HomeMy WebLinkAboutEngineering bo�%
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Professional Regulation Tailahassee,Florida3239MT72
Phone:550.457.1 S24•Fax 85'J.41d.S43o
W
Halsey Beshears, Secretary R=NEo Ron DeSantis, Govemar
MAY 1.0 1
August 07,2019 V
�ermittingDep�r"�K�
St.LUC18 C0
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
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.floridabuilding.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.floridabuildina.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 ER GENERAL NOTES 8 SPECIFICATIONS FOR AUGER ANCHORS
H&NUT &THREADED ROD 'NOTCH OR COUNTERSINK BOLT
OPTIONAL FOR'HIGH BE THRU 2'x4'BOTTOM PLATE 12'THREADED ROD 2'x2'GALVANIZED WASHER 1. BUILDING ANCHORS SHALL BE'MOBILE HOME'TYPE HP-1 SINGLE HELIX EYE
11DGE(400 LB)CONCRETE OPTIONAL FOR*HIGH SET' WITH&NUT AUGER ANCHORS BY HOME PRIDE OF BRISTOL,VA.OR EQUIVALENT.AVERAGE
J7_EYES LTED TOGETHER WEDGE ANCHOR INTO SLAB
WITHY3' 'BOLT 6 NUT WITH 'COUPLER THRU 2'x4'P.T.BOTTOM PLATE HOLDING STRENGTH IS NOT LESS THAN 4,726 LBS.
(2)2k2'GA VANIZED WASHERS (SEE TABLE 1 FOR SPACING) 2k4'BOTTOM PLATE NAILED 112'COUPLER 2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER).
LOCATE ANCHORS PER TABLE 4A OR4B.
(2,000 SHEAR CAPACITY) 4'MIN. T02kB'P.T.BASE w 3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE
% • 3 _ 4 MIN. 1125c12•FORGED EYEBOLT (FLOOR SYSTEM)AND ATTACHED TO ANCHOR THESE CAN BE EXTENDED WITH
THREADED ROD(OR STRAPS WITH EQUAL OR GREATER STRENGTH)FOR
•C NCRETE BY OTHERS " ' EYES BOLTED TOGETHER Wl 112-x2' •x GRADE
'z 3'(400 LB) ELEVATED PORTIONS OF SHEDS ON LEVELING BLOCKS.
CONCRETE W EANCHOR CUP
EQUAL
THROUGH CAL CODES /fit BOLTS NUT WITH(2)2'z2'GALVANIZED
CONCRETE SLAB BY OTHERS / TYPE.
N III,OR IV PAD WITH
(SCF_TeW FO PACING) CLIP OR EQUAL AND) DICTION THROUGH LOCAL COD ES WASHERS(2,ODOLB SHEAR CAPACITY) ' BLOCKING AS REQUIRE
IIC{,tIVCIJ AND JURISDICTION - (SEE TABLE 3)
TABLE4A
SHED WITH SKID 3D'FARTH AUGERANCHOR 30'AUGER ANCHOR SPACING-SINGLE WIDE
MAY 18 2021 ETE SHED WITH'NO FLOOR'OPTION' (SEE TABLE 4 FOR SPACING) SHED WIDTH LW' I UPLIFT(PLF)END ANCHOR"MAX.INTERIOR SPACING
ANCHORED TO CONCRETE .SHED WITH SKID
Permitting Department TO PAD OR BLOCKING 13'-8' 7.00 243 0'-0'TO T-W 10'-0'
St.Lucle COuntV 11'A' 6.00 208 0'-0'T03'-0' 10141'
SETUP AND INSTALLATION OF SINGLE WIDE SHED' SETUP AND INSTALLATION OF DOUBLE WIDE SHED 5.00 174 0'-0•TO T-0' 10'-0"
4.00 138 0'-0'TO 3'-0' 10'-0'
1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR 1. BUILDING IS PLACED IN REQUESTED LOCATION.THE FIRST SECTION OF THE DOUBLE WIDE IS
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE,PROPERTY LINE,ETC. PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. 6'-0' 3.00 104 0'-0'TO3'4r 101-0'
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED,THE 2. BLOCKS ARE THEN PLACED AT THE END,CENTER,AND OTHER END TO LEVEL ONCE THE
BUI S A
LDINGIS BLOCKED ON THE HIGH SPOT OF THE GROUND AND LEVELED.THE OTHER END OF THE BUILDING IS LEVEL,BLOCKS ADDED TO ACHIEVE THE CORRECT SPACING(SEE TABLE 3). TABLE 4B
BUILDINGIS BROUGHT UP TO LEVEL AND BLOCKED.THEN THE CENTER OF THE BUILDING IS 3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE 30'AUGER ANCHOR SPACING-DOUBLE WIDE
SUPPORTED TO LEVEL,MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT FIRST SECTION,THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH(1)kx4}^ SHED WIDTH LW' UPLIFT(PLF)ENO ANCHOR^MAX.INTERIOR SPACING
SPACING(SEE TABLE 3). BOLT AND NUT.THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE
3.AFTERTHE BUILDING IS LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING LINED UP AND BOLTED SECURE THE REST OF THE BLOCKING IS THEN COMPLETED. 20'-0' 10.OD 400 0'-0'T03'-0'(SEE TABLE 3). PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE
4.ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING,HOLES ARE DRILLED 4, GROUNDANCHORS ARE THEN ADDED(SEE TABLE 48). 30'AUGERANCHOR
THRU THE 2'X4'BOTTOM PLATE WITH A 1/2'AUGER BIT.12'EYEBOLT OR OPTIONAL 1/2'THREADED 5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING IS (4,725 LB) LOAD WIDTH UPLIFT ON RUNNER
ROD(FOR A'HIGH SET-)IS SECURED THRU THE HOLE. REMOVED. . INSTALLED PER MFRS MAXIMLOCATUM
ENDGB WALL BETWEEN
NCH AUGER ANCHOR
S.
ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO 6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO INSTRUCTIONS.EYELETAT "• MW(IMUM SPACING BETWEEN ANCHORS
FOOTER(GARAGE DOORS FOR EXAMPLE).HEADER DESIGN TRANSFERS THESE LOADS. FOOTER(GARAGE DOORS FOR EXAMPLE).HEADER DESIGN TRANSFERS THESE LOADS. MAXIMUM OF 6'ABOVE GRADE ...
B. 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 1/2'HOLE IS DRILLED INTO THE CONCRETE NOTES
1-12'OFF THE RIM JOIST.THE EYEBOLT IS FASTENED THRU THE BOTTOM PLATE AND A SIMPSON 1.ANCHOR SPACING IS DESIGNED AS PER ASCE-7
A-24(OR EQUAL)IS SECURED TO THE CONCRETE WITH A I/2'WEDGE ANCHOR CODE INFORM ION 2.ALL MEASUREMENTS ARE CENTER-TO-CENTER
T. IF THE UNIT A'NO FLOOR'OPTION,ANCHOR WITH 112'XS'WEDGE ANCHOR THRU THE 2k4'BOTTOM 3.THE MINIMUM NUMBER F ANCHORS PER SHED IS(4).(1)ANCHOR PER EACH CORNER
PLATE CODE VERSION (202U ASCE-7-�8 ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0'
BETWEEN ANCHORS.
MANUFACTURER SUPERIOR SHEDS 4.ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN
BUILDING TYPE MAN EXISTING BUILDING:IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE
TABLE 1
CONSTRUCTION V.B TO THE SIDE AS POSSIBLE
TABLE 2 TABLE 3A NONE
CODE VERSION
ANCHORING TO CONCRETE SKID RUNNER SPACING' PAD TYPES GENERAL NOTES: •^""
SHEDWIDTH UPLIFT(PLF)ANCHORSPAC'G SHED WIDTH X1 X2 X3 FIRE SUPPRESSION SYSTEM NONE o......o„
TYPE PAD DIMS MAX LOAD' MATERIAL 1.FOUNDATION PLANS ARE NOT PART OF THIS ay.>°
OCCUPANCY STORAGE PLAN BETAND ARE GOVERNED BY LOCAL - ''•�r`x='�'\1>--
20'-0° 400 Y-6' 13'-0' 1'-10}' i'-10}' 1'-1D}^ 1 2'x8'%18' 1778 LBS CE T NO A D I CONIC.BLOCK QUALITY ALLOWABLE NO.OF STORIES 1 JURISDICTION.
BASIC WIND SPEED 180 MPH(VULT) 2.THIS BUILDING IS EXEMPT FROM THE FBC
13'-8• 280 3'-0' 11'-0' 2'-0' 6'-0' - 11 4"XB'Xl6' 3500 LBS ENERGY CONSERVATION CODE PER SECTION CEMENT AND SAND I% EXPOSURE C 1015T2
11'-0' 240 3'-0' 10'-0' T-7' 8'-lD' - III 16'XI6' 3950 LBS ASS PLASTIC PADS ENCLOSURE ENCLOSED 3.REFER TO TIE-DOWN DETAILS FOR PROPER Digitally signedb
101-0" 200 3'-0' 8'-0' 9' 6'-6' - IV e•XB'X16' 1900 LBS INTERNAL PRESSURE COEF. ♦1.0.18 INSTALLATION REQUIREMENTS TO MEET CODE. 9 y Y
C AN S D I IMPORTANCEFACTOR 1.15 Julio Orbegoso
16O 3'' 6'-0' 10, S1' - •BASED ON 2000 PSF SOIL BEARING CAPACITY(2000 PSF IS TYPICAL) ROOF DEAD LOAD 10 PSF Date:2021.02.01
NOTES: ROOF LIVE LOAD 20 PSF OR 300LBS
120 3'-0' •VALUES'ARE FROM END OF JOIST TO CENTERS OF(2)4'X4' 1.HOLLOW OR SOLID CONCRETE BLOCKS(BWxlff)MAY BE STACKED pLOOR DEAD LOAD B PSF 1 G:42:S1-OS�OO�
NOTES: ON PADS FOR HIGH SETS UP TO 4W WITHOUT REINFORCING.
1.HOLLOW OR SOLID CONCRETE BLOCKS(Bk6"x16')MAYBE 2.ABS PADS REQUIRED ON 1 V-6'AND 13'-B'WIDE SHEDS ONLY. FLOOR LIVE LOAD 75 PSF 1125 PSF
STACKED ON PADS FOR HIGH SETS UP TO 48'WITHOUT °R'RATING(WALL,FLOOR,ROOF) N/q
REINFORCING. MODULES PER BUILDING 1 CONSULTING ENGINEER
2.ABS PADS REQUIRED ON 11'-B'AND 13'-8'WIDE SHEDS ONLY.
HURRICANE PROTECTION USAGE NO
JULIO ORBEGOSO
HURRICTABLE 3 SQUARE
NE FOOTAGE FLORIDA
No FLORIDA
U
SQUARE FOOTAGE LESS THAN 720S.F. PE LICENSE#38769
i SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE 8 DOUBLE WIDE SHEDS
O SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE
N
o SHED WIDTH TYPE LW-(PLF) END PAD MAX.SPACING END PAD SIDE RUNNER INTERIOR SIDE RUNNER SHED STRUCTURE FOR:PADTYPE PAD PAD TYPE DATE: 01-22-2021
13'-B' SW/OW 4.15/332 O'TO6" 6'-0' 1936LB 1,II,III,ORIV 1879LB I,11.III,ORIV SUPERIOR SHEDS
11'1' SW/DW 1.111480 0'TO e' 6'-0^ 2558 LB I,II,111,OR IV 2558LB 1.B,B1,OR IV (877)439-7433 DRAWN: R.L.G.
2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763
0 10'-0" SW/DW 5.001400 01 TO 6• 6'-0^ 2400 LB I,11,III,OR IV 2400LB I,II,III,OR Iv _
8'-0' SW 4.OD/32D 01TO 6• 6'-0• 2029 LS 1.11,111,OR IV 2133LB 1,11,Ill.OR IV _ _� JOB: SS FOUNDATION
L_ .. MODULAR PLANS DESIGN,CO.
B'-0" SW 3.00/240 21106' 6'-0" 165E LB I,11.III,OR IV 1866LB I,II,III,OR IV I_ SHEET NO.
u LOAD WIDTH OF UPLIFT ON RUNNER
a NOTES: Al
1.PAD SPACING IS END TO CENTER CI PAD MODULAR
u 2.PADS OTHER THAN END PADS FOR IN D IS CENTER TO CENTER onnR p^w,re,oe
O 3.USE SAIytE MAXIMUM SPACING FOR INTERIOR SPACING PLANS DESIGN,CO. 3 'm"
GENERAL NOTES
STRUCTURAL LOAD LIMITATIONS
1. Foundation,plans are not part of this plan set and are governed by local r-
jUflsdlCilOn. �' WIND LOAD CRITERIA
cs?i
2. Buildings are approved for residential lawn storage only 1. 132 Vasd/170 Vult WIND SPEED(MPH)
3. This building is exempt from the FECC per sections R101.4.2.4,R402.1. 2. I RISK CATEGORY
4. Refer to tie down details for proper Installation requirements to meet code. 3. II BUILDING CATEGORY
4. ENCLOSED ENCLOSURE CLASSIFICATION
5. All lumber for construction will except as noted. 5. GCPI=0.18 INTERNAL PRESSURE COEFFICIENT
6. Gutters shall,be site installed perer thehe local authority having Jurisdiction and ��. S. C EXPOSURE FACTOR
permitting requirements. 6. 0.85 WIND DIRECTIONALITY FACTOR(Kd)
7. All windows and doors to meet the minimum specifications per the 7. 0.85 GUST RESPONSE FACTOR(Gh)
approved B. Pr=-93.0 PSF MAIN FRAME STRUCTURE
plans and the Florida Building Code. OVERTURNING LOAD
8. In accordance with FBC 1609.1.2,"Storage sheds that are not designed for 2323 S.VOLUSIA AVENUE 9. COMPONENT 8 CLADDING LOAD
human habitation and that have a floor area of 720 square feet or less are ORANGE CITY FLORIDA 32763 (ROOF)
not required to comply with the mandatory windborne debris impact Pr=ZONE'1:-35.63 PSF,ZONE2:-35.63 PSF,ZONE 3:-65.26 PSF
standards of this code". (877)439-7433 (WALL)
9. In accordance with FBC 1010.1.1,exception(10.)Buildings that dre 400 PW=ZONE 4:-39.14 PSF,ZONE 5:48.89 PSF
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 LISTING AGENCY APPROVAL TOP LINE ENGINEERING, LLC. 10.THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE
requirements of this code.Structures 400 sq-ft or more shall have an 80" UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET
minimum door. BUILDING CODE FBC, 7TH EDITION (2020) IN HEIGHT.
10. In accordance with Florida Statute 553.80(1)d,lawn storage buildings and RESIDENTIAL CODE FRBC, 7TH EDITION 2020 SEISMIC LOAD: NIA
storage sheds bearing the insignia of a ELECTRICAL CODE REST NATIONAL ELECTRICAL CODE
g g g approval of the department are not BUILDING TYPE RESIDENTIAL LAWN STORAGE SHED FLOOD LOAD:
subject to 553.842(Florida product approvals) but shall meet the design MANUFACTURER SUPERIOR SHEDS, LLC THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR
wind load requirements of the 2020 FBC 7th edition. AGENCY TOP LINE ENGINEERING, LLC SUBJECTED TO WAVE ACTION WHEN LOCATED IN A FLOOD
AGENCY PLAN NUMBER BUNG-20-HVHZ PRONE OR ZONE AREA.FINISH FLOOR ELEVATION MUST BE
11. Flat metal straps can be bent around S1fUCfUral members wall studs, CONSTRUCTION TYPE V-B LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL.
trusses,chords,etc.To help secure these members,provided that the FIRE PROTECTION NO SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH
added bend does not interfere with any of the existing breaks/bends in FIRE SUPPRESSION SYSTEM NO THE LOCAL FLOOD ZONE REGULATIONS.
the strap. OCCUPANCY UTILITY
12. As per FBC section 1626.1 exception(f):storage sheds that are not ALLOWABLE #OF STORIES 1 DRAWING INDEX
designed for human habitation and that have a floor area of less than 720 WIND VELOCITY 170 MPH, EXPOSURE C
square feet or less are not required to comply with the mandatory . FIRE RATING OF EXTERIOR WALLS 0 C1 COVER SHEET
w act standards of this code. FLOOR LIVE LOAD - STANDARD 75 PSF Al FLOOR PLAN
indbome debris Impact FLOOR LIVE LOAD - OPTIONAL 125 PSF A2 SIDEWALL FRAMING
-- --13: -Components/C-ladding are in compliance with the 2020 FBC 7th Edition. FLOOR'DEAD'LOAD 10 PSF
14. Sheds located in flood hazard areas must comply with the local flood zone ROOF LIVE LOAD 30 PSF A3 FLOOR FRAMING
regulations. ROOF DEAD LOAD 10 PSF A4 ROOF FRAMING
15. If a wall is framed for future HVAC units that shall be approved by the AHJ RATING OF WALL,&ROOF N/A
MOO DULES PER BUUILDINILDIN G 1 A5 CROSS SECTIONS
and shall comply with local requirements for permitting. SQUARE FOOTAGE 719 SQ/FT. MAX. A6 ENDWALL FRAMING
16. Windows and doors installed by the customer that shall be approved by HURRICANE PROTECTION USAGE NO A7 SCHEDULES
the AHJ and shall comply with local requirements for permitting. HURRICANE SHELTER USAGE NO
17. HVHZ components for sheds require that installation per manufacturefs HVHZ APPROVED YES
instructions.
TOP LINE ENGINEERING., LLC CONSULTING ENGINEER
SOP LINE ENGINEERING.LLC
-�T..__L ENGINEERS JULIO ORBEGOSO
FLORIDA
William E.Neary,III BUNGALOW SHED-HVHZ PE LICENSE#38769
SMP-51,SMI-79,]CC 5185040 DESIGN PRESSURES
10649 Oakview Pointe Terrace DOORS(by EAGAN) i-zD PSF MODULAR STRUCTURE FOR:
Gotha,Florida34734 WINDOWS(by CROFT) .1-40.10PSF SUPERIOR SHEDS DATE: 02-05-2021
DIP INFO PROVIDED BY MANUFACTURER (877)439-7433
2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 DRAWN: R.L.G.
'o Digitally
$ °`Please note:Any questions regarding local permitting should be directed to the Manufacturer. """
°o.95%�•.,, signed by Julio �(�� MODULAR PLANS DESIGN,CO. JOB:
SS20-BU-HVHZ
R The Manufacturer's contact Information can be found In the title block of the plans.
°�? E^'r' --
=,Orbegoso
APPROVED FOR HVHZ =P` 2021.02.09
Date: SHEET NO.
'%%�ssioH��ea,c 15:09:36
U 1m N/CE:,uGe _
@ -os�Do' MODULAR � ,µ ,,,, C 1
PLANS DESIGN,CO. o �
2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-HVHZ-20*"*HVHZ APPROVED
. A
A5 �
CEILING J-BOX
_ LINE arm cs- r
SOURCE 2"X4"SYP#2 STUDS @
N d L i I r-- 24"O.0 W/SISTER STUDS.
4-0"FROM ENDWALL
LINE I I w w
I I I z0
L"
II W u?tin 0
LOAD A6 cL m^ q A
OO�xz wo A6
SINGLE POLE NEUTRAL 15 AMP G.F.I. p CO
SWITCH OUTLET °
ELECTRICAL NOTES&OPTIONS: 2"X4"SYP STUDS
-AS PER NEX ARTICLE 330.30(13)SECURING OF MC TYPE —— @ 24"0.C.
CABLE.UNLESS OTHERWISE PROVIDED,CABLES SHALL BE B
SECURED AT INTERVALS NOT EXCEEDING 6FT.CABLES A5
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. SHED OVERALL LENGTH(MAX.40'-0")
—MAXIMUM NO-OF OUTLETS:"- 7 NOTE:SHOWN IS THE 10'-0"x 20'-0"
--- -
MAXIMUM NO.OF LIGHTS: 8
FLOOR PLAN NOTE:
SCALE:a(8•-V-0' SHEDS TO HAVE A MAXIMUM
ELECTRICAL WIRING DIAGRAM OF5DOORSAND10WINDOWS
SCALE.NOT TO SCALE A
T�3?.��TOP LINE ENGINEERING.LLC
��'JP4 ST.,._. LENGINEERS
NOTE: William E.Neary,III
1.MIN.GRADE STUDS:2"X4"STUDS TO BE Fb SMP-51,SIVII-79,ICC 5185040 CONSULTING ENGINEER
=1200 PSI OR GREATER 10649 Oakview Pointe TerraceFLORIDA
JULIO ORBEGOSO
0 2.MIN.ROOF SHEATHING:29GA CORRUGATED METAL BUNGALOW SHED-HVHZ PE LICENSE#38769
u Gotha,Florida 34734
3.MIN.FLOOR SHEATHING:%"PLYWOOD
4.MIN.WALL SHEATHING:D4 ALUMINUM SIDING DI Ita�� signed
III I I I I I III ry " y ry MODULAR STRUCTURE FOR:
NOTE: `\0 ORBFG,Oi, 7 J SUPERIOR SHEDS DATE: 02-05-2021
23"SECTIONS OF 29GA CORRUGATED METAL SIDING J�.•' �1GENSF'• S by Julio (877)439-7433
FASTENED W/%"#8 HEX HEAD w/WASHER SELF ° 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 DRAWN: R.L.G.
$ TAPPING SCREWS @ 6"ON EDGE&12"IN FIELD. =*:' No.3e7ss :*_OrbegOSO �\ JOB: SS20-BU-HVHZ
* 1; MODULAR PLANS DESIGN,CO.
Date- SHEET NO.
� fi1 r
°� STATEOF' '.F�oa�oP..•G�``� 2021.02.09
$ ' ss/ONALE?`` 15:10:26-05'00' MODULAR Al__j
PLANS'DESIGN, CO. °°�"� s�.'
2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-HVHZ-20***HVHZ APPROVED
3"X6"MITEK MT20
OR EQUIVALENT
ENDWALL
2"X4"SYP#2 ROOF TRUSSES SIMPSON LTS12 @ ALL TRUSS
@ 24"O.C. TO HEADER CONNECTIONS.
USE MIN(5)10d NAIL INTO
SINGLE FA: 'X4" TRUSS&(5)10d NAILS INTO
SYP#2 H D HEADER.
2°X4"SYP#2 BOTTOM LA
VARIES 12"MAX. VARIES
2"X4"SYP#2 KI G UD 4"X4"SYP#2 HEADER SEE HE4 ER W
DETAIL
2"X4"SYP#2 JACK STUD >
4
2"X4°SYP#2 KING STUD � w .��£nuhll"c`36�t4Su�
ENDWALL DOOR&WINDOW > Willi—,E."ca 1.
6'-0"WIDE OR LESS 4"X4"HEADER DETAIL 9MR91,9M1-79,ICC5189G40
1"GA90abinr V"ImeTerrace
Goth,,Florida 34734
SCALE:NTS SCALE:NTS FLOOR DECKING CONT.) 2%4"SYP#2 STUDS
@ 24"Q.C.
2"X4"SYP#2 SOLE PLATE
2"X4"SYP#2 STUDS @ 24"O.C.
2"X6"SYP#2 PERIMETER
2"X4"X60"SYP#2 SISTER STUD 4"X4"P.T.SKID CONT.)
ATTACHED W/10d COMMON
NAILS @ 4"O.C. HED LENGTH(MAX.40'-0")
Digitally signed o
O,oRBfC�"o 4 ALL STUDS SECURED TO SOLE PLATE WALL SHEATHING OPTIONS:
•°s°-by Julio AND FLOOR FRAMING W/SIMPSON %S"OSB OR SHEATHING EQUIV.OR BETTER
* Orbegoso s LT516 STRAP w/5-10d NAILS CORRUGATED ALUMINUM
Date: a FRpM ON TOP INTO STUD,SECURING D4 ALUMINUM SIDING
20210209 FNOK,� INTO RIM JOIST ON BOTTOM SIDEWALL FRAMING -Y2"ORS/"T1-11 SIDING
15:10:50-05'00' 4 W/5-10d NAILS(TYPICAL) SCALE:318-r-0• JAMES HARDIE PANEL OR EQUIV.
e
JAMES HARDIE HORIZ.SONG LAP OR EQUIV.
SISTER STUD DETAIL NOTE. 29 GA CORRUGATED STEEL METAL SIDING
WALL FRAMING MEMBERS ARE CONTINUOUS FROM (RUN ANY DIRECTION)
/ OR SCALE:NTS FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A -THERMO-PLY BLUE(0.135 THICK)
3 MITEK CONTINUOUS LOAD PATH.WHERE WALL MEMBERS ARE W/VINYL SIDING
OR EQUIVALENT/
OR 1 NOT CONTINUOUS,SHEET METAL CLAMPS,TIES,OR CLIPS SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS CONSULTING ENGINEER
1 "OR 16"X4"BETWEEN THAN 0.040"NOMINAL THICKNESS. JULIO ORBEGOSO
TLIDS.VENT IS SECURED FLORIDA
cR T THING AS PER
IV TURES INSTRUCTIONS BUNGALOW SHED-HVHZ PE LICENSE#38769
MODULAR STRUCTURE FOR:
T PAS L / ORIO B4FILLET.PR(1)440"xO4D" SUPERIOR SHEDS DATE: 02-05-2021
g O E / 2323 S.VOLUSIA AVE ORANGE CITY,FL 32763 439-7433 DRAWN: R.L.G.
° # T °X4"SYP#2
ING STUD •%( _ MODULAR PLANS DESIGN,CO. JOB: SS20-BU-HVHZ
SHEET NO:
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