNG-20 — NOT HVHZ APPROVED
�a
SKID RUNNER SPACING*
WIDTHS
6'-0"
81-0"
10'-0"
1T-8"
13'-8"
A
0'-10°
1 0'-9°
T-7°
1 2'-8°
V-10.5"
B
51"
6' 6"
6'-10"
6'-4"
V-10.5"
C
-
-
1'-10.5"
'VALUES ARE FROM END OF JOIST TO CENTERS OF
(2) 4"X4° SKIDS ONLY. 13'-8" WIDE SHEDS HAVE (4)
SKIDS.
�Z LOP INF ENGINEERING L_L_C
�"t. STRU(.TUM—L ET7GINEEII
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
FLOOR SHEATFONG 2-112• X 1/2•
THRU-BOLT -
2"x6" CONTINUOUS
P.T. FLOOR JOIST
ii
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4-1/2" X V2-
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FLOOR JOIST TO SKID CONNECTION
SCALE NTS
SHED OVERALL LENGTH (MAX. 40'-0")
SPACING
2 FOR
P.T. • •
QUANTITY
EQUIV.��.'
&
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%° P.T. PLYWOOD
%"T&G
- %" P.T. T&G
CONSULTING ENGINEER
JULIO ORBEGOSO
1 112' FLORIDA
NOTCH BUNGALOW SHED PE LICENSE #38769
MODULAR STRUCTURE FOR: DATE: 01-19-2021
SUPERIOR SHEDS Julio
(877)439-7433 Orbego o DRAWN: R.L.G.
2323 S. VOLUSIA AVE. ORANGE CITY, FL 32763 `a oReE� ••,,,
��ro :2021.01. JOB: SS20-BU-NONH
MODULAR PLANS DESIGN, CO. =*
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/ONPIEN, 09:04:2
MODULAR W nµ -0510 ' A3
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NOTE: INSTALLATION FOR ALL ROOF
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William E. Neary, III
SMP-51, SMI-79, ICC5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
PE LICENSE #38769
09:04:3 A
MODULAR '� �; � I -05'0
PLANS DESIGN, CO. Aw'
BUNGALOW SHED
MODULAR STRUCTURE FOR:
SUPERIOR SHEDS
(877) 439-7433
2323 S. VOLUSIAAVE. ORANGE CITY, FL32763
MODULAR PLANS DESIGN, CO.
I-U I-'LU IVY LINt tNGINttKING AF'YkUVAL PLAN it BUNG-'LU {" NU I HVHL AI'f'IZUVtD
DATE: 01-19-2021
Julio
OrbeCjo DRAWN: R.L.G.
202�.0�. JOB: SS20-BU-NONH
0 SHEET NO.
MIN. 3:12
MAX. 8:12
MM
2"X4" SYP#2 COLLAR�TIE
F
2"X5" MITEK MT20
OR EQUIVALENT
U
W
W
'N
2"X4" SYP 92 STUDS
_
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0
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=
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X
FLOOR DECKING (CONT.)
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SHED WIDTH
(6'-0", 8'-0", 10'-0",
CROSS SECTION 'A'
A5 SMALE: a- v- .
NOTE:
2"X,I 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.
2"X4" ROOF TRUSSES
@ 24" O.C.
2"X4" SOLE PLATE
2")(6" PERIMETER
SISTER STUDS FOR 4'-0'
,FROM ENDWALL (TYP),
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AND FLOOR FRAMING W/ 0.039" J/
0 MM)x12" STRAP w/ 4 -10d NAILS /s° OSB OR SHEATHING GATE OR BETTER
ON TOP INTO STUD, SECURING � CORRUGATED ALUMINUM
e CROSSSECTION B D4 ALUMINUM SIDING
INTO RIM JOIST ON BOTTOM A5 scnLe y= ro� � -Yz" OR s/° T1-11 SIDING
W/ 4-10d NAILS (TYPICAL) 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) CONSULTING ENGINEER
W/ VINYL SIDING JULIO ORBEGOSO
FLORIDA
BUNGALOW SHED PE LICENSE #38769
MODULAR STRUCTURE FOR: DATE: 01-19-2021
SUPERIOR SHEDS Julio
(677)439-7433 DRAWN: R.L.G.
TOP LINF. ENGINEERING_GLC 2323 S. VOLUSIA AVE. ORANGE CITY, FL 32763 " oRef� OrbegO
STI:UCfUW1L CN INEE115 - a••��J��""�''�sp-,�
2021.01.2 JOB: SS20-BU-NONH
William E. Neary, III A.J MODULAR PLANS DESIGN, CO.
S 0649 O kview , Pointe
5185040
0 SHEET NO.
10649 Oakview Pointe Terrace
9,N^ 09:04:52 A5
Gotha, Florida 34734
MODULAR �.m.° '� °��;, -05'0 '
PLANS DESIGN, CO.
2U21-U I-ZU IUP LINE ENGINEERING APPRUVAL PLAN # BUNG-2U — NOT HVHZ APPROVED
MIN. 3:12
MAX. 8:12
#2
2"X5" MITEK MT20
OR EQUIVALENT
SHED WIDTH
(6'-0", 8'-0", 10'-0", 11-8", 13'-8")
4"X4" P.T. SKIDS ATTACHED W/
SIMPSON H24 OR EQUIVALENT.
SEE TABLE 2 FOR SPACING.
A ENDWALL FRAMING
A6 SCALE:31&=1'V
SHED WIDTH
(6'-0", 8'-0", 10'-0", 11'-8",
ENDWALL FRAMING
A6 SCALE: 3/3"=1'-0"
ROOF TRUSSES MIN. 3:12
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A" SYP 92 STUDS
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(2) 2"X4"
HEADER
SHED WIDTH
4"X4" P.T. SKIDS ATTACHED W/
SIMPSON H24OR EQUIVALENT.
SEE TABLE 2 FOR SPACING.
ENDWALL FRAMING
A6 SCALE: 31W-1.0•
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
BUNGALOW SHED PE LICENSE #38769
h MODULAR STRUCTURE FOR: DATE: 01-19-2021
SUPERIOR SHEDS Julio
d (877)439-7433 g DRAWN: R.L.G.
3 ^D T r u • eN I EE2.NG. gc 2323 S. VOLUSIAAVE.ORANGE CITY, FL 32763 o gRf ,,,, Orbe O O
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STRUCTURAL[NGINE02
William E. Neary, III
SMP-51, SMI-79, ICC 518SO40
10649 Oakview Pointe Terrace
Gotha, Florida 34734
BUNGALOW SHED
MODULAR PLANS DESIGN, CO.
MODULAR
PLANS DESIGN. CO.
✓AL PI AN # RUNC�-20 *** NC�T HVH7 APPRC�VFI'1
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
PE LICENSE #38769