HomeMy WebLinkAboutEngineering db'pr
De aliment of Business FLA.10anufacturedBuildingProgram
260113lair Stone Road
t'fofessional Regulation Tallahassee,Florida32391rfi772
Phone:85D.487.1824•Fax 85D.414.5;35
Halsey Beshears, Secretary RE " Y Ron DeSanlls, Goy+emor
August 07,2019 RECEIVED
Alex Martens MAR 05 2021
Superior Sheds,Inc.
2323 S.Volusla Ave Permitting Dapartment
Orange City,FL 32763 St. Lucie Count;
RE: Manufacturer Certification,ID MFr-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
it
Email generated by the BCIS(www.floridabuilding.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.floridabuildino.ora 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
I
cc:Top Line Engineering, LLC
I) ;
2'xY GALVANIZED WASHER `\fJ GENERAL NOTES 8 SPECIFICATIONS FOR AUGER ANCHORS
I Illl }5•gNR DR NOTCH OR BOLT
WITHVNUT ppTONAL FOR'HIGH SET' :,HRU251P BOTTOM PLATE OAl)lANIZED WAS 1. BUILDING ANCHORS SHALL BE'MOBILE MOME'TYPE HP-151NGLE HELUC EYE
il2'x5'(400 LB)CONCRETE ( L{REAOEO RODc* )'� 2/'RS AUGER ANCHORS BY HOME PRIDE OF BRI9TOL,VA OR EDUIVALENT.AVERAGE
EVES BOLTED TOGETHER WEDGE ANCHORINTO SLABgSET WSH 7T HOLDING STRENGTH IS NOT LESS THAN 4,726 LES.
WITHK'IY2'BOLTNUTWITHVCOUPLER THRU 2°xb°P.T.BOTTOM PLATE 14�, 2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER).
(2)2'x2'GALVANIZED WASHERS (SEE TABLE t FOR SPACING) 4'BOTTOM PLATE NAILED 12 C SURLER V� a r� 1 LOCATE ANCHORS PER TABLE 4A OR 48.
i (2,000LB SHEAR CAPACITY) T02':6'P.T.BASE ¢ K ] "� 3. THREAOEO.ROD WITH LYESOLTS SHALL BE PLACED THRU THE BOTTOM PLATE
• . 4'MIN. MIN. 12'x12'FORGEGjq,EBCILT I ; t (FLOOR SYSTEM)AND ATTACHED TO ANCHOR.THESE CAN BE EXTENDED WITH
< +111 THREADED ROD(OR STRAPS WITH EQUAL OR GREATER STRENGTH)FOR
C NCRETE SLAB BY OTHERS _ � EY S BOLTED TOGETHEfiWI I25¢ X f - •-' GRADE ELEVATED PORTIONS OF SHEDS ON LEVELING BLOCKS.
JS'x 3'(400 LB) BOLT NUT WITH(2)2 z2 GALVANZED TYPE I II,III,�OR IV PAD WITH
CONCRETE WEDGE ANCHOR SIMPSON A-24 THROUGH LOCAL CODES CONCRETE SLAB BY OTHERS //fie 3 --
(SEE TABLE 1 FOR SPACING) CLIP OR EQUAL AND JURISDICTION THROUGH LOCAL CODES) WASH RS(2,000LB SHEAR CAPACITY) r; 1 BLOCKING AS REQUIRE TABLE 4A
AND JURISDICTION r )('). ;alu Lr./,I,(SUE:7AB�E 3) 30'AUGER ANCHOR SPACING-SINGLE WIDE
RECEIVED SHED WITH SKID O'EARTH AUGER ANCfIOR t•, t t 1j
ANCHORED IT CONCRETE SHED WITH'NO FLOOR'OPTION ( ETAS LE4FOR SPACING) }'(r{L6 J.,�, '1�y SHED WIDTH LW' UPLIFT(PLF)END ANCHOR-'MAX,INTERIOR SPACING
MAR O5 tU21 ANCHORED TO CONCRETE A
c, ,:,,SF(ED,WITH SKIDuky_:'
.,,4T0'pAD'O� RBLOCKIaOf'•' 13'-B' 7.00 243 O' 'T03b' 10'-0'
Perml[LIOg D2Partmenr I 11'-8' 6A0 208 0'-0'T03'-0' 10'-0'
101-01 500 174 0-17T03-0 101-0
• LLIM �96P AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHED � z- i
/ 400-i 136 _
i 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 -i1 '
3.00 - 104 0-0'TO 3'-0'f
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE,PROPERTY LINE,ETC. PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. B'-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 '
j 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 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 SPACINNGG
-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)f'x41' i 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 BOLT HOLES ARE - I -.�4 I
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'T03'-0'
(SEE TABLE 3). PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. i ' -
4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING,HOLES ARE DRILLED 4. GROUND ANCHORS ARE THEN ADDED(SEE TABLE 4B). 30;UGE[2 ANCI10RI�. S LOAD WIDTH UPLIFT ON RUNNER
THRU THE 2•X4'BOTTOM PLATE WITH A 112'AUGER BIT.1/2'EYEBOLT OR OPTIONAL 112'THREADED 5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER.THE SUPPORT BRACING ISItS "(d 725 LB) �.+ •• LOCATION FROM END WALL OF AUGER ANCHOR
ROD(FORA-HIGH SET)IS SECURED THRU THE HOLE. REMOVED. 1145TAL4ED PER MFRS M 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 INSTRUGTIO(JS EYELET AT
FOOTER(GARAGE DOORS FOR EXAMPLE).HEADER DESIGN TRANSFERS THESE LOADS. FOOTER(GARAGE DOORS FOR EXAMPLE).HEADER DESIGN TRANSFERS THESE LOADS.
6. IF THE UNIT HASAFLOOR,EITHERAHOLE IS DUG FORTHE30'AUGER ANCHOR AND 41!i) ) 5 .n.i L-•� NOTES
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2'HOLE IS DRILLED INTO THE CONCRETE I CODE IN 1.ANCHOR SPACING IS DESIGNED AS PER ASCE-7
! 1-1k'OFF THE RIM JOIST.THE EYEBOLT IS FASTENED THRU THE BOTTOM PLATE AND ASIMPSON I FORMAT 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 I/2'%5'WEDGE ANCHOR THRU THE 2'z4'BOTTOM CODE VERSION ( FBC 7TH:E0(TIOtJI ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN IO'-0'
PLATE I Y(2020)ASCE 7'18) BETWEEN ANCHORS.
MANUFACTURER OR SHEDS 4.ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN i
i FIRE SUPPRESSION SYSTEM NONE WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE
- .._._ _- BUILDING TYPE MPNUF.SHED �
i EXISTING BUILDING:IN
CONSTRUCTION y.g TO THE SIDE AS POSSIBLE
II� TABLE 1 TABLE 2 TABLE 3A CODE VERSION NONE
ANCHORING TO CONCRETE SKID RUNNER SPACING' PAD TYPES GENERAL NOTES:
SHED WIDTH UPLIFT(PLF)ANCHOR SPACG I SHED WIDTH X1 X2 X3 TYPE PAD DIMS MAX LOAD' MATERIAL 1.FOUNDATION PLANS ARE NOT PART OF THIS
OCCUPANCY STORAGE PLAN SET AND ARE GOVERNED BY LOCAL -
20'-0' 400 3'-6' 13'41' 1'-101' 1'-10}' 1'-10)' I 2'x8'X1B' 1778 LBS CE E T ND D IX I ALLOWABLE NO. STORIES i JURISDICTION. '
BASIC WIND SPEED 180 MPH(VULT) 2.THIS BUILDING IS EXEMPT FROM THE FOG
13'-e' 2B0 3'-6' 11'-8' 2'-B' 8'-4' II 4'XB'X16' 3500 LBS C O S EXPOSURE p i ENERGY CONSERVATION CODE PER SECTION "••,f' --°'d--
I 101522 "�•""
11'-' 240 T-6' 10'-0' 'V-7' 8'-10, - III 16'XI6' 3950LES ABEPLASTICPADS j ENCLOSURE ENCLOSED
8 3.REFER TO TIE-DOWN DETAILS FOR PROPER Digitally signed
Ir ; INTERNAL PRESSURE COEF. /-0.18 INSTALLATION REQUIREMENTS TO MEET CODE. g Y 9 Y
10'-0' 200 T-6' B'-0' 9' V-6' - IV B'XB'X18' 1900LBSCEMENT AN SAND I I IMPORTANCE FACTOR 1.15 Julio Orbegoso
j I. 160 3'-6' B-0' 10' 61' - •BASED ON 2000 PSF SOIL BEARING CAPACITY(2000 PSF IS TYPICAL) ROOF DEAD LOAD 10 PEP
; 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' 1.HOLLOW OR SOLID CONCRETE BLOCKS(8'x8'xie')MAY BE STACKED FLOOR DEAD LOAD 8 PEP 16:42:51-05'00'
I----------------------- NOTES: ON PADS FOR HIGH SETS UP TO 48°WITHOUT REINFORCING.
1.HOLLOW OR SOLID CONCRETE BLOCKS(B'x8-MV)MAY BE 2.ASS PADS REQUIRED ON 1 V-B'AND 13'-B'WIDE SHEDS ONLY. I FLOOR LIVE LOAD 75 PEP 1125 PEP
STACKED ON PADS FOR HIGH SETS UP TO 48•WITHOUT 'R'RATING(WALL,FLOOR,ROOF) NIA
REINFORCING. CONSULTING ENGINEER
2.PBS PADS REQUIRED ON 11'-8'AND 13'-B'WIDE SHEDS ONLY, I MODULES PER BUILDING 1
! HURRICANE PROTECTION USAGE NO
JULIO ORBEGOSO "'i
HURRICANE SHELTER USAGE NO F Q '
-1 I-. DA RI ,
TABLE 3 ' SQUARE FOOTAGE LESS THAN 720 S.F.
_-^ -------------
SHED ._ PE LICEf�SE#38769
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE&DOUBLE WIDE SHEDS .,,...1..
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 SHED STRUCTURE FOR:
w PAD TYPE PAD PAD TYPE DATE: 01-22-2021
IT-B° SW/DW 4.161332 WTO 5" 6'-0' 1936 LB I,II,III,OR IV 1879LB I,II,III,OR IV SUPERIOR SHEDS
1l'-B• Sw/DW 6.00I48D 0'TO 6' V-0' 2558 LB 1,II,III,OR IV 2556LB I,II,III,OR IV (677)439-7433 DRAWN: R.L.G.
2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763
o 10'-0' SW/DW 6.001400 0'TO B• 6'-0' 24DO LS I,II,III,OR N 2400LB I,II,III,OR IV 1
G �N JOB: SS FOUNDATION
B'-0' Sw .4.00/320 o'TO fi' 6'-0'. 2629 LB LJI,III,OR IV 2133LB 1,11,m,OR IV _.�, .,....,_..._ MODULAR PLANS DESIGN,CO. '
3.001240 0'TO 6- V-0- 1658 LB 1,11,III,OR IV 1866LB I,11,III,OR IV i'> i SHEET NO.
NOTES:LOAD WIDTH OF UPLIFT CNRUNNER----- -_-- ---- U _I-
1.PAD SPACINGIS ENDEND CENPADS SPACING
CI PAD MODULAR A 1
2.PADS OTHER THAN ENO PADS SPACING IS CENTER TO CENTER - m�oave oa-re-aune,va o,rx:eamae.,a.
3 USE SAME MAXIMUM SPACING FOR INTERIOR SPACING
O PLANS DESIGN,CO.
Please note:Any questions regarding local permitting should be directed to the Manufacturer.
NOT gPPRObEDI FOR,HVHZ The Manufacturer's contact information can be found in the title block of the plans.
�,,� ,
STRUCTURAL LOAD LIMITATIONS
I)' LISTING AGENCY APPROVAL: TOP LINE ENGINEERING, LLC.
WIND LOAD CRITERIA RESIDENTIAL IC CODE FBC, 7TH EDITION
EDI N((020)
1. 132 Vasd/170 VulI WIND SPEED(MPH) TIO
2. I RISK CATEGORY 2323 S.VOLUSIA AVENUE ELECTRICAL CODE 2017 NATIONAL ELECTRICAL CODE
3. II BUILDING CATEGORY BUILDING TYPE RESIDENTIAL LAWN STORAGE SHED
4. ENCLOSED ENCLOSURE CATEGORY
CLASSIFICATION
ORANGE CITY, FLORIDA 32763 MANUFACTURER SUPERIOR SHEDS, LLC
5. GCpI-0.18 INTERNAL PRESSURE COEFFICIENT (877 439-7433 AGENCY TOP LINE ENGINEERING, LLC
S. C EXPOSURE FACTOR AGENCY PLAN NUMBER BUNG-20 -
6. 0.85 WIND DIRECTIONALITY FACTOR(Kd) GENERALNOTES CONSTRUCTION TYPE V-B
7. 0.85 GUST RESPONSE FACTOR(Gh) 1.FOUNDATION PLANS ARE NOT PARTOF THIS PLAN SETAND ARE GOVERNEDBY LOCAL JURISDICTION. FIRE PROTECTION NO
8. Pr=-93,0 PSF MAIN FRAME STRUCTURE 2.BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGEONLY FIRE SUPPRESSION SYSTEM NO
OVERTURNING LOAD 3.THIS BUILDING IS EXEMPT FROMTHE FECC PERSECTIONS R101.4.2A.R402.1. OCCUPANCY UTILITY
4.REFER TO TIE DOWN DETAILS FORPROPER INSTALLATION REQUIREMENTSTO MEETCODE. ALLOWABLE-# OF STORIES 1
9. COMPONENT&CLADDING LOAD 5.ALLLUMBER FOR CONSTRUCTION WILL BE#2 SYP EXCEPT AS NOTED. WIND VELOCITY - 170 MPH, EXPOSURE C
(ROOF) 6.GUTTERS SHALL BE SITE INSTALLED PERTHE LOCAL AUTHORITYHAVING JURISDICTION AND PERMITTING FIRE RATING OF EXTERIOR WALLS 0
Pr=ZONE 1:-35.63 PSF,ZONE 2:-35.63 PSF,ZONE 3:-65.26 PSF REQUIREMENTS. FLOOR LIVE LOAD - STANDARD 75 PSF
7.ALL WINDOWSAND DOORS TO MEETTHE MINIMUM SPEC]FICATIONSPERTHE APPROVED PLANS AND THE FLOOR LIVE LOAD - OPTIONAL 125 PSF
(WALL) FLORIDA BUILDING CODE. FLOOR DEAD LOAD 10 PSF
PW=ZONE 4:-39.14 PSF,ZONE 5:-46.89PSF 8.IN ACCORDANCE WITH FBC 1609.1.2;-STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION ROOF LIVE LOAD 30 PSF
AND THAT HAVE A FLOOR AREA OF 720 SQUARE FEETOR LESS ARE NOT REQUIREDTO COMPLY WITH THE ROOF DEAD LOAD 10 PSF
10.THIS BUILDING IS NOT DESIGNED FOR PLACEMENT THE
MANDATORYWINDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE'. "R" RATING OF FLOOR,WALL,&ROOF N/A
UPPER HALF OF A HILL�OR ESCARPMENT EXCEEDING
15 FEET 9.IN ACCORDANCE WITH FBC 1010.1.1,EXCEPTION(10.)BUILDINGS THAT ARE 400 SQ-FTOR LESS AND THAT MODULES PER BUILDING 1
IN HEIGHT. AREINTENDED FOR USEIN CONJUNCTION WITHONE-AND TWO-FAMILY RESIDENCES ARENOTSUBJECTTO SQUARE FOOTAGE 719 SQ/FT MAX.
THE DOOR HEIGHTAND WIDTH REQUIREMENTSOF THIS CODE.STRUCTURES400 SQ-FTOR MORESHALL HURRICANE PROTECTION USAGE NO
SEISMIC LOAD: N/A HAVEAN 80"MINIMUM DOOR. HURRICANE SHELTER USAGE NO
FLOOD LOAD: 10.IN ACCORDANCEWITH FLORIDA STATUTE553.80(1)D,LAWN STORAGE BUILDINGS AND STORAGESHEDS HVHZ APPROVED NO
THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR BEARING THE INSIGNIA OF APPROVALOF THE DEPARTMENTARE NOT SUBJECTTO 553.842(FLORIDA
SUBJECTED TO WAVE ACTION WHEN LOCATED IN A FLOOD PRODUCTAPPROVALS)BUT SHALL MEET THEDESIGN WIND LOAD REQUIREMENTS OF THE2020 FBC 7TH
PRONE OR ZONE AREA.FINISH FLOOR ELEVATION MUST BE EDITION. TOP LINE ENGINEERING LLC
LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL. 11.FLATMETAL STRAPS CAN BE BENTAROUND STRUCTURAL MEMBERS OF WALL STUDS,TRUSSES,
SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH CHORDS,ETC.TO HELP SECURE THESE MEMBERS,PROVIDED THATTHE ADDED BEND DOES NOT
THE LOCAL FLOOD ZONE REGULATIONS. INTERFERE WITHANY OF THE EXISTING BREAKSIBENDS IN THE STRAP. .
12.ASPER FBC SECTION 1626.1 EXCEPTION(F):STORAGE SHEDS THATARE NOT DESIGNED FORHUMAN t^'L 70P LINE ENGINEERING LLC
HABITATION AND THAT HAVE FLOOR AREA OF LESS THAN 720 SQUARE FEETOR LESSARE NOT REQUIRED STRUCTURAL ENGINEERS
DRAWING INDEX TO COMPLY WITH THE MANDATORYWINDBORNE DEBRIS IMPACTSTANDARDS OFTHISCODE:
13.COMPONENTS/CLADDING AREIN COMPLIANCE WITH THE 2020 FBC 7TH EDITION. William E.Neary,III
C1 COVER SHEET 14.SHEDSLOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH THE LOCAL FLOOD ZONE REGULATIONS. SMP-51,SMI-79,ICC5185040
Al FLOOR PLAN 15.IF A WALL IS FRAMED FOR FUTURE HVAC UNITS THATSHALL BE APPROVED BY THE AHJ AND SHALL'
A2 SIDEWALL FRAMING COMPLYWITH LOCAL REQUIREMENTS FOR PERMITTING. 10649 OakVlew Pointe Terrace,
16.WINDOWSAND DOORS INSTALLED BYTHECUSTOMER THATSHALL BE APPROVED BYTHEAHJ AND Gotha,Florida 34734
A3 FLOOR FRAMING SHALL COMPLYWITH LOCAL REQUIREMENTS FOR PERMITTING. CONSULTING ENGINEER
A4 ROOF FRAMING 17.HVHZCOMPONENTS FORSHEDS REQUIRE THAT INSTALLATION PER MANUFACTURER'S INSTRUCTIONS.
AS CROSS SECTIONS JULIOORBEGOSO
FLORIDA
o AS ENDWALL FRAMING
BUNGALOW SHED -
PE LICENSE#38769
z A7 SCHEDULES
� - DESIGN PRESSURES
N
° DOORS: +1-20 PSF MODULAR STRUCTURE FOR: DATE: 01-19-2021
wlNDows: +/-40.1oPSP. SUPERIOR SHEDS DOrbegos
ulio
(877)439-7433 DRAWN: R.L.G. '
2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 Orbegos2Q2�,Q�,2JOB: SS20-BU-NONH
MODULAR PLANS DESIGN,CO. 0 SHEET NO.
NOT APPROVED FOR HVHZ09:03:39MODULAR are,, . ,,.,,.,� -05'0 ' C.1
0 PLANS DESIGN,CO.
2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN# BUNG-20""NOT HVHZ APPROVED -
A A
A5
A2 �
I �
CEILING J-BOX I
_ LINE .,. :;:. - ,.,w,ra^ ,�s<sra�rtr:,r�a�•rr xsc��u^ �,. ,n«r: gym:, Es �aazsa... r�rx.•:.
. —— -+- —� � 2„X4"SYP#2 STUDS @
.:;. •:. " k
j
SOURCE i N b Lo I 24„O.0 W/SISTER STUDS
I I 4-0"FROM ENDWALL
e
LINE I I W w °P
90
o-i I N II L Z\Iq
LOAD J B awe" �c A
IC-L. A6 �• w o A6
NEUTRAL G.F.I. o 9 U)9
SINGLE POLEEO
SWITCH OUTLETco
4
ELECTRICAL NOTES 8 OPTIONS: 2"X4"SYP STUDS
-AS PER NEX ARTICLE 330.30(B)SECURING OF MC TYPE -—— @ 24"O.C. I
CABLE.UNLESS OTHERWISE PROVIDED,CABLES SHALL BE A5 j
SECURED AT INTERVALS NOT EXCEEDING 6FT.CABLES
CONTAINING FOUR OR FEWER CONDUCTORS SIZED NO
LARGER THAN 10 AWG SHALL BE SECURED WITHIN 12 IN.OF
EVERY BOX,CABINET,FITTING,OR OTHER CABLE
TERMINATION.
ALL WIRING SHALL BE 14 GAUGE 3-WIRE MC CABLE.
ENCASE IN ALL METAL BOXES. SHED OVERALL LENGTH(MAX.40'-0")
MAXIMUM NO.OF OUTLETS: 7 NOTE:SHOWN IS THE 10'-0"x 20'-0"W/6'-0"PORCH OPTION
MAXIMUM NO.OF LIGHTS: B
FLOOR PLAN .NOTE:
SCALE:are-=r-0• SHEDS TO HAVE A MAXIMUM
ELECTRICAL WIRING DIAGRAM of 6 DOORS AND to wlNDows
SCALE:NOT TO SCALE
NOTE: CONSULTING ENGINEER
1.MIN.GRADE STUDS:2"X4"STUDS TO BE Fb
JULIO ORBEGOSO
1200 PSI OR GREATERFLORIDAF
2.MIN.ROOF SHEATHING:29GA CORRUGATED METAL #
SHED BUNGALOW PE LICENSE
#38769
o 8 3.MIN.FLOOR SHEATHING:%4"PLYWOOD'
4.MIN.WALL SHEATHING:D4 ALUMINUM SIDING
� MODULAR STRUCTURE FOR: DATE: 01-19-2021
NOTE: SUPERIOR SHEDS DNAL'
ulio
g 23"SECTIONS OF 29GA.CORRUGATED METAL SIDING (877)439-7433 DRAWN: R.L.G. '
] L TOP LINE ENGINEERING,Lac 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 , Orbego '
'o FASTENED W/%"#8 HEX WASHER SELF DRILLING — sTRucruaAL eNcwEERs ;` ,,,
$ SCREWS @ 4"ON EDGE 8 6"IN FIELD :-'� 2021.01. JOB; SS20-BU-NONHWilliam E.Neary,III MODULAR PLANS DESIGN,CO. ' ,:SMP-51,SM1-79,ICC 5185040 $' R-
0 SHEET NO.
10649 Oakview Pointe Terrace �`� 09:03:5
Gotha,Florida 34734 f .o MODULAR -05'
0° PLANS DESIGN,CO. °°Ems°u"^ �°�°
2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN# BUNG-20*'*NOT HVHZ APPROVED
3"X6'MITEK MT20 I
OR EQUIVALENT
I
I
ENDWALL
i
2"X4"SYP#2 ROOF TRUSSES
@ 24"O.C.
SINGLE F "X4"
SYP#2 H D
2"X4"SYP#2 BOTTOM LA
VARIES 12"MAX. VARIES
m
4"X4"SYP#2 HEADER SEE HEA ER
2"X4"SYP#2 KI G UD DETAIL
j William E.Neary,III j
2'X4"SYP#2 JACK STUD SMP-51,SMI-79,ICC 5185040
Q 106490 kvlew Pointe Terrace
n W
2"X4"SYP#2 KING STUD Gotha,Florida 34734
ENDWALL DOOR&WINDOW >
6'-0"WIDE_ OR LESS 4"X4"HEADER_D_ETAIL '
SCALE:NTS SCALE:NTS FLOOR DECKING(CONT.) 2"X4"SYP#2 STUDS
I
@ 24"O.C. 4
2"X4"SYP#2 SOLE PLATE
2"X4"SYP#2 STUDS @ 24"O.C. 2"X6"SYP#2 PERIMETER j
I
2"X4"X60"SYP#2 SISTER STUD 4"X4"P.T.SKID(CONT.)
ATTACHED W/10d COMMON
NAILS @ 4°O.C. SHED LENGTH(MAX.40'-0")
- ALL STUDS SECURED TO SOLE PLATE
WALL SHEATHING OPTIONS:
AND FLOOR FRAMING W/SIMPSON Y16"OSB OR SHEATHING EQUIV.OR BETTER
H8 TWIST STRAP W/4-10d NAILS CORRUGATED ALUMINUM
ag"FRO ON TOP INTO STUD,SECURING D4 ALUMINUM SIDING
MFNp INTO RIM JOIST ON BOTTOM SIDEWALL FRAMING -Yz"OR%"T1-11 SIDING
wA�( W/4-10d NAILS(TYPICAL) /�2 SCALE:ye=r o
e JAMES HARDIE HORIZ.S DNG LAP OR EQUIV.
NOTE: 29 GA CORRUGATED STEEL METAL SIDING
SISTER STUD DETAIL WALL FRAMING MEMBERS ARE CONTINUOUS FROM (RUN ANY DIRECTION)
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HI A. 0-6DBa1.5' 1-b08.1.5• LONNUKDEA iMTENiNO CONNECTION 21.BUILT-UP GIRDER MDBEMI9 2m COMMON p'X0.192TAT SY O.C. ACE MRDONOPPETTE N
H11Z )m 6-5010.2.3' B-SOIOa25' 1.JOISTTO SILL Ofl GIRDER' 3-m COMMON 121R'X0.1]1') TOENAIL Px0.1]I NAILS AT 21•GF 9TAGOEAEOON OPPOSITE
GAUGE STARE$ 3'f1 GAUGESTAPLESAT]YO.G SIDES
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LID 5-S09.15' 5•S09.1.S ]•m COMMON l212•%0.131' ]-3'X0.1J1'NARS FACE MaAT ENDSMOAT
2-YIIGAUGESTAPLE3 3-3'110AUGE5TAPLES EACHBPLICE
H23 495
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UPLIFT WALL FASTENER METER FASTENER PLATE FASTENER 11.BLOCKING BETWEEN JOISTS OR RAFTERS 3•m COMMON(21i!%0.131'I TOENAIL SINGLE FLOOR((CAMOWATION SUBFLOON 2'1fi GAUGE(P) •O.C.AT COMPONENTAND
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LTS-15 BID &10tlzi3' &1mn1.5' 01?a0.131T NO.10
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MTS10 m0 )-ION1.5' )-100a1.5' 1&CEILWOJUSTSTOPARALLELRAFTERS ]-Im COMMON I]1R'%0.135')MM FACE NAIL E.MILSSPACEOATMIDNESONCEHTERONCE=ATEDGEB I2 WCHE9 AT WTEPAfEDNTE 6UPPORE F%CEPie INCHES AT
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MT620 eB0 )-ION13' )•tOtl.1.S I-]'II G.WOE STAPLES MDSHEM WALLS REFER T09ECTON 2J0&NAL9 FORWALL SHETHINDARFPERMITEOTOSECOMMON.BD.-I.NO.
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PMTIlpFSG UPLIFT COLUMN FASTENER gATERFASTENER IB.RAnMTOPLATE 3-m GOMNONTI?%D.....I TDENML O.LOMMONORDE a ]'m]1E.DEFORME � 0.11B]•13LB•ipQ I 1 •I PORCH 48
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PM .G. URGT WALL FASTENER FLOOR FASTENER 2-m COMMON K G131') FACE NAIL IHERMEDNE SUPPORE WMEN USED FOR NONSTRUCTURAL SHEATHING.
BTM PULE 3-3'%0.131•M&9 H.CARR0.9pNAESISTANr ROOF GNAR9 WIM)/15'OWAETER HEADA 011?LENGTH FOR IR'SHEATHING MDI PI'IEHOTH FOR
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PMTXIDESC. UPLIFT WALL FASTENER FLOOR FASTENER ]'%0.1]I'M S. 0'O.C.
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