HomeMy WebLinkAboutMANUFACTURERE CERTIFICATION db'pr&Drr
FLA i�tanufacturedBulldrigl5roglam
rtmentOf BL15m�S5 2601 BlairStoneRoad
SSfOC13s f Uj811011 Tallahassee,Florida32395-4712
Phone:86b.487.1824•Fax 854.414.8438
Halsey Beshears, Secretary Ron DeSantis,Govemor
RECEIVED
JUL 19 2021 August 07,2019
Alex Martens
Superior Sheds,Inc. St.Lucie County
2323 S.Volusia Ave Permitting
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 certiflcation Is approved for three years from this date.You will receive a renewal notice by
Email generated by tFie BCIS(www.floridabuildina.oro)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.ora to see valuable Information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sincerely,
n
Robert Lorenzo
Manufactured Buildings Program
cc:Top Line Engineering, LLC
2•x2'GALVANIZEDwaSHER GENERAL NOTES&SPECIFICATIONS FOR AUGER ANCHORS
WITH}�j•NUT )'i'THREAOED ROD NOTCH OR COUNTERSINK BOLT
OPTIONAL FOR'HIGH SET' THRU 2'x4'BOTTOM PLATE 1l2'THREADED ROD 2'x2'GALVANIZED WASHER 1. BUILDING ANCHORS SHALL BE MOBILE HOME'TYPE HP-1 BINDLE HELIX EYE
1lDGE(400 LB)CONCRETE OPTIONAL FOR'HIGH SET' WITH K'NUT AUGER ANCHORS BY HOME PRIDE OF BRISTOL,VA.OR EQUIVALENT.AVERAGE
EYES BOLTED TOGETHER WEDGE ANCHOR INTO SLAB HOLDING STRENGTH IS NOT LESS THAN 4,725 CBS.
WITH15'x2'BOLT 8 NUT WITH )S•COUPLER THRU 2'x4'P.T.BOTTOM PUITE - 2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE BY DEALER
(212'x2'GALVANIZED WASHERS - (SEE TABLE 1 FOR SPACING) 2'x4'BOTTOM PLATE NAILED 1l2'COUPLER ( )-
". LOCATE ANCHORS PER TABLE 4A OR 90.
(2,000LB SHEAR CAPACITY) '4•MIN. T02'x6'P.T.BASE - 3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE SOT
TOM PLATE
• • ______ 4 MIN. 12'x12'FORGED EYEBOLT ;'.,? •" (FLOOR SYSTEM)AND ATTACHED TO ANCHOR:THESE CAN BE EXTENDED WITH
THREADED ROD(OR STRAPS WITH EQUAL OR GREATER STRENGTH)FOR
J'1•x 3°(400 LB) •C NCRETE SLAB BY OTHERS _ _• '.�e EYES BOLTED TOGETHER 1/2°x2 '.�•� GRADE ELEVATED PORTIONS OFSHEDS ON LEVELING BLOCKS.
CONCRETE WEDGE ANCHOR SIMPSON A.24 THROUGH LOCAL CODES /.q� B LT B NUT WITH(2)2'x2'GALVANIZED
CONCRETE SLAB BY OTHERS / TYPE I,II,III,OR IV REQUIRE
WIT
CLIP OR EQUAL AND JURISDICTION J ASHERS(2,000LB'SHEAR CAPACITY) - BLOCKING AS REQUIRE TABLE 4A
(SEE TABLE 1 FOR SPACING) THROUGH LOCAL CODES
AND JURISDICTION (SEE TABLE 3)
RECEIVED SHED WITH SKID 30'EARTH AUGER ANCHOR 30'AUGERANCHOR SPACING-SINGLE WIDE
ANCHORED IT CONCRETE SHED WITHWO FLOOR'OPTION' (SEE TABLE 4 FOR SPACING) SHEDWIDTH LW UPLIFT(PLF)END ANCHOR"MAX.INTERIOR SPACING"
(L
ANCHORED TO CONCRETE SHED WITH SKID
JUL 19 2021 TO PAD OR BLOCKING 13'-8° 7.00 243 0'-0'TO Y-W 10'-0'
111-8' 6.00 208 0'-0'TO 3'-0• 10'-0'
St.Lucle Coun
�°TIUP9aNty ` 10'-0• 5.00 114 0'-0•TO X-0' 10'-0'
D INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHED ^
(IlQlr)
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 4.00 13B 0'-0'TO 3'-0' 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. V-0- 3.00 104 0'-0'TO Y-W 10'-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
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). TABLE 4B
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 30'AUGER ANCHOR SPACING-DOUBLE WIDE
SPACING EEE TABLEL,MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT FIRST SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH(1)I'xq SHED WIDTH LW UPLIFT(PLF)END ANCHOR•'MAX,INTERIOR SPACING"
SPACING(SEE TABLE 3). BOLT AND NUT.THE SECOND SECTION IS THEN LEVELED AND THE OTHER SOLT 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 X-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, GROUND ANCHORS ARE THEN ADDED(SEE TABLE 4B). 30'AUGER ANCHOR LOAD WIDTH UPLIFT ON RUNNER
THRU THE 2°X4°BOTTOM PLATE WITH A 112'AUGER BIT.112°EYEBOLT OR OPTIONAL 1/2°THREADED 5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED.TOGETHER,THE SUPPORT BRACING IS (4,726 LB MIN.CAPACITY) LOCATION FROM ENO WALL OF AUGER ANCHOR
ROD(FOR A'HIGH SET-)IS SECURED THRU THE HOLE. REMOVED. INSTALLED PER MFRS MAXIMUM SPACING BETWEEN ANCHORS
5. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO B. 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 8'ABOVE GRADE •
6. 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 12°HOLE IS DRILLED INTO THE CONCRETE
1-112.OFF THE RIM JOIST.THE EYEBOLT IS FASTENED THRU THE BOTTOM PLATE AND A SIMPSON 1.ANCHOR SPACING 150ESIGNED AS PER ASCE-7-16.
A-24(OR EQUAL)IS SECURED TO THE CONCRETE WITH A 1/2'WEDGE ANCHOR: CODE INF aTION 2.ALL MEASUREMENTS ARE CENTER-TO-CENTER
7. IF THE UNIT A WO FLOOR OPTION,ANCHOR WITH 112"XS°WEDGE ANCHOR THRU THE 2k4'BOTTOM - I.
THE MINIMUM NUMBER F ANCHORS PER SHED IS(4).(1)ANCHOR PER EACH CORNER.
PLATE CODE VERSION FBC,7TH EDITION ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0'
2020),ASCE.7-16 BETWEEN ANCHORS.
MANUFACTURER SUr SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN
BUILDING TYPE MANUF.SHED EXISTING BUILDING:IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE
CONSTRUCTION V-B TO THE SIDE AS POSSIBLE.
TABLE 1 TABLE 2 TABLE 3A RISK CATEGORY I
ANCHORING TO CONCRETE SKID RUNNER SPACING' PAD TYPES GENERAL NOTES:
SHEDWIDTH UPLIFT(PLF)ANCHORSPAC'G SHEDWIDTH X1 X2 X3 TYPE PAD DIMS MAX LOAD' MATERIAL FIRE SUPPRESSION SYSTEM NONE 1.FOUNDATION PLANS ARE NOT PART OF THIS
UUNU BLUCK QUALITY OCCUPANCY STORAGE PLAN SET AND ARE GOVERNED BY LOCAL
20'-0' 400 X-B' 13'-W 1'-10;° v-10;' 1'-I* I 2°x8'X76' 1778 LBS 0 IX ALLOWABLE NO.OF STORIES 1 JURISDICTION.
BASIC WIND SPEED 170 MPH(VOLT) 2.THIS BUILDING IS EXEMPT FROM THE FBC
13'-B' 280 3'-6' 11'-81 2'-8• 6-4' - 11 4'x8'Xi6' 3600 LBSCEMENTANDSANG MIX EXPOSURE C ENERGY CONSERVATION CODE PER SECTION
111-81 240 X-6' 10'-0' V-7' 6'-10' - III 161X78' 3950 LEIS ASS PLASTIC PADS ENCLOSURE ENCLOSED 1015.22
3.REFER TO TIE-DOWN DETAILS FOR PROPER
INTERNAL PRESSURE COEF. +1-0.18 INSTALLATION REQUIREMENTS TO MEET CODE.
10'-0' 200 3'-8' 8'-0° 9° 6'-0° - IV 8'XB'X78' 1800 LB9 D
IMPORTANCE FACTOR 1.15
160 3'-6' 6-0' 10, 51' - BASED ON 2000 PSF SOIL BEARING CAPACITY(2000 PSF IS TYPICAL) ROOF DEAD LOAD 10 PSF
NOTES: ROOF LIVE LOAD 20 PSF OR 300LBS
120 X-6' VALUES ARE FROM END OF JOIST TO CENTERS OF(2)4'%4' 1.HOLLOW OR SOLID CONCRETE BLOCKS(8'x8'x18•)MAY BE STACKED
NOTES: ON PADS FOR HIGH SETS UP T048'WITHOUT REINFORCING. FLOOR DEAD LOAD 8 PSF
1.HOLLOW OR SOLID CONCRETE BLOCKS(8°xB'x1Bl MAY BE 2.ASS PADS REQUIRED ON 11'-8°AND 13'-8'WIDE SHEDS ONLY. FLOOR LIVE LOAD 75 PSF 1125 PSF
STACKED ON PADS FOR HIGH SETS UP TO 48'WITHOUT REINFORCING. 'R'RATING(WALL,FLOOR,ROOF) N/A 2.ABS PADS REQUIRED ON 11'-B°AND 13'-B°WIDE SHEDS ONLY. MODULES PER BUILDING 1 CONSULTING ENGINEER
JULIO ORBEGOSO
' HURRICANE PROTECTION USAGE NO
HURRICANE SHELTER USAGE NO FLORIDA
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE B DOUBLE WIDE SHEDS.LE 3SQUARE FOOTAGE LESS THAN 719 S.F. PE LICENSE#38769
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE -
o SHED WIDTH TYPE LW'(PLF) END PAD MAX.SPACING END PAD SIDE RUNNER INTERIOR SIDE RUNNER
PAD TYPE PAD PAD TYPE SHED STRUCTURE FOR: DATE: 05-19-2021
13'-8' SW/DW 4.151332 0'TO 8' 6-0' 1838 LB I,II,III,OR IV 1878LB I,11,III,DR IV SUPERIOR SHEDS ���,.:�;,�; „-•:-�;t
SNOW 6.001480 0°TO6• 8'1' 2558LB I,II,Ill.ORIV 2558LB 1,11.111.ORIV (877)439-7433 �� -•��C -';Y 'DRAWN: R.L.G.
2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763
10'-0• SNOW 5.00/400 O'TO B• 6'-0' 2400 LB I,11.III,OR IV 2400LB 1,II,III,OR IV
8'-0• SW 4.001320 01TO 8• 6'4' 2029 LB 1,II,III,OR IV 2133LB 1,IllIll,OR IV I MODULAR PLANS DESIGN,CO. ,�..,,. JOB: SS FOUNDATION
6'-0' SW 3.001240 0'TO B° 8'-0' 1658 LB I,II,III,OR IV 1888LB 1,II,III,OR IV
- 4pprceF�.oso- : SHEET NO.
0 'LOAD WIDTH OF UPLIFT ON RUNNER Ii - FL"G721 A P.E.
2NOTES: 1 �1 PgTE OS ly'20LI '
.PAD SPACING 15 END TO CENTER OF PAD
U 2.PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER MODULAR
O 3.USE SAME MAXIMUM SPACING FOR INTERIOR SPACING ,nauw "'� °iwxww"�eri,e y'
cme®uoouw,v,.wacocaw 1;;,
GENERAL NOTES
STRUCTURAL LOAD LIMITATIONS
1. Foundation plans are not part of this plan set and are governed by local
jurisdiction. WIND LOAD CRITERIA
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,R4D2.1. 2. 1 RISK CATEGORY
4. Refer to tie down details for proper Installation requirements to meet code. 3. II BUILDING CATEGORY.
5. All lumber for construction will be#2 SYP except as noted. 4. ENCLOSED ENCLOSURE CLASSIFICATION
5. GCpl=0.18 INTERNAL PRESSURE COEFFICIENT
6. Gutters shall be site Installed per the local authority having Jurisdiction and ti. 5. 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 8. Pr=-93.0 PSF OVERTURNING FRAME
STRUCTURE
T UC RE
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 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 windbome debris impact 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 40D sq-ft or more shall have an SO" 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 s and buildings storage d,lawn 1 RESIDENTIAL CODE FRBC, 7TH EDITION (2020)
( ) g g SEISMIC LOAD: N/A
storage sheds bearing the insignia of approval of the department are not ELECTRICAL CODE REST NATIONAL ELECTRICAL CODE
p 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 structural 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
FLOOR LIVE LOAD - STANDARD 75 PSF At 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 71h 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
9 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
and shall comply with local requirements for permitting. MODULES PER BUILDING 1 A5 CROSS SECTIONS
P Y q P g• 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 07 SCHEDULES
the AHJ and shall comply with local requirements for permitting. HURRICANE SHELTER USAGE NO
17. HVHZ components for sheds require that installation per manufacturers HVHZ APPROVED YES
instructions.
TOP LINE ENGINEERING, LLC, CONSULTING ENGINEER
T TOP LINE ENG f N EERI NG.LLC
SLINE FINIAL ENGI ING, JULIO ORBEGOSO
FLORIDA
William E.Neary,III BUNGALOW SHED-HVHZ PE LICENSE#38769
SMP-51,SMI-79,ICC 5185040
DESIGN PRESSURES
a DOORS(by FAGAN) �*1-2110649 Oakview Pointe TerraceMODULAR STRUCTURE FOR: DATE: 02-05-2021
Gotha,Florida 34734 WINDOWS(byCROFr) SUPERIOR SHEDS
DIP INFO PROVIDED BY MANUFACTURFJi (877)439-7433DRAWN: R.L.G.
2323 S.VOLUSIA AVE.ORANGE CITY,FLJ327630
g Digitally
Please note:Any questions regarding local permitting should be directed to the Manufacturer. ,,.o'oReEi;'••,,,, signed by JulioAl MODULAR PLANS DEJOB: SS20-BU-HVHZ
The Manufacturer's contact Information can be foundin the title block ofthe plans. ;Orbe oso` @Date9SHEET NO.
2APPROVED FOR HVHZ ` 0:09:36D9
'SsioNAi;EN°j 15:09:,-osoo' MODULARPLANS DESIGN,CO.
2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-HVHZ-20***HVHZ APPROVED
A �A5 '�
CEILING J-BOX
SOURCE I T
2"X4"SYP#2 STUDS @
24"O.0 S
R
W/ ISTE STUDS4-0"FROM ENDWALL
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.... LOAD....J I I A6 p cNo^ O q A
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SINGLE POLE NEUTRAL 15 AMP G.F.I. �� m
SWITCH OUTLET
ELECTRICAL NOTES&OPTIONS: 2"X4"SYP STUDS
-AS PER NEX ARTICLE 330.30(B)SECURING OF MC TYPE
L—— @ 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'-0")
MAXIMUM NO.OF OUTLETS: 7 NOTE:SHOWN IS THE 10'-0"x 20'-0"
MAXIMUM NO.OF LIGHTS: 8
FLOOR PLAN NOTE:
SCALE:3/e'-1'-0• SHEDS TO HAVE A MAXIMUM
ELECTRICAL WIRING DIAGRAM OF 5 DOORS AND 10 WINDOWS
SCALE:NOT TO SCALE
'"L'yrZ'COP LINE EN.._.._. GINEEIiING LLC
L~SRR CTUNG EN IC ING
William E.Neary,III
NOTE: CONSULTING ENGINEER
1.MIN.GRADE STUDS:2"X4"STUDS TO BE Fb SIAP-51,SIVI-79,ICC 5185040
JULIO ORBEGOSO
=1200 PSI OR GREATER 10649 Oakview Pointe Terrace
FLORIDA
2.MIN.ROOF SHEATHING:29GA CORRUGATED METAL Gotha,Florida 34734 BUNGALOW SHED-HVHZ PE LICENSE#36769
3.MIN.FLOOR SHEATHING:%"PLYWOOD
w 4.MIN.WALL SHEATHING:D4 ALUMINUM SIDING
Digitallysigned MODULAR STRUCTURE FOR:
g DATE: 02-05-2021
NOTE: �
\O ORBEco,,, SUPERIOR SHEDS
23"SECTIONS OF 29GA CORRUGATED METAL SIDING J�!•'' �?GEN.... S b J U l IQ (877)439-7433
Y DRAWN: R.L.G.
O 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763
o FASTENED W/%"#8 HEX HEAD w/WASHER SELF - 7 No.38769 0 rbe�ry O$O
°s TAPPING SCREWS @ 6"ON.EDGE&12"IN FIELD. JOB: SS20-BU-HVHZ
_* MODULAR PLANS DESIGN,CO.
�'. Date:
SHEET NO.
'•.F(ORIDP.•''G\�, 2021.02.09 �_j-
s �„ A 1
15:10:26-05'00' MODULAR
PLANS DESIGN,CO. a°®a . s�.�a
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 "X4" TRUSS&(5)10d NAILS INTO
SYP#2 H D HEADER.
2"X4"SYP#2 BOTTOM LA
VARIES z
2"X4"SYP#2 KI G D 4"X4"SYP#2 HEADER SEE IL ERDETAIL2"X4'SYP#2 JACK STUD2"X4°SYP#2 KING STUD WWilliam E.Neay,III
ENDWALL DOOR&WINDOW > SMV-51,SMI-79,ICC 5185040
30649OamewPointeTefram
6'-0"WIDE OR LESS EADER DETAIL 00tha,Florida34734
SCALE:NTS SCALE:NTS FLOOR DECKING CONT.) DS
@ 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 4"X4"P.T.SKID(CONT.)
ATTACHED W/10d COMMON HIED LENGTH40'-0-
NAILS @ 4"O.C. (MAX.( )
""oaeE Digitally signed ALL STUDS SECURED TO SOLE PLATE WALL SHEATHING OPTIONS:
b Julio 7 "
by Julio FLOOR FRAMING W/ ;.II
/e OSB OR SHEATHING EQUIV.OR BETTER
Orbegoso QB LTS16 STRAP w/5-10d NAILS CORRUGATED ALUMINUM
Date: ON TOP INTO STUD,SECURING D4 ALUMINUM SIDING
FS•.a- 2021.02.09 FRoMFNpk INTO RIM JOIST ON BOTTOM e SIDEWALL FRAMING Yz"OR%"T1-11 SIDING
'4),SrONAi,E`,'.° A<C W/5-10d NAILS TYPICAL SCALE:3/8-1'.W -JAMES HARDIE PANEL OR EQUIV.
15:10:50-OS'00' (TYPICAL) JAMES HARDIE HORIZ.SIDNG LAP OR EQUIV.
SISTER STUD DETAIL. NOTE: 29 GA CORRUGATED STEEL METAL SIDING
WALL FRAMING MEMBERS ARE CONTINUOUS FROM (RUN ANY DIRECTION)
lOR SCALE:NTS FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A THERMO-PLY BLUE(0.135 THICK)
4 CONTINUOUS LOAD PATH.WHERE WALL MEMBERS ARE W/VINYL SIDING
OR 3 MITEK 1 , NOT CONTINUOUS,SHEET METAL CLAMPS,TIES,OR CLIPS
OR EQUIVALENT CONSULTING ENGINEER
SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS
1 "OR 16"X4"BETWEEN THAN 0.040"NOMINAL THICKNESS. JULIO ORBEGOSO
fV, LIDS.VENT IS SECURED FLORIDA
T THING INSTRUCTIONS BUNGALOW SHED-HVHZ PE LICENSE#38769
IN MODULAR STRUCTURE FOR:
(z)z"xa"wI III PLYWOOD DATE: 02-05-2021
ST P / OR OSB FILLER OR 4"M" SUPERIOR SHEDS
O E (877)439-7433 DRAWN: R.L.G.
2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763
$ a To 2"x4"SYP#2 JOB: SS20-BU-HVHZ
KING STUD , MODULAR PLANS DESIGN,CO.
> �'/ .. SHEET NO.
OPTIONAL HYDROVENT DETAIL SIDEWALL DOOR&WINDOW(TYP) 1
V SCALE:NTS - SCALE:NTS MODULAR jL_ A2_j
PLANS DESIGN, CO. a°'a gym"°'""
2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN #BUNG-HVHZ-20***HVHZ APPROVED
I '
SHED OVERALL LENGTH(MAX.40'-0")
SKID RUNNER SPACING*
WIDTHS 6'-0" 8'-0"' 10'-0" 11'-8" 13'-B" 2"X6"P.T.FLOOR JOISTS @
A V-10" . 0'-9" 1'-7" T-8" 1'-10.5" 24"O.C.OPTIONAL 125PSF
B 51" 6'-6" 6'-10" 6'-4" V-10.5" @ 16"D.C.TYP W/%"T&G
C
*VALUES ARE FROM END OF JOIST TO CENTERS OF
(2)4"X4"SKIDS ONLY.13'-8"WIDE SHEDS HAVE(4)
SKIDS. m OP.T.SYP#2 ❑o
PULLING BLOCK w
m o ,
m
0
4"X4"P.T.SKIDS ATTACHED io
W/H24 OR EQUIV.SEE TABLE
TOP LINE ENGINEERING.LLC 2 FOR QUANTITY&SPACING
T UCT RAL ENG ME
William E.Neary,III ¢
SMP-51,SMI-79,ICC 5185040
10649 Oakview Pointe Terrace
Gotha,Florida 34734 2"X6"PERIMETER RAIL
FLOOR FRAMING PLAN FLOOR SHEATHING:
SCALE:3/8-T-0• -Y4"PLYWOOD
%"P.T.PLYWOOD
FLOOR SHEATHING 2-I/2"X 1/2" -%"T&G
THRU-BOLT ` i Digitally signed "P.T.T&G
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:UGENSF•O.0,, by Julio
SIMPSON HL34' '
No.38I69 _Orbeg050
HEAVY ANGL2"x6"CONTINUOUS _*; * *_
P.T.FLOOR JOIST _ =b Date: CONSULTING ENGINEER
0�'•, STATE OF JULIO ORBEGOSO
- �G :F�ORIOP,.'G\� 2021..02.09 FLORIDA
0 i i I ITT '��SS�ONAL��l``: BUNGALOW SHED-HVHZ PE LICENSE#38769
NOTCH 15:11:10-05'00'
i 4"X4"P.T.SKID
MODULAR STRUCTURE FOR:
I I I DATE: 02-05-2021
4-1/2"X vi" SUPERIOR 7SHEDS
THRU=BOLT
2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763' ' DRAWN: R.L.G.
FLOOR JOIST TO SKID CONNECTION
SCALE:NTS '\ MODULAR PLANS DESIGN,CO. JOB: SS20-BU-HVHZ A3� /�.-.,�
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MODULAR
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2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN# BUNG-HVHZ-20***HVHZ APPROVED
NOTE:INSTALLATION FOR ALL ROOF
SHEATHING OPTIONS AS PER
MANUFACTURER INSTRUCTIONS
SIDEWALL BELOW D4 ALUMINUM ROOFING
a a .
o p
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SHED LENGTH(MAX.40'-0')
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SCALE:318'•1•-0'
aS JULIO ORBEGOSO
FLORIDA
f,J C r uNE ENG1NEEWNc LLc BUNGALOW SHED-HVHZ PE LICENSE#38769
' JL,— -STRUCTURAL ENGINEERS
William E.Neary,III ��``��``ORB11j����i� MODULAR STRUCTURE FOR: DATE: 02-05-2021
�No....••••Fco ,, Digitally signed SUPERIOR SHEDS
SMP-51,SMI-79,ICC 5185040 J ,• LICENSE'•,s
10649 Oakview Pointe Terrace _ �' O (877)439-7433 DRAWN: R.L.G.
No.38769 by Julio 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763
L
o Gotha,Florida 34734 a JOB:, SS20-BU-HVHZ
Orbegoso i;l� MODULAR PLANS DESIGN,CO.
-O STATE OF (!7, Date:2021.02.09 SHEET No.
ss, E�G`� 15:11:26-05 00 -' A4
o .,,�oNa►. ,, MODULAR
PLANS DESIGN, CO. � �
2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-HVHZ-20***HVHZ APPROVED
SISTER STUDS FOR 4'-0" SISTER STUDS FOR 4'-0"
FROM ENDWALL(TYP) TYPICAL STUD SPACING 24"O.C.MAX FROM ENDWALL(TYP)
MIN.3:12 2"X4"ROOF TRUSSES
MAX.8:12 @ 24"O.C. ENDWALL
SIMPSON LTS12 @ ALL TRUSS
2"X4"SYP#2 COLLAR TIE TO HEADER CONNECTIONS.
2"X4"SYP#2 ROOF USE MIN(5)10d NAIL INTO
TRUSSES @ 24"O.C. TRUSS&(5)10d NAILS INTO
2"X5"MITEK MT20 HEADER.
OR EQUIVALENT VARIES 12"MAX. IL VARIES
SEE HEADER w
2"X4"SYP#2 STUDS DETAIL
@ 24"O.C. >
2"X4"SYP#2 BLOCKING
w
4"X4"P.T.SKID(CONT.) FLOOR DECKING CONY.) 2"X4"SYP#2 STUDS
' FLOOR DECKING(CONT.) 2"X4"SOLE PLATE @ 24"O.C. 2"X4"SOLE PLATE
FLOOR JOISTS @ 16"O.C. 2"X6"PERIMETER 2"X6"PERIMETER
SHED WIDTH 4"X4"P.T.SKID(CONY.)
(6'-0" 8'-0" 10'-0" 11'-8" 13'-8") SHED LENGTH(MAX.40'-0")
ALL STUDS SECURED TO SOLE PLATE WALL SHEATHING OPTIONS:
e CROSS SECTION W AND FLOOR FRAMING W/SIMPSON
A5 SCALE:3/B"-V-0" LSTA12 STRAP w/5-10d NAILS /s"OSB OR SHEATHING EQUIV"OR BETTER Digitally signed b
-CORRUGATED ALUMINUM g Y 9 Y
ON TOP INTO STUD,SECURING B CROSS SECTIONS' -D4 ALUMINUM SIDING.
INTO RIM JOIST ON BOTTOMJUIIO Orbeg050
W/5-10d NAILS(TYPICAL) A5 SCALE:3/8—V-0° yD OR SIDING
-DAMES HARDIE PANELL O OR EQUIV. Date:2021.02.09
NOTE: JAMES HARDIE HORIZ.SIDNG LAP OR EQUIV. $;� :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
NOTE: W/VINYL SIDING JULIO ORBEGOSO
WALL FRAMING MEMBERS ARE CONTINUOUS FROM FLORIDA
8 FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A BUNGALOW SHED-HVHZ PE LICENSE#38769
CONTINUOUS LOAD PATH.WHERE WALL MEMBERS ARE
NOT.CONTINUOUS,SHEET METAL CLAMPS,TIES,OR CLIPS
SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS Mgr E ENoi eE.ffia#LLC MODULAR STRUCTURE FOR:
THAN 0.040"NOMINAL THICKNESS. ` Y SUPERIOR SHEDS DATE: 02-05-2021
William E.Neary,III (877)439-7433
SMP-51,SMI-79,[CC 5185040 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 DRAWN: R.L.G.
10649 Oakview Pointe Terrace
R Gotha,Florida 34734 _i. if? _ MODULAR PLANS DESIGN,CO. JOB: SS20-BU-HVHZ
.` SHEET NO.
"�aW ,o" "F,-11, A5
o MODULAR W
PLANS DESIGN, CO. 00Em"°°"^""""�0�"
2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-HVHZ-20***HVHZ APPROVED
2"X5"MITEK MT20
2"X5"MITEK MT20
OR EQUIVALENT
MIN.3:12 OR EQUIVALENT MIN.3:12 2"X4"ROOF TRUSSES MIN.3:12
MAX.8:12 MAX.8:12 MAX.8:12
@ 24"O.C.
X4"S P#2SI JDS (2)2'X4"SIP#2
@ 24' D.C. HEADER 2"X4"SYP#2 STUDS
@ 24"O.C.
(2)2"X4"SYP#2
HEADER
2"X4"SYP#2 BLOCKING
2" "SYP BLOC ING rn
w
j w
MAX 108" 2"X4"SYP#2
2"X4" OLEJTE SOLE PLATE
MAX 36"
2"X6"PERIMETER
SHED:WIDTH SHED WIDTH
SHED WIDTH
(6'-0",8'-0",10'-0",11'-W,13'-8") (6'-0',8'-0",10'-0",11'-8",13'-8")
4'X4"P.T.SKIDS ATTACHED W/ (6'-0" 8'-0" 10'-0" 11'-6",13'-8")
4"X4"P.T.SKIDS ATTACHED W/
SIMPSON H24 OR EQUIVALENT. SIMPSON H24 OR EQUIVALENT.
SEE TABLE 2 FOR SPACING. SEE TABLE 2 FOR SPACING.
e ENDWALL FRAMING B ENDWALL FRAMING B ENDWALL FRAMING
A6 SCALE:3/8'-1'-0• qg SCALE:3/8-T-0
qg SCALE:3/e'=1'-0'
CONSULTING ENGINEER
OETOP LINE ENGINEERING LLC
STRUCTURAL FNGINEEIlS JULIO ORBEGOSO
Digitally FLORIDA
8 William E.Neary,III \` ORB/// / BUNGALOW SHED-HVHZ PE FLORIDA
PE
SNIP-51,SMI-79,ICC5185040 ``O FG,��,� signed by Julio
10649 Oakview Pointe Terrace \..............SF'•Ooc;ENs ' MODULAR STRUCTURE FOR:
DATE: 02-05-2021
Gotha,Florida 34734 - �: '•� Orbegoso SUPERIOR SHEDS
No.38769 = (877)439-7433 DRAWN: R.L.G.
* * * Date:
2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763
=�'. I JOB: S320-BU-HVHZ
O STATE OF 4(/ 2021.02.09 !. MODULAR PLANS DESIGN,CO.
ORIS+S •....., NG�. SHEET NO.
°a ��NAL`E�` 15:12:06 rj
05'00' MODULAR ""�'� ";:" ;;; &6]
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PLANS DESIGN, CO. �ro
2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-HVHZ-20***HVHZ APPROVED
SIMPSON STRONG DRIVE&STRAP-ED SCREW SCHDEULE FASTENING SCHEDULE
PMTLOESC. UPLIFT WALL FASTENER ER FASTENER P-FASTENER (FBO TABLE-.U.')
HI 1m !-SDBa T I-SOW1.6' CONNECTION iASTENWp CONNECTOR x1.. -UPGIROERAN08EAM9 NX121AZ Tm - 6-SDID.50 .-..I-T 1.OST S-m CAMON A? 0.1]17 TOEWUL TmX O0.1M ^T NBOZC
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495 5-90ty --a' 3-SAO �OM
3.14GAVGESTAPUISATi0.O.C. SIDES
M}.54 510 5-S00a1.5• 6.6D9a13' LBRINGWGTOJOIST 2•m COMMON(21?X0.131'J) TOENA4 EACH END 2.2m COMMON(4'%0.18!)
H25 41. B-S00.G.5• 5-SOSa1S 2•m COMMON 121R%0.131') 3.3'k0.131'NAAB FACE KARAT ENDSMDAT
HIM m5 5-50&I.S 5-SOOa1.9' 2.3-14GAUGESTAPIES --14GAU.ESTAP- FACHSPUCE
H}A 405 T-SOBS 6-909a- 3.113•SUBROORORIFSSMEACHJOIST 2-m COMMON 21?XO.13I FACE NAIL 3S.YPLMKS tm COMMON 12'%0.1 AT EACH.-NG
M] 1. 4-SOBa v 4-S0.I.T 4.WIDER THAN IW SUBFLDOR TO EACH MST mCOMMON 21?%0.131 FACE NA4 20.00 LJ IETORAPTER
-ERHI 280 4-SDBa1.S 4-SOBa13' S.2'SUBROOR TO JOIST OR GIRDER 2-11m COMMON 11112'%0.182' BL1NDAROMENAIL <:1"CO'0.13 NN
ON %0.1487MIN. FACE NAR
US
H5 413 4-SOBa1S 4-BDBa1.S B.SOLE PLLTE TO JOIST OR BLOCKING j X if�131 NNL9AY AT IT S'OL.0.4 TYPICAL FACE NAL 4-3'fO GAUGE STAPLES
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LTSt! 1235 6-60W1.5' 0-SOBa1.5' BOLE PUTS TOJOISTATBLOCMNGAT 9.1m COMMON 131 1B'O.C. 4-3.14 GAUGE STAPLES
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PARTWESG UPLIFT -FASTENER ROOR FASTENER S.000BLESIUDS lm(31?X0.1]SS11.210.L. FACENNL 4-Y14GAUOSSTAPIFS
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LTS1G 820 61ma1S 610N13' (2112] 311 NO.1a
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PMTWESG UPLIFT COLUMN FASTENER RAFTER FASTENER IB.RAFlERTOPLATE 1 (21?%0.1317 TOE NAL O.COMAIN.
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A]J Tm 4•lm USED
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PMTWOESG UPLIFT WALL FASTENER FLOOR FASTENER N.1-DAGONAL OMM TO EACH STUD a PLATE 2-BE COWAON21?%0.1]17 FACENAIL INTERMEDATE SUPPORT.WHEN USED FOR NONSTRUCTURAL SHEATHING.
BTN PUTE 2-3'k0.131'NAL9 N.CORROSXJNAESI6T-1 ID FW0 NAR8 WITH TIIB•DMMETER HEADM011?LENGTH FOR I?fiHFATNWOMp1 LI'IFNOTM FOfI L9TA-IB 1110 T-im T-Im 3-]-II GAUGE STAPLES 9XEATMING.
PMTYNESG UPLIFT bTUDFASTENER HEAO.I MTENFA I.CORR0910NAESISTANT BTARESWITHNOMI 1LIB'CROWNORI'CROWNAN0111 111THFORI?FORT-SHETHING
HEADER(D) TP-]5 NIR S-3'a0.1]t' S'd•sD.131' 21.1-NB'SNFATMINO TO EgCN BEARING 3-aECOMMOM 1?%0.131 FACE NAIL PANEL 6UPPoILT9 AT lfi•120'IFBTMENGTM NLL919 THE LONG DIRECTION OF THE PANEL,UNLESS OTHERWISE MAfU(EpL
22 WIDERTNM I'XB'SHEATHINGTOEASEARING 3-m COMMON W X 0.131 FACENALL KPMEL 6UPPORTSAT24'.CASWGORFlNI6H.'(9 SPACED AT S INCHES ON PANEL EDGES.I2INCHES AMOM M-h PORTS.
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PMTNOESC. uPLIFi WALL FASTENER FLOOR FPBTENER 0'%0.1]t'NAIL9 fi37 MW. 10.O L.
TIE-DOWNS 2000.1-1N'w10E IT25 1-Ima1.5' - T14 GAUGE STAPLES I6.O.C. O.MSTENE SSPACEOATIINCHE3ONCE-R,ATEODEG`WCHESAI`TS MEDATE SUPPORT.FOq 6U8R00RANO 8HFATIORO
LB'Al0'MCHOq 1]00 - - I"CHE9 ON CENTER
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AT INTERMEDATE 9UPPoRT9 fORPO0F 6HFATMINS
P.FASTENERS SPACEDAT4INLHEB ON CENTERATEDOE9,B WCHESAT LNTERNEOATE SUPPORTS.
ALL STRAPS ST BESUB9TRUTEOWITHMFOUWALECTBRANR24-O...&-STRE.- P.FASTENERS MIR15T BFW9 ALLE0 WITM EVEN SPACINGBETWEENTHENACROS9ATTACHINGMEMBER
B.RAPTERTIES T08TU0 WALL TO BE AT EVERV CONNECTION FOR 21.O.C.B CAN EVERY OTHER
FOR I6.O.C.BUT IS REQUIRED ON MMERSAND STUDS ADJACENTTO CORNERS.
C.ONLY NEEDED ON ALUMINUM S VINYL SHEKTHINO WALLS.
D.REAOER90VFRB SPAN.
ALTERNATE FASTENING SCHEDULE CONSULTING ENGINEER
PRODUCT OPTIONS ^ 111 CONNECTION FASTENING JULIO ORBEGOSO
E1� N.T.3I=1RDD6TRU-S PATHING JpPMTICLEBOFRD 1R'NiD LE65 2'XO.p93'PINO bN0.4NNNL
U PRODUCTCAT. 6U..CATEGDRY NNNFACRIRpi MODELIDESC. STATEOFFLAPPROVALI 9UBROOR.ROOFMDWALLSHFATHWOITOFRAA6N0) 6•FROMEOGElp0.4 FLORIDA
PMELwAus slDwG JAMESHARDIE vm•cEmR Fu13zu1 .Plgltallysigned by BUNGALOW SHED-HVHZ PE LICENSE#38769
PANEL woos spwp JAMFS HARD. WITS- -1]2zT.x hullo Orbegoso
Pate:2021.02.09 MODULAR STRUCTURE FOR:
o PANEL- sum Aw.1GwuM D Flf.al]A1 DATE: 02-05-2021
PANEL-
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2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN# BUNG-HVHZ-20***HVHZ APPROVED