HomeMy WebLinkAboutBuilding Plans, Superrior Sheds }
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Phone:6048T.t824+Foe SIM4tA. M
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1
August 07,2019
Alex Mart ens.
Socrior Sheds,inQ
2323`S.Volusia"Avs
Orange_dtyFL 337,63`
RE:ManufmUmer CertlAatEon,ID MFT•113 Expiration,Dafec August 07,2022
case Alex Martens
R'ld my pleasur®w Igfarm you that Superior Sheds,Inc,located at 2323 S.Votusia Ave,Orange
City,FL 32763,has been approved under the Manufactured Buildings Program,as provided for,,' I
under QtapLer'.553,'Part-1, Florlda StataMw,.to manufacture Storage Sheds,Manufactured.
Suildlam fat Installation in Florida.
C64structionor rtiadlnwtion'ori a manufactured building cannot begin untitthR Third party
Agency,has approved the plans In acciordance withthe current Florida Building Code. Your Third
party Agency 15 a tonl' etortor the Department and has statutory authority and responsibilities.
ttiat must'be.met'to'malrnaln approved status.You may expect and demand quality plans
' r�nriew:and,lespectlons.
Each Code change will:majWyour plans obsolete until they'have been reviewed,approved and
►ndicated'ton the cover page of the plans)for compliance with the Code by your Third Party
Agency for Plans ncvlew.Please ensure that your plans are Iwcompllanoe and are properly, `.
,posted on;ourwebi! All site-related Installation Issues are subiectt o the local authority
Iieving yuH;�lctlon.
The'Depaah etas contractor will mal e'unannounced monitoring visits at least once each year.
You emust grant complete access to your manufacturing facility and`records'to remain In
compliance with the,rules and regulations.of this program.
Your Ceth9lEcatt0.01;approved for three years from this date.You will recelve:a renewal notice by
Email"gen'&aiid.by the BCIS.Utow, aridat uildirm.oru)lac onilne renewal.If you have questions
you reay contact Robert Larerfao at 850-717-1835 or our FAX at 850-414.8436,
Please visit our,websiEe at www.tlormataulidina:ora to see valuable Information on the Florida
•Manufncturcd l ulldiiigs,Progrem.A spy of this letter must amompany applications for local
building pemlii.
Sincerely,
t
CW
Robert Larermo
Manufactured Buildings Prograrn
cc:Top Line Englnearirt9,LLC
A
C� NERAL NOTES&SPECIFICATIONS FOR AUGER ANCHORS
252'GALVANIZED WASHER NOTCH OR COUNTERSINK BOLT ;y. - cO�
WITH)4'NUT Yx°THREADED ROD /_THRU.2::TTOM PLATE 7/2'THREADED:ROD 2k2 ANIZED'WASHER J01. BUILDINGANCHORS SHALL BE'MOBILE HOMETYPE HP-1 SINGLE HELUC EYE
OPTIONAL FOR'HIGH SET' 1/2'X5°400 LB)CONCRETE _ WITH&NUT'-' AUGER ANCHORS BY HOME PRIDE OF BRISTOL,VA.OR EQUIVALENT.AVERAGE
( OPTIONAL FOR HIGH,SETEVES BOLTED TOGETHER WEDGE ANCHORINTO SLAB - HOLDING STRENGTH IS NOT LESS THAN 4,725 LBS.
THJZ'x2'BOLT8 NUTWITHTHRU 2'x4'P.T.BOTTOM PLATE 112 COUPLER - _ 2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER).
SEE TABLE 1 FOR SPACING) 2'x4' OPLATE NAILED 1w' '-". LOCATE ANCHORS PER TABLE 4A OR 48.
(2)2'x2'GALVANIZED WASHERS - ( TO 2'x6'P.T.BASE 3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE
(2,000LB SHEAR CAPACITY) �4'MIN. 112'x12'.FORGED EYEBOLT . - (FLOOR SYSTEM)AND ATTACHED TO ANCHOR.THESE CAN BE EXTENDED WITH
�4'MIN. t -� THREADED ROD(OR STRAPS WITH EQUAL OR GREATER STRENGTH)FOR
EVES BOLTED TOGETHER W/1125Q GRADE ELEVATED PORTIONS OF SHEDS ON LEVELING BLOCKS.
-.-. . ..:
C NCRETE SLAB BY OTHERS -
Ji°x 3'(400 LB) BOLT 8'.NUi WITH(2)2'x2 GALVANTLED TYPE 1,II III;OR IV PAD WITH
SIMPSONA-24 THROUGH LOCALCODES WASHERS(2000L8 SHEAR CAPACITY) BLOCKING AS REQUIRE CONCRETE WEDGE CONCRETE SLAB BY OTHERS
CLIP OR EQUAL AND JURISDICTION THROUGH LOCAL CODES f TABLE 4A
(SEE TABLE 1 FOR SPACING) f -• e (SEE TABLE 3)
AND JURISDICTION 30 EARiH,AUGER ANCHOR 30'AUGER ANCHOR SPACING-SINGLE WIDE
SHED WITH SKID SHED WITH'NO FLOOR'OPTION' (SEE TABLE'4,FOR'SPACING);, SHED WIDTH LW' UPLIFT(PLF)END ANCHOR"MAX.INTERIOR SPACING
ANCHORED TO CONCRETE ANCHORED TO CONCRETE SHED WITH SKID
TO PAD OR BLOCKING. 13'-8• 7.00 243 01-V TO 3'-01
11'-8' 6.00 208 D'-0•TO 3'-0"
-7P-0'
SETUP AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHED
8'-0 4.00 138 0-0°TO T-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 - 6'-0' 3.DD 104 0'-0°TO T-O" 10'-0'
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE,PROPERTY LINE,ETC. PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. .LL
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 TABLE 4B
BUILDING IS BLOCKED ON THE HIGH SPOT OF THE GROUND AND LEVELED.THE OTHER END OF THE BUILDING IS LEVEL,BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING(SEE TABLE 3).
BUILDING IS 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 3D'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)}'x4} SHED WIDTH LW' UPLIFT(PLF)END ANCHOR^MAX.INTERIOR SPACING-
SUPPORTED
(SEE TABLE 3). BOLT AND NUT.THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT.HOLES ARE
3. AFTER THE 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.THIS ' - 20'-0' 10.00 400 0'-0'TO 3'-0°
(SEE TABLE 3). PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. 30 AUGER ANCHOR;.
4.ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING,HOLES ARE DRILLED 4. GROUND ANCHORS ARE THEN ADDED TABLE 4B). LOAD WIDTH UPLIFT ON RUNNER
THRU THE 2%(4'BOTTOM PLATE WITH A 1/2'AUGER BIT.1/2'EYEBOLT OR OPTIONAL 1/2'THREADED S.
ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING IS :(4.725-LBf., "_';,. ^ LOCATION FROM END WALL OF AUGER ANCHOR ,
ROD(FOR A°HIGH SET")IS SECURED THRU THE HOLE REMOVED. INSTAULED PER MFRS ••• MAXIMUM SPACING BETWEEN ANCHORS
5. 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:EYELET AT ...
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 NOTES
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2'HOLE IS DRILLED INTO THE CONCRETE - 1.ANCHOR SPACING IS DESIGNED AS PER ASCE-7
1-1/2.OFF THE RIM JOIST.THE EYEBOLT IS FASTENED THRU THE BOTTOM PLATE AND A SIMPSON CO DE INFORMATION 2.ALL MEASUREMENTS ARE CENTER-TO-CENTER
A-24(OR EQUAL)IS SECURED TO THE CONCRETE WITH A 1/2'WEDGE ANCHOR 3.THE MINIMUM NUMBER F ANCHORS PER SHED IS(4).(1)ANCHOR PER EACH CORNER.
7. IF THE UNIT A'NO FLOOR'OPTION,ANCHOR WITH 112'XS°WEDGE ANCHOR THRU THE 2'x4'BOTTOM CODE VERSION FBC-H EDITIONS ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN IO'-0'
PLATE (202D)ASOE T•16:3 BETWEEN ANCHORS.
MANUFACTURER SUPERIOR SHEDS 4.ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN
BUILDING TYPE NIANUR SHED IXI5TING BUILDING:IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE
CONSTRUCTION V-B TOTHE SIDE AS POSSIBLE
TABLE 1 TABLE 2 TABLE 3A CODE VERSION NONE
ANCHORING TO CONCRETE SKID RUNNER SPACING' PAD TYPES GENERAL NOTES:
SHED WIDTH UPLIFT(PLF)ANCHOR SPAC'G SHED WIDTH X1 X2 X3 TYPE PAD DIMS MA%LOAD' MATERIAL FIRE SYSTEM NONE
1.FOUNDATION PLANS ARE NOT PART OF THIS
OCCUPANCY STORAGE PLAN SET AND ARE GOVERNED BY LOCAL
20'-0° 400 3'-6' 13'-8' 1'-1 7'-1 1'-t I 2'x8'X16' 1778 LBSUUNU ALLOWABLE NO.OF STORIES 1 JURISDICTION.
0} 0} 0}° CEMENT AND SAND MIX
180 MPH LILT 2.THIS BUILDING IS EXEMPT FROM THE FBC
BASIC WIND SPEED N )
13'-0' 280 3'-0' 11'-8' 2'-8' 6'-4' - II 4'xB%16' 3500 LBS ENERGY CONSERVATION CODE PER SECTION ',,q`y �E�P„•
CEMENT AND SAND MIX EXPOSURE C 1015.22
11'-0' 240 3'-6- 10'-0' V-7' 6'-10" - III 16'X16' 3950 LBS ABS PLASTIC PADS ENCLOSURE ENCLOSED 3.REFER TO TIE-DOWN DETAILS FOR PROPER Digitally signed by
INTERNAL PRESSURE COEF. H-DAB INSTALLATION REQUIREMENTS TO MEET CODE, g Y
10'-0' 200 3'-0' B'-0' 9' 6'-6' - IV 8'XB°Xi6° 1900 LBS CEME TANDS ND MIX Julio Orbe oso
_ IMPORTANCE FACTOR 1.15 9
8'- 160 3'-0' 6'-0' 10' 51' - 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
6'-0' 120 3'-6' VALUES ARE FROM END OF JOIST TO CENTERS OF(2)4'X4' T.HOLLOW OR SOLID CONCRETE BLOCKS(B'XB•X16')MAY BE STACKED FLOOR DEAD LOAD 8 PSF 16:42:51-05'00'
NOTES: ON PADS FOR HIGH SETS UP TO 48-WITHOUT REINFORCING.
1.HOLLOW OR SOLID CONCRETE BLOCKS(6'x8'x16-)MAY BE 2.ABS PADS REQUIRED ON 11'-0'AND 13'-8°WIDE SHEDS ONLY. FLOOR LIVE LOAD 75 PSF/125 PSF
STACKED ON PADS FOR HIGH SETS UP TO 48'WITHOUT -IV RATING(WALL,FLOOR,ROOF) WA CONSULTING ENGINEER'
REINFORCING. MODULES PER BUILDING 1 i
2.ABS PADS REQUIRED ON it'-B'AND IT-8-WIDE SHEDS ONLY. HURRICANE PROTECTION USAGE NO JULIO'_�ORBEGOSO'
HURRICANE SHELTER USAGE NO FLORIDA '
E TABLE SQUARE FOOTAGE LESS THAN 72os.F. PELIGENSE#38769
U 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) ENDPAD MAX.SPACING END PAD SIPADRTUYNPNER I PEAROIOR SIPApTMPER SHED STRUCTURE FOR: DATE: 01-22-2021
u13'-8' SW/OW 4.151332 O'TO6' 6'-0' 1936L8 I,II,III,DRIY 1879LB I,II,III,OR IV SUPERIOR SHEDS
1 V-8' SW/DW 6.001480 01TO 6' 6'-0' 2558 LB I,II,III,OR IV 2558LB 611.m AVE.,ORIv ( G DRAWN: R.L.G.
2323 S.VOLUSIA AV ORANGE CITY,FL 32763
0 10'-0' SW/DW 5.001409 O'TO6' 6'-0' 2400LB 1.1.111,ORIV 2400LB I,II,III,OR IV x JOB: -SS FOUNDATION
$ MODULAR PLANS DESIGN,CO.
8'-0' SW 4.00/32D 01TO 6' 6'-0• 2029 LB 1,II,III,OR IV 2133LB I.II,III,OR
6'-0' I SW 3.00/240 O'T06' 6'-0- 1658LB I,II,111.ORIV J8661R I,u,111.ORIV _ SHEET NO.
LOAD WIDTH OF UPLIFT ON RUNNER
8 NOTES: Al
T PAD SPACING IS END TO CENTER OF PAD
. 2.PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER MODULAR �,�s�,E,� o F .,�
3.USE SAME MAXIMUM SPACING FOR INTERIOR SPACING �xnu.nowvn cux®•aouv,muv.srocow
�o PLANS DESIGN,CO.
GENERAL NOTES
STRUCTURAL LOAD LIMITATIONS
1. Foundation plans are not part of this plan set and are governed by local ?
jurisdiction. tip WIND LOAD CRITERIA
2. Buildings are approved for residential lawn storage only 1. 132 Vasd/17O Vult WIND SPEED(MPH)
2. RISK
3. This building is exempt from the FECC per sections R101.4.2.4,R402.1. 3. II BUILDING CAOTEGORY
4. Refer to tie down details for proper installation requirements to meet code. 4. ENCLOSED ENCLOSURE CLASSIFICATION
5. All lumber for construction will be#2 SYP except as noted. 5. GCpI=0.18 INTERNAL PRESSURE COEFFICIENT
6. Gutters shall be site installed per the local authority having Jurisdiction and r� " 5. C EXPOSURE FACTOR
permitting requirements. f'•,. 6. 0.85 WIND DIRECTIONALITY FACTOR )
7. B5
7. All windows and doors to meet the minimum specifications per the -_ _ - - GUST RESPONSE FACTORC)
--- - - - ---- ------ --- - - ----- --- - ---'- -- -- -- - ----- --- -- �' - - - -- - 8: P .93.0 PSF - - ----MAINFRAME STRUCTURE
h
approved _ ,. _ .OVERTURNING LOAD -
plans and the Florida Building Code.
8. In accordance with FBC 1609.1.2,"Storage sheds that are not designed for 2323 S.VOLUSIA AVENUE 9. COMPONENT&CLADDING LOAD
human habitation and that have a floor area of 720 square feet or less are (ROOF)
not required to comply with the mandatory windborne debris impact ORANGE CITY, FLORIDA 32763 Pr=ZONE 1:-35.63 PSF,ZONE 2:-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 are 400 PW=ZONE 4:-39.14 PSF,ZONE 5:-46.89 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" NPHE GHALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET
minimum door. BUILDING CODE FBC, 7TH EDITION (2020)
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 bearingthe insignia of approval of the department are not ELECTRICAL CODE 2017 NATIONAL ELECTRICAL CODE FLOOD LOAD:
9 P P BUILDING TYPE RESIDENTIAL LAWN STORAGE SHED THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR
subject to 553.842(Florida product approvals) but shall meet the design MANUFACTURER SUPERIOR SHEDS, LLC SUBJECTED TO WAVE ACTION WHEN LOCATED IN A FLOOD
wind load requirements of the 2020 FBC 71h edition. AGENCY TOP LINE ENGINEERING, LLC PRONE OR ZONE AREA.FINISH FLOOR ELEVATION MUST BE
11. Flat metal straps can be bent around structural members of wall studs, AGENCY PLAN NUMBER BUNG-20-HVHZ LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL.
trusses,chords,etc.To help secure these members,provided that the CONSTRUCTION TYPE V-B SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH
added bend does not interfere with an of the existing breaks/bends in FIRE PROTECTION NO THE LOCAL FLOOD ZONE REGULATIONS.
Y 9 FIRE SUPPRESSION SYSTEM NO
the strap. - OCCUPANCY UTILITY '
12. As per FBC section 1626.1 exception(f):storage sheds that are not ALLOWABLE N 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 Ct COVER SHEET
square feet or less are not required to comply'with the mandatory FIRE RATING OF EXTERIOR WALLS 0
FLOOR LIVE LOAD - STANDARD 75 PSF A7 FLOOR PLAN
windborne debris impact standards of this code. FLOOR LIVE LOAD - OPTIONAL 125 PSF
13. Components/Cladding are in compliance with the 2020 FBC A Edition. FLOOR DEAD LOAD 10 PSF A2 SIDEWALL FRAMING
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 R" RATING OF FLOOR;WALL,&ROOF N/A AS CROSS SECTIONS
and shall comply with local requirements for permitting. MODULES PER BUILDING _ 1
P Y q 9� SQUARE FOOTAGE 719 SO/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 manufacturer's HVHZ APPROVED YES
instructions.
TOP LINE ENGINEERING, LLC CONSULTING ENGINEER
TOP LINE ENGINEERING LLC JULIO ORBEGOSO
G sTR.....ENGINEERS
FLORIDA
William E.Neary,III BUNGALOW SHED-HVHZ PE LICENSE#38769
SM P-51,SM I-79,]CC 5185040 DESIGN PRESSURES
0 10649 Oakview Pointe Terrace DOORS(by EAGAN) +/-zB PSF MODULAR STRUCTURE FOR:
Gotha,Florida34734 WINDOWS(by CROFT) -A40.10PSF SUPERIOR SHEDS DATE: 02-05-2021
DIP INFO PROVIDED BY MANUFACTURER (877)439-7433 DRAWN: R.L.G.
2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763
'o Digitally
0 •"Please note:Any questions regarding local permitting should be directed to the Manufacturer. """" JOB: SS20-BU-HVHZ
o.ogeF� signed by Julio MODULAR PLANS DESIGN,CO.
�. " :Oo: _ _...
> The Manufacturer's contact Information can be found in the title block of the plans. ,;-.��® .. ;Orbegoso
APPROVED FOR HVHZ . Date:
SHEET NO.
S2 po''. •uRa -2021.02.09
60 '••:°soNn e `' 15:09:36
05'00' MODULAR � '�; 1
PLANS DESIGN,CO.
�i 2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-HVHZ-20***HVHZ APPROVED - -
CEILING J-BOX
_ LINE aetrotawu:rc *�, ,rz�a` x, . ,.. :..
—— - ———————- 2
SOURCE 2"X4"SYP#2 STUDS @
N b L i 24"O.0 W/SISTER STUDS.
-4-0„FROM ENDWALL _
LINE I w W °P
I I \ zo
�9
I N 1 1 L"
LOAD J B a o
A6 A
O fO 0
L. of�z wo A6
o� _
SINGLE POLE NEUTRAL 15 AMP G.F.I. �� rn
SWITCH OUTLET /
0
ELECTRICAL NOTES&OPTIONS: 2"X4"SYP STUDS m
-AS PER NEX ARTICLE 330.30(B)SECURING OF MC TYPE (-—— @ 24"O.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'-O")
MAXIMUM NO.OF OUTLETS: 7 NOTE:SHOWN IS THE 10'-0"x 20'-0"
MAXIMUM NO.OF LIGHTS: 8 ,
FLOOR PLAN NOTE:
SCALE:3lB•=r-0• SHEDS TO HAVE MAXIMUM
ELECTRICAL WIRING DIAGRAM OF 5 DOORS AND 10 WINDOWS
SCALE:NOT TO SCALE
L'TOP LME ENGINEERING LLC
STR GTURAL ENGINEERS
NOTE: William E.Neary,III CONSULTING ENGINEER
1.MIN.GRADE STUDS:2"X4"STUDS TO BE Fb SMP-51,SMI-79,]CC 5185040
JULIO ORBEGOSO
=1200 PSI OR GREATER 10649 Oakview Pointe Terrace
FLORIDA
0 2.MIN.ROOF SHEATHING:29GA CORRUGATED METAL Gotha,Florida 34734 BUNGALOW SHED-HVHZ PE LICENSE#38769
3.MIN.FLOOR SHEATHING:%"PLYWOOD
4.MIN.WALL SHEATHING:D4 ALUMINUM SIDING
o I I I I
Digitally MODULAR STRUCTURE FOR:
signed DATE: 02-05-2021
NOTE: 0 OReFco 1 SUPERIOR SHEDS
23"SECTIONS OF 29GA CORRUGATED METAL SIDING J�.' VOENSF',•l.O P by J LI l I (877)439-7433
• 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 DRAWN: R.L.G.
o FASTENED W/%"#8 HEX HEAD W/WASHER SELF No.38769 _QPbe O$O .
TAPPING SCREWS 6"ON EDGE&12"IN FIELD. g JOB: SS20-BU-HVHZ
@ -*E * i*_ '�, MODULAR PLANS DESIGN,CO.
� ; � Date: SHEET NO. .
O STATE OF q (� '
T� '•.F<ORIOP.•' \�, 202 I.02.07 _-
ss r A 1
ZONALE 15:10:26-05'00' MODULAR a�,� °� '�-
PLANS DESIGN, CO.
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 F "xa° TRUSS&(5)10d NAILS INTO
SYP#2 H D _ _ __ __ _ ____ _ __ - _ HEADER,
2"X4"SYP#2 BOTTOM LA
VARIES 12"MAX. VARIES
4"X4"SYP#2 HEADER SEE HEA ER W
2"x4°SYP#2 KI G uD DETAIL ¢ "
2"X4"SYP#2 JACK STUD �
0
2"X4"SYP#2 KING STUD w4£ 54k7�1if'ui"�SNuaYv'�
William E.Neary,III
ENDWALL DOOR&WINDOW > 5MV-51,SMI-78,1«5185000
6'-0"WIDE OR LESS 4"X4"HEADER DETAIL O�Gorh,,Flaritla3'36rrace
SCALE NTS SCALE NTS FLOOR DECKING CONT.) 2"X4"SYP#2 STUDS
@ 24"O.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 L 4"X4"P.T.SKID(CONT.)
ATTACHED W/10d COMMON
NAILS @ 4"O.C. HED LENGTH(MAX.40'-0°)
Digitally signed ALL STUDS SECURED TO SOLE PLATE WALL SHEATHING OPTIONS:
by Julio AND FLOOR FRAMING W/SIMPSON %s"OSB OR SHEATHING EQUIV.OR BETTER
- S Orbe oso LTS16 STRAP w/5-10d NAILS -CORRUGATED ALUMINUM
Date: Rp ON TOP INTO STUD,SECURING D4ALUMINUM SIDING
p
°F TAT.
OT `_`2021.02.09 M INTO RIM JOIST ON BOTTOM A SIDEWALL FRAMING YZ'ORS/"T1-11 SIDING
sSr aG: eNO�A4 -JAMES HARDIE PANEL OR EQUIV.'
ONA W/5-10d NAILS(TYPICAL) A2 SCALE:3/8'=T-0'
15:10:50-05'00' JAMES HARDIE HORIZ.SIDING LAP OR.EQUIV.
SISTER STUD DETAIL NOTE: 29 GA CORRUGATED STEEL METAL SIDING
j � SCALE:NTS WALL FRAMING MEMBERS ARE CONTINUOUS FROM (RUN ANY DIRECTION)
-THERMO-PLY BLUE(0.135 THICK)R FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A W/VINYL SIDING .
CONTINUOUS LOAD PATH.WHERE WALL MEMBERS ARE
3"X6"MITEK MT20 NOT CONTINUOUS,SHEET METAL CLAMPS,TIES,OR CLIPS
OR EQUIVALENT 1 SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS CONSULTING ENGINEER
1 "OR 16"X4"BETWEEN THAN 0.040"NOMINAL THICKNESS. JULIO ORBEGOSO
TUDS.VENT IS SECURED FLORIDA
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-- - - - - ----- - - -- 2"X6"P.T.FLOOR JOISTS @.
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STRUCTURAL ENGINEERS
William E.Neary,III
SMP-51,SMI-79,ICC 5185040
10649 Oakview Pointe Terrace
G 2"X6"PERIMETER RAIL
Gotha,Florida 34734
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g 10649 Oakview Pointe Terrace _ No.38769 by J U I IO 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763
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SISTER STUDS FOR 4'-0" SISTER STUDS FOR 4'-D"
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NOTE: JAMES HARDIE HORIZ.SIDNG LAP OR EQUIV. 15:11:50-05'00'.
2"X4"STUDS TO BE Fb=1200 PSI OR GREATER - 29 GA CORRUGATED STEEL METAL SIDING
(RUN ANY DIRECTION)
THERMO-PLY BLUE(0.135 THICK) CONSULTING ENGINEER
W/VINYL SIDING JULIO ORBEGOSO
NOTE: FLORIDA
WALL FRAMING MEMBERS ARE CONTINUOUS FROM BUNGALOW SHED-HVHZ PE LICENSE#38769-
FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A
CONTINUOUS LOAD PATH.WHERE WALL MEMBERS ARE
NOT CONTINUOUS,SHEET METAL CLAMPS,TIES,OR CLIPS rr+'6 Tor i_�__ INe eNc;INeeRING uC MODULAR STRUCTURE FOR: DATE: 02-05-2021
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SUPERIOR SHEDS
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(877)439-7433 DRAWN: R.L.G.
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'g 10649 Oakview Pointe Terrace JOB: SS20-BU-HVHZ
MODULAR PLANS DESIGN,CO.
Gotha,Florida 34734
SHEET NO.
a
MODULAR
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2021 02-08 TOP LINE ENGINEERING APPROVAL PLAN #BUNG-HVHZ-20***HVHZ APPROVED
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MAX.8:12 24"O.C.
--- ---- --- - ------ - -- -- --- -- -(2)2"X4"SYP#2 -
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SIMPSON H24 OR EQUIVALENT. EQUIVALENT.SEE TABBLL
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William E.Neary,III I11111// Digitally BUNGALOW SHED-HVHZ PE LICENSE#38769
SMP-51,SMI-79,ICC5185040 IORB G1 / signed by Julio
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