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FLA I�SanufscturedBuildingProgram
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P r&Professional Regulation Tallahasseeitia2399-0772
Phone:850.487.1824*Fax 850.4.14.8435
`'' R _ l
Halsey Beshears, Secretary Ron DeSantis, Governor
Permitting Dapartment
St. LUCle County
August 07, 2019
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 s
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 ron the cover page of the plans]for compliance with the Code by your Third Party
Agency for Plans review. Please ensure ti•iat yuur 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.florid abuildl no,ora)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.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
I 2k2'GALVANIZED WASHER GENERAL NOTES 8 SPECIFICATIONS FOR AUGER ANCHORS
WITH K'NUT THREADED ROD NOTCH ORCOUNTERSINKBOLT
OPTIONAL FOR'HIGH SET' THRU 2k4'BOTTOM PLATE 1!2°THREADED ROD 25Q'GALVANIZED WASHER 1. BUILDING ANCHORS SHALL BE'MOBILE HOME'TYPE HP-1 SINGLE HELIX EYE
1l2"x5"(400 LB)CONCRETE OPTIONAL FOR'HIGH SET` WITH&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 LED.
j WITHY.14 BOLT&NUT WITH K'COUPLER THRU 2k4'P.T.BOTTOM PLATE 2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER).
1l2'COUPLER. -
(2)2k,GALVANIZED WASHERS (SEE TABLE 1 FOR SPACING) 2k4"BOTTOM PLATE NAILED '� LOCATE ANCHORS PER TABLES H LL
(2,000LB SHEAR CAPACITY) X 4•MIN. T02'x6'P.T.BASE _ 3. THREADED.ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE
°' 4'MIN. 1/2'x12°FORGED EYEBOLT )- •' (FLOOR SYSTEM)AND ATTACHED TO ANCHOR.THESE CAN BE EXTENDED WITH
i • •. GRADE THREADED ROD(OR STRAPS WITH EQUAL IN GREATER STRENGTH)FOR
K'z 3-(400 LB) C NCRETE SLAB BY OTHERS e___ _-_ EY BOLTED TOGETHER N i!2'z2' ELEVATED PORTIONS OF SHEDS ON LEVELING BLOCKS.
SIMPSON A-24 THROUGH LOCAL CODES BOLT NUT WITH(2)2'x2"GALVANIZED TYPE I,II,III,OR IV PAD WITH -- -------
CONCRETE WEDGE ANCHOR CONCRETE SLAB BY OTHERS Z --'--- -- -
(SEE TABLE 1 FOR SPACING) CLIP OR EQUAL AND JURISDICTION THROUGH LOCAL CODES WASI ERS(2,000LB SHEAR CAPACITY) BLOCKING AS REQUIRE TABLE 4A
RECEIVED AND JURISOICTION 6 (SEE TABLE 3)' 30-AUGER ANCHOR SPACING-SINGLE WIDE
SHED WITH SKID 30"EARTH AUGER ANCHOR
ANCHORED TO CONCRETE SHED WITH'NO FLOOR'OPTION' (SEE TABLE 4 FOR SPACING) 4Li 'SHED WIDTH LW UPLIFT(PLF)END ANCHOR"MAX.INTERIOR SPACING"
MAR 12 2021 ANCHORED TO CONCRETE TO PAD OR BLOCKING
13'-8' 7.00 243 0'-0'TO T-0' 10'-0'
11'-8' 6.00 208 0'-0'T03'-0' 101-W
Permltting Dap6,tmant
St. 10'-0' 6.00 174 0'-0'T03'-0° 10'-0"
I99t6PAND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHED
Cllgll) 8'-0' 4.00 131 0'-0'TO 31•
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 3.00 104 0'-0'T03'-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.
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
SUPPORTED TO LEVEL,MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT FIRST SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH(1)1'a4;' SHEDWIDTH LW' UPLIFT(PLF)ENDANCHOR"MAX.INTERIORSPACING'
SPACING(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' 1 10.00 1 400 1 0'-0-TO 3' 5'.0" I '
(SEETABLE 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"AUGERANCHOR LOAD WIDTH UPLIFT ON RUNNER '
THRU THE 2'X4"BOTTOM PLATE WITH A V2'AUGER BIT.1!2"EYEBOLT OR OPTIONAL 11'2"THREADED S.
ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING 1 (4,725 LB) LOCATION FROM END WALL OF AUGER ANCHO- 4
ROD(FOR A'HIGH SET)IS SECURED THRU THE HOLE. REMOVED. INSTALLED PER MFRS MAXIMUM SPACING BETWEEN ANCHORS ;' ,t 9•,
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, FOOTEft GARAGE DOOR5 FOR EXAMPLE).HEADER DESIGN TRANSFERS THESE LOADS. MAXIMUM OF 6'ABOVE GRADE �✓( ,°/y.,i.�,
( 4 y1 �
8. IF THE UNIT HAS AFLOOR,EITHER HOLE IS DUG FOR THE 30'AUGER ANCHOR AND NOTES r
BACKFILLED AND SECURED AS PER THE DETAIL OR A 112'HOLE IS DRILLED INTO THE CONCRETE .__....._....................._.._._..................._..._...-................................_...._............_............... 1,ANCHOR SPACING IS DESIGNED AS PER ASCE•7
1-112'OFF THE RIM JOIST.THE EYEBOLT IS FASTENED THRU THE BOTTOM PLATE AND A SIMPSON CO INFORM OPf 2•ALL MEASUREMENTS ARE CENTER-TO-CENTER
A-24(OR EQUAL)IS SECURED TO THE CONCRETE WITH A IR'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 12'XS'WEDGE ANCHOR THRU THE 2k4'BOTTOM CODE VERSION FBC,7TH ED N ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0'
PLATE. 2020, -7-16 BETWEEN ANCHORS.
i - I MANUFACTURER ERIORS 4.ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN
I i BUILDING TYPE MANUF.SHED EXISTING BUILDING:IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE-.______._.__---.--__.._.__.- _--_...__..._._...--..-_.-_...____.___-___--_.-_--___1 CONSTRUCTION VB TO THE SIDE AS POSSIBLE. I
TABLE 1 ! TABLE 2 TABLE 3A CODE VERSION NONE
ANCHORING TO CONCRETE I SKID RUNNER SPACING' PAD TYPES I GENERAL NOTES: ••"
PL FIRE SUPPRESSION SYSTEM NONE 1.FOUNDATION PLANS ARE NOT PART OF THIS
SHED WIDTH UPLIFT axet"x
( F)ANCHOR SPAC'G SHED WIDTH %1 X2 X3 TYPE PAD DIMS MAX LOAD' MATERIAL I
I OCCUPANCY STORAGE PLAN SET AND ARE GOVERNED BY LOCAL
20'-0" 400 31•8' 13'-8' 1'-f01' 1'-1G)' 1'-10}" I 2'zB'X76° 177E LBS I ALLOWABLE NO.OF STORIES 1 JURISDICTION. •"��
CEME T AND D MIX 2.THIS BUILDING IS E%EMPT FROM THE FBC
BASIC WIND SPEED 18D MPH(VULT) ti J g-
13'-8' 280 T-6' 11'-8" 2'-8" 6'4' - II 4'kS'XI6" 3500 LBS I ENERGY CONSERVATION CODE PER SECTION
C D D MI EXPOSURE C 101522
i 11'-8' 240 3'-6' i 10'-0' 11•7' 6-10' - III 18'%16' 3950 LED ABS PLASTIC PADS r j ENCLOSURE ENCLOSED 3.REFER TO TIE-DOWN DETAILS FOR PROPER 9Y 9 j
-UmTrgmCKQUAUiY +I Digitally signed by
INTERNAL PRESSURE COEF. -0.18 INSTALLATION REQUIREMENTS TO MEET CODE.
H ;
101-0" 200 3'-6' B'-0' 9" 61-61 - IV 8"X8•X16' 1900LBS CEME TANDSANDMIX IMPORTANCE FACTOR 1.15 Julio Orbegoso
160 3'•8' 6'1' 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
VALUES ARE FROM END OF JOIST TO CENTERS OF(2)4-X4- I
/20 3'-6' 1.HOLLOW OR SOLID CONCRETE BLOCKS(8"x8k18')MAY BE STACKED 16:42:51-05'00'
L---------------------� NOTES: ON PADS FOR HIGH SETS UP T048'WITHOUT REINFORCING. FLOOR DEAD LOAD 8 PSF
1.HOLLOW OR SOLID CONCRETE BLOCKS(8-x8-x16-)MAY BE 2.ADS PADS REQUIRED ON 11'-B"AND 13'.8"WIDE SHEDS ONLY. FLOOR LIVE LOAD 75 PSF!125 PSF
I STACKED ON PADS FOR HIGH SETS UP TO 48"WITHOUT 'R'RATING(WALL,FLOOR,ROOF) NIA
I REINFORCING. I MODULES PER BUILDING , CONSULTING ENGINEER
I 2.ADSPADSREDUIREDONII'-8'AND13'•8'WIDESNEOSONLY. HURRICANE PROTECTION USAGE NO JULIOORBEGOSO
HURRICANE SHELTER USAGE NO 'FLO4IDA
oo TABLE SQUARE FOOTAGE LESS THAN 7205.F. pELICENSE#38769
U SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE a DOUBLE WIDE SHEDS -
9 SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE j
c SHED WIDTH TYPE LW-(PLF) END PAD MAX.SPACING END PAD SIDE RUNNER INTERIOR SIDE RUNNER SHED STRUCTURE FOR:
PAD TYPE PAD PAD TYPE DATE: 01-22-2021
13'-S' SNOW 4.151332 0'TO 6" 6'-0' 1936 LB I,11.III,OR IV 1879LB I,B,III,OR IV SUPERIOR SHEDS
11'-B' SNOW 6.001480 0'TO 8' 61-0' 2558 LB I,II,III,OR IV 2558LB I,II,III,OR IV I (877)439-7433 DRAWN: R.L.G.
i 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763
o I 10'-0' SWIDW 1.111411 W TO 6' V-0' 2400 LB I,II,III,OR:IV 2400LB I,11.III,OR IV.
JOB: SS FOUNDATION
e'-0• sw 6.001320 D'TO6" 6•-D' 2D29LB 1,11.IN.ORIV 2133LO I,II,III,OR IV i ..-.....;s- __.\.,,.._..__ MODULAR PLANS DESIGN,CO.
SW 3.00240 O'T08' fi'-0' 185E LB I,II,III,OR IV 1BBBLB I,II,III,OR IV ... \I�jI SHEET NO.
'LOAD WIDTH OF UPLIFT ON RUNNER
NOTES:
8 2.
2 PAD SPACING IS END TO CENTER PAD MODULAR Al-
.PADS OTHER TNNJ END PADS SPACING
NG IS CENTER TO CENTER oPrn:.eNre im aazee®x°u°s°
.I O 3.USE SAME MAXIMUM SPACING FOR INTERIOR SPACING
PLANS DESIGN,CO. C41Ep10O1"""""'�'�'
----'-' -
Please note:Any questions regarding local permitting should be directed to the Manufacturer.
NOT APPROVED FOR HVHZ The Manufacturer's contact information can be found in the title block of the plans.
a;
STRUCTURAL LOAD LIMITATIONS LISTING AGENCY APPROVAL: TOP LINE ENGINEERING, LLC.
WIND LOAD CRITERIA all BUILDING CODE FBC, 7TH EDITION (2020)
1. 132 Vasd/170 Vult WIND SPEED(MPH) RESIDENTIAL CODE FRBC, 7TH EDITION (2020)
2. 1 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 CLASSIFICATION ORANGE CITY, FLORIDA 32763 MANUFACTURER SUPERIOR SHEDS, LLC
5. GCPI =0.18 INTERNAL PRESSURE COEFFICIENT (877`439_7433 AGENCY TOP LINE ENGINEERING, LLC
5. C EXPOSUREFACTOR / 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
B. 0.85_ .0 PSF MAIN RESPONSERAME FACTOR
2.BUILDINGS AREAPPROVED FOR RESIDENTIAL LAWN STORAGEONLY FIRE SUPPRESSION SYSTEM NO
OVERTURNING LOAD 3.THIS BUILDING IS EXEMPT FROMTHE FECC PERSECTIONS R101.4.2.4,R402.1. OCCUPANCY UTILITY
4.REFER TO TIE DOWN DETAILS FORPROPER INSTALLATION REQUIREMENTSTO MEETCODE. ALLOWABLE # OF STORIES 1
9. COMPONENT&CLADDING LOAD 5.ALL LUMBER 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.fi3 PSF,ZONE 3:-65.26 PSF REQUIREMENTS. FLOOR LIVE LOAD - STANDARD 75 PSF
7.ALL WINDOWSAND DOORS TO MEETTHE MINIMUM SPECIFICATIONSPERTHE 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 5:46.89 PSF B.IN ACCORDANCEWITH FBC 1609.1.2,'STORAGE SHEDSTHAT 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
MANDATORYWINDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE'. "R" RATING OF FLOOR,WALL,&ROOF N/A
10.THIS BUILDING IS NOT DESIGNED FOR PLACEMENT THE 9•IN ACCORDANCE WITH FBC 1010.1.1,EXCEPTION(10.)BUILDINGS THATARE400 SO-FTOR LESS AND THAT MODULES PER BUILDING 1
UPPER HALF OF A HILL OR ESCARPMENT EXCEEDINGG 15 FEET /AREINTENDED FORUSEIN CONJUNCTION WITHONE-AND TWO-FAMILY RESIDENCES ARE NOT SUBJECTTO
IN HEIGHT. SQUARE'FOOTAGE 719 SQ/FTMAX.
THE DOOR HEIGHTAND WIDTH REQUIREMENTSOF THIS CODE.STRUCTURES 400 SQ-FTOR MORE SHALL HURRICANE PROTECTION USAGE NO
SEISMIC LOAD: N/A HAVEAN 80'MINIMUM DOOR. HURRICANE SHELTER USAGE NO
FLOOD LOAD: 10.IN ACCORDANCE WITH FLORIDA STATUTE553.80(1)0,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 SUBJECTT0553.842(FLORIDA
SUBJECTED TO WAVE ACTION WHEN LOCATED IN A FLOOD PRITION. PPROVALS)BUT SHALL MEET THE DESIGN WIND LOAD REQUIREMENTS OF THE 2020 FBC 7TH TOP LINE EN G I N EERI NG LLC
PRONE OR ZONE AREA.FINISH FLOOR ELEVATION MUST BE EDITION.
LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL. CH RDS,ET. STRAPS CAN BE BENTATHESE MEMBERS,
STRUCTURAL MEMBERS OF WALL EN D DOES
NOT
SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH CHORDS,ETC. HELP SECURE THESE MEAKS/BE PROVIDED THATTHEADOED BEND DOES NOT
THE LOCAL FLOOD ZONE REGULATIONS. INTERFERE WITH ANY OF THE EXISTING BREAKS/BENDS IN HE STRAP.
T
12.AS PERFBC SECTION1626.1 EXCEPTION(F):STORAGE SHEDS THAT ARE NOT DESIGNED FORHUMAN ,f TOE
LINE ENGINEERING.LLC
HABITATION AND THAT HAVE A FLOOR AREA OF LESSTHAN 720 SQUARE FEETOR LESS ARE NOT REQUIRED ___T1-'. STRNrUKAL ENGINEEILJ
DRAWING INDEX TO COMPLY WITH THE MANDATORY WINOBORNE DEBRIS IMPACTSTANDARDS OFTHISCODE.
13.COMPONENTS/CLADDING ARE IN COMPLIANCE WITH THE 2020 FBC 7TH EDITION. William E.Neary,III
C1 COVER SHEET 14.SHEDS LOCATED IN FLOOD HAZARD AREAS MUSTCOMPLYWITH THE LOCAL FLOOD ZONE REGULATIONS. SMP-S1,SMI-79,ICC5185040
Al FLOOR PLAN 15.IF A WALL IS FRAMED FOR FUTURE HVAC UNITSTHATSHALL BE APPROVED BY THE AHJ AND SHALL
A2 SIDEWALL FRAMING COMPLYWITH LOCAL REQUIREMENTS FOR PERMITTING. 10649 Oakview Pointe Terrace
16.WINDOWSAND DOORS INSTALLED BY THE CUSTOMER THATSHALL BE APPROVED BY THE AHJ AND Gotha,Florida 34734 '
A3 FLOOR FRAMING SHALL COMPLYWITH LOCAL REQUIREMENTS FOR PERMITTING.
A4 ROOF FRAMING 17.HVHZ COMPONENTS FOR SHEDS REQUIRE THAT INSTALLATION PER MANUFACTURER'S INSTRUCTIONS. CONSULTING ENGINEER
A5 CROSS SECTIONS JULIO ORBEGOSO
a SCHEDULES
FLORIDA
A6 L FRAMING BUNGALOW SHED PE LICENSE#38769
z A7 SCHEDULES
N
DESIGN PRESSURES
y Doolxs: MODULAR STRUCTURE FOR:
H-20 PSF DATE: 01-19-2021
Zq SUPERIOR SHEDS Julio
y WINDOWS: N-40,10PSF (877)439-7433 Orbegos DRAWN: R.L.G.
2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 'Ja` iBfQo ''
MODULAR PLANS DESIGN,CO. *" `�'_2021.01.2 JOB: SS20-BU-NONH
' ;:.a.o;: 0 SHEET NO.
NOT APPROVED FOR HVHZ -s/O�AaO 0�:03:3g
MODULAR ��s�,,, o.;�. , °;a; -05'0 '
C1
@ PLANS DESIGN,CO. w•� .n �ss�m„
9wi-ni_9 1 TnP I(NF FNC'INFFRINC' APPROVAL PI AN# RIINr-0t7* *NnT HVHZ APPRnVFO
A A
A5 A2
CEILING J-BOX
_ LINE 'y.�a .. .y,.:�.rrr ..Ys....G:.n �< ::;.:.:r ..-: :.,.r 4.<--,�:,;�.. .t4 .�ra�., ar.5.,�
I
SOURCE I 2"X4"SYP#2 STUDS @
N b L I 24"O.0 W1 SISTER STUDS.
I i 4-0"FROM ENDWALL
LINE I I w LU
J �
Z 0
N.II L zo0 F°P
u0--
-.�'L.—. LOAD—.—.� I I B n L' A6 =o A6
NEUTRAL G.F.I. 0 3 2 0)9
SINGLE POLE
SWITCH OUTLET
ELECTRICAL NOTES&OPTIONS: 2"X4"SYP STUDS
AS PER NEX ARTICLE 330.30(B)SECURING OF MC TYPE -— '-- @ 24"0.C.
CABLE.UNLESS OTHERWISE PROVIDED,CABLES SHALL BE B
SECURED AT INTERVALS NOT EXCEEDING 6FT.CABLES p 5
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: 8
FLOOR PLAN NOTE:
SCALE:a e e r o SHEDS TO HAVE A MAXIMUM
ELECTRICAL WIRING DIAGRAM OF 5 DOORS AND 10 WINDOWS
.SCALE:NOT TO SCALE -}---------------
NOTE: CONSULTING ENGINEER
1.MIN.GRADE STUDS:2"X4"STUDS TO BE Fb JULIO ORBEGOSO
=1200 PSI OR GREATER FLORIDA
s 2.MIN.ROOF SHEATHING:29GA CORRUGATED METAL BUNGALOW SHED PE LICENSE#38769
3.MIN.FLOOR SHEATHING:%"PLYWOOD
4.MIN.WALL SHEATHING:D4 ALUMINUM SIDING DATE: 01-19-2021
o MODULAR STRUCTURE FOR:
NOTE: SUPERIOR SHEDS Julio
(877)439-7433
23"SECTIONS OF 29GA CORRUGATED METAL SIDING g DRAWN: R.L.G.
TOP LINE ENGINEERING,LLC 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 .•••case" Orbe O
o FASTENED W13/"#8 HEX WASHER SELF DRILLING T L srnurnnw ENciNeeiu ,>'.4-- .Fo''•
SCREWS @ 4"ON EDGE&6"IN FIELD y>E 's0 JOB:, .SS20-BU-NONH
William E.Neary,III MODULAR PLANS DESIGN,CO. ;�; "° :2021.01
SMP-51,SMI-79,ICC 5185040 $'•. „�„ '
c... :�'� 0 SHEET NO,
10649 Oakview Pointe Terrace I ".`'.°^°'E e=•'
Gotha,Florida 34734 I.:.. "'�"A�"" 09:03:5 Al
MODULAR °,µ=;; -05'
PLANS DESIGN, CO. "°" " °°`E®"°°'a"°`•"'°°—
__ _.... ._.... ._. ...---— -- --- - —- ---------------.
'X1'J1_rll-,)n Tr)P I INF FNIr`INFFRINIr` APPRr1VAl PI AN ff PI INr.-7rl s *Nr)T HVH7 APPRrIVFII
3"X6"MITEK MT20 ,
OR EQUIVALENT
ENDWALL
2"X4"SYP#2 ROOF TRUSSES
@ 24"O.C.
SINGLE F "X4"
SYP#2 H D
2"%4"SYP#2 BOTTOM LA
VARIES 12"MAX. VARIES
to
4"X4"SYP#2 HEADER SEE HEA ER W �L
2"X4"SYP#2 KING UD Q
DETAIL
William E.Neary,III
2"X4"SYP#2 JACK STUD SMP-51,SMI-79,ICC 5185040
Q 10649 Oakvlew Pointe Terrace
2"X4"SYP#2 KING STUD '� W Gotha,Florida 34734
K
ENDWALL DOOR&WINDOW
_ 6'-0"WIDE OR LESS 4"X4"HEADER DETAIL
------"— —— FLOOR DECKING CONT.)
SCALE:NTS SCALE:NTS 2°X4"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 L 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 7ie'.OSB OR SHEATHING EQUIV.OR BETTER
sg H8 TWIST STRAP W/4-10d NAILS CORRUGATED ALUMINUM
FRO ON TOP INTO STUD,SECURING D4 ALUMINUM SIDING
MFNp INTO RIM JOIST ON BOTTOM SIDEWALL_FRAMIN_G_ Y2"OR%"TI-11SIDING
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SISTER STUD DETAIL NOTE: 29 GA CORRUGATED STEEL METAL SIDING
WALL FRAMING MEMBERS ARE CONTINUOUS FROM (RUN ANY DIRECTION)
SCALE.NTS - -THERMO-PLY BLUE(0.135 THICK).
'EXTERIOR FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A W/VINYL SIDING
SHEATHING CONTINUOUS LOAD PATH.WHERE WALL MEMBERS ARE
3"X6"MITEK MT20 NOT CONTINUOUS,SHEET METAL CLAMPS,TIES,OR CLIPS
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ALL STUDS.VENT IS SECURED FLORIDA
$ T SHEATHING AS PER BUNGALOW SHED PE LICENSE#38769
MANUFACTURES INSTRUCTIONS
o MODULAR STRUCTURE FOR: DATE: 01-19-2021
(2)2°X4"WI 1l2"PLYWOOD
STOP SOLE OR OSB FILLER OR(1)4"x4" SUPERIOR SHEDS Julio
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0 SHEET NO.
SSrONAI Ep" 09.04
OPTIONAL HYDROVENT DETAIL SIDEWA L L DOOR&WINDOW(TYP)
--- -- - -- - - ----- MODULAR �:.�a„o� --- ----- --- —. ..-- 05'0
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O SCALE:NtS SCALE:NTS i°'
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Q
SKID RUNNER SPACING*
2"X6"P.T.FLOOR JOISTS @
WIDTHS 6'-0" 8'-0" 10'-D" 11'-8" 13'-8° 24"O.C.OPTIONAL 126PSF.
A 0'-10" 0'-9" 1'-7" 2'-8" V-10.5" @ 16"O.C.TYP W/W T&G ^
B 51" 6'-6" 6'-1D" 6'-4" V-10.5"
C - V-10.5"
xR
*VALUES ARE FROM END OF JOIST TO CENTERS OF o
(2)4"X4"SKIDS ONLY.13'-8"WIDE SHEDS HAVE(4) m O 4
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PULLING BLOCK ,-
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m
4
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10649 Oal<view Pointe Terrace
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P.T.FLOOR JOIST CONSULTING ENGINEER
JULIO ORBEGOSO
1 1/2" FLORIDA
0 I i NOTCH BUNGALOW SHED PE LICENSE#38769
4"X4"P.T.SKID l
o MODULAR STRUCTURE FOR:
a-vz°x vz°
SUPERIOR SHEDS Julio DATE: 01-19-2021
THRU-BOLT (877)439-7433 DRAWN: R.L.G.
2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 Orbego 0 oReF
10
FLOOR JOIST TO SKID CONNECTION =
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MANUFACTURER INSTRUCTIONS
SIDEWALL BELOW 114 ALUMINUM ROOFING
W W
a a
0 O
(n Cn
y 2"X4"TRUSSES @ 24"O.C. _
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io
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SHED LENGTH(MAX.40'4")
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SCALE 318—r-0•" JULIO ORBEGOSO
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o BUNGALOW SHED PE LICENSE#38.
U
o MODULAR STRUCTURE FOR: DATE: 01-19-2021
SUPERIOR SHEDS Julio
(877)439-7433 DRAWN: R.L.G.
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William E.Neary,III MODULAR PLANS DESIGN,CO.
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Gotha,Florida 34734
s MODULAR -05'0
OO PLANS DESIGN, CO.
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SISTER STUDS FOR 4'-0" SISTER STUDS FOR 4'-0"
FROM ENDWALL(TYP) TYPICAL STUD SPACING 24"O.C.MAX FROM ENDWALL(TYP)
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Z2'X4"SYP#2 COLLAR TIE
2"X4"SYP#2 ROOF
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U N
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4
3
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x FLOOR DECKING(CONT.) 2"X4"SOLE PLATE 2"X4"SOLE PLATE
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SHED WIDTH 4"X4"P.T.SKID(CONT.)
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ALL STUDS SECURED TO SOLE PLATE WALL SHEATHING OPTIONS:
A CROSS SECTION'A' AND FLOOR FRAMING W/0.039" 7
@) SCALE:36 1 0 --— 0 MM)x12"STRAP w/4-10d NAILS X6"OSB OR SHEATHING EQUIV.OR BETTER
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JOIST ON BOTTOM B CROSS SECTION B -D4 ALUMINUM SIDING
W/ I NAILS(TYPICAL) A5 SCALE:iF8'=P-0' -Y"OR%"T1-11 SIDING
JAMES HARDIE PANEL OR EQUIV.
NOTE: JAMES HARDIE HORIZ.SIDNG LAP OR EQUIV.
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
NOTE:. JULIO ORBEGOSO
WALL FRAMING MEMBERS'ARE CONTINUOUS FROM FLORIDA
$ FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A. BUNGALOW SHED PE LICENSE#38769
CONTINUOUS LOAD PATH.WHERE WALL MEMBERS ARE
6 NOT CONTINUOUS,SHEET METAL CLAMPS,TIES,OR CLIPS
o MODULAR STRUCTURE FOR:
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William E.NearV,III MODULAR PLANS DESIGN,CO. . P @ 2021.01.2 JOB: SS20-BU-NONH
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10649 Oakview Pointe Terrace. soNA[EN=`
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Gotha,Florida 34734 I:..,.. 09:04:52
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2"X5"MITEK MT20
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2"X5"MITEK MT20
MIN.3:12 OR EQUIVALENT MIN,3:12 2"X4"ROOF TRUSSES MIN.3:12
MAX.III 2 MAX.8:12 MAX.8;12
@ 24"O.C.
"X4"S P#2 S DS (2)2"X4"SYP#2
HEADER 2"X4"SYP#2 STUDS
(2)2"X4"SYP#2
HEADER
2"X4"SYP#2 BLOCKING
2" "SYP BLOC ING w
w
rn
� w
>
MAX 108'. 2"X4"SYP#2
2"X4" OLE UTE SOLE PLATE MAX 36"
2"X6"PERIMETER
29 In
SHED WIDTH SHED WIDTH SHED WIDTH
(6'-0" 8'-0" 10--0" 11'-8" 13'-8") (6'-0" 8'-0" 10'-0", (6'-0" 8'-0" 10'-0" 11'-8",13'-8")
4"X4"P.T.SKIDS ATTACHED W/ L 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.
A ENDWALL FRAMING B ENDWALL FRAMING B ENDWALL FRAMING
A6 SCALE:3/8' 1-0 - - AB SCALE:3/8'-V-0' A6 SCALE:3/8•-V_0 _._
CONSULTING ENGINEER
JULIO ORBEGOSO
FLORIDA
g BUNGALOW SHED PE LICENSE#38769
o MODULAR STRUCTURE FOR:
SUPERIOR SHEDS Julio DATE: 01-19-2021
(877)439-7433 .DRAWN: R.L.G.
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(FBC rneLE 23w.m.N
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Nx.ST 495 5-SOMIX 5-SOUIX 3.1-SUBFLOOR OR LESS TO EACH JOIST 2-B000M..NIE '%VIII FACENAIL 25.2-PI i66 COMMON II O.IBYI - ATSAOHBEARINO
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Mi9.13 B85 I.SOMI.5 I-SOBa1.5' END NAIL 3•T 11 WUGESTAPLES
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_0 1255 7-6DBa1.V )•SDHa1.5' 3-3'14 GAUGE STAPLES
PARTWOESC. UPLIF COLUMN FASTENER RAFTER FASTENER 43TU0 TO SOLE PULE 4-BOCOMMONVVTX0.1]t7 TOENAIL 2-I66 GAMMON IJ IIY%410T)
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o..S 410 fide fi-60 13,TOP PLATES,UPS AND INTERSECTIONS x"1B000MMON(3SIC`X.18Y) FACE MAIL
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MCA 495 1-1V fi86a1.5' 3-T 14 GAUGE STAPLES
Hl 3x0 4d0 4JW 33.FIBERBOARD 6HEATHwO(G O) ID,AND LESS NO.I I WUGE RODFING
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MS 2S5 U10 14CERIN0JO19TSTOPLATE ]-I64 COMMON II I?%0.1]t'1 TOENAR x (YA.113'INO.IOCAUGE
fi-TX S.131'NAIL9 STAPLE0)N0.11 GAUGE 9'O.C.EDGEI-PTERMEDATE
LT&11 820 &106a1.5' 8-100a13' ]-3'14WUGESWULSS NAILRNSICONMONNAR
LT8.18 B10 610aa1.S &100a1.5' Ix 1?a4131.1N0.1fi
LTS•18 B2S G1wa1.5- 6-1.fi• 16.RIM JOISTTO TOP PUTE 4-80 COMMON R'x1 %0.131 TOE MR CAUGEBTAPLEIO
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IEEE TABLE 2308.10.1.1) •S'%0.13ACLS yB. ea(%) SO.C.EDGES AID WTEWJEDIATE
ISS )-10Ba1.S 4-3.14 WUGE STARES
NTS18 BOB )-IDJa1.S T-Iw°1.5' 9 COMMON OR BOX PLANS ARE PE_"ED TO BE USED"%LEPTVMERE DTVMTE9TAlE0.
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(SEETABLE230S.I-) _ ,-r X..131-NAL. SUPPORTSWHERESPANSARE-NCHESOfl MORE.FOR NNUNO OF W000 SIRDCNRA PANEL AND PRATX.LEBOMDDUOfUM.S
MTs xI BBO )dwa13' I-10Sa1.5• "T 14 GAUGE STARES AND SHEAR WALLS.REFER TO SECTION 2]IIS.NAILS FOR WALL SHETHING ARE PERMITTED TO BE COMMON.DD%OR CASON..
C.COMMOIy OR DEFORMED SHANK 1166•x 1N'A0.11J':60.21R'F 0.131:IOO-3'A0.146'L
PMTtllOESG UPLIFT COLUMN fA9TENEIR RAFTER FASTENER 10.RAFERTOPIATE 3•w COMMON G-X BUI- TOE MIL O.pOF FMO 60.2'a G 113'�B6.21R 0.131'100-J'a0.14B' -
NI NS 2•Iwa1.O 2.100a13' 3-3'%0.1]1'MR9 I EI] AfIK 11w-� D.It]"BO.311�'a 0.1]I^,lw-�'A0.148'�.
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T.A USED AS 9TRUCTUNA SHEATHING.SPACINO SHALL BE 6INCHE90N CENTER ON THE MGM AN012INCHES ON CENTER AT
PARTOIOESC. UR1F WALL FASTENER BOORFASTENER 2DA-DIAGONABMCETOUCHSTUDBPUTE 2-80 CAM40N(21?% 11 FACE NAIL INTRMEDIATE SUPPORTS MENUS FORNONSTRUCNMLSHFAMIFIIO.
2-]'X1131'NAIlS R CORHOSNINRE519TAA ROOF..MAR9WRH)JISDIMIETER NFAp M'O1 VILENDTHF0RIO'SHFATHWGAN01y4-LENGTHFOR
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PPRTWDESC. UPLIFT SNOFASIENER HEADER FASTENER 31. SHUTHING TO EACH BEMING ]-BO COMMON 211Y%0.1]1' FACE NAIL AREL SUIRMRTSAT IB'(C IF OR FINISH
NAL,i PACED AT 6 CHES OF THFPANELUNLE Nc-ATINTMARKEO.
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32 WIDER THAN I'%0'SHUTHING TO U.BFARINO 3•60 COMMON xtlx'%0.131' FACE NAIL FOR ROOF SHEATHING APPLICATIONS SS MILSP HIL a0.11J'IARE THE MWWUM REOVIREO GOR W000 fiTflUCTUMLPANEL9.
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