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GENERAL NOTES&SPECIFICATIONS FOR AUGER ANCHORS
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- TO P.J.re' 80.5E :: i TMIFMEO ROO WITH EYEa415 SHALL BE PUCEDIXRV THE BOITONPUTE
+mfr FORGED EYEBOLT (RDpRSYSTFIIIµOAnAO®ro ANp100.THESE GN BE f]ITEIIDED WRN
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• ANO AW6OIGTIOH ISEE TASLE 0I JP AUGFILANCNOR SPACWO-SINGLE mOE
JV EµmAULEf1ANCHOR
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!,.ANCHORED TO CONCRETE µGROPED rO LYJNCRETE s1vDwRN sisD
TO PAOOq BLOCpNG 13d TA0 xA] os To Ss +vd
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I SETUP AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHED i +vs Bm )e vdrors vd
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1.BUDDWGISI-CEDIN REOUESTEDLOGnONON9CIlE0uL TIMNALLONfOR 1.BULLOIN019 PlAGE01N RE0UE9TE0 LOGT10N.mE FRST bEC110N OF THE 000BLEWiDE10 Tll( v,B. SBB Ld vcTO Sd lod
kW TOPLUNOABGUARELWTTTONOVSE,FENCF•PROPERIYLDIEETG PIACEOON mEHIONEST IOGTION Of GROUNp µ0151£VEIED UP.
2 ONCE mBT 195GUAREAFDTHE NIGNSPOt OF 1RE GROUND I9 ESTABUSIED,IIE i SLOCIQS E THENFLACEUATTHE M.CENTER ANDOTER ENDTGLEVELO THE
BUnDPlO LS BLOCIED ONIHEMGH SPOT OFTHE GROUNOAND LEVELED.l1E OlHFR ENOOf THE BUBDWO IS LEVEL.BIOG(.SAPEADOED M-SEVETHO CGRREGrb-NG(SEE TABLED} TASLE4B
BIIILOINGWBROUCMUP roIEVELABR)BLOCI®.mEN T1�DEMER�TIE BUBDW019 J.THEIIDrI SECTION OFTNE 5HE06011ilEO WTO PLAOEANDUMOAOEO PARALLEL WDH III JOAUGFAANC19RePKB1G-DOUBLE WDE i
bU�PVV��RIID TOIEVEL,MORE BLOb6AREAWED TO ACWEVEIILECORRECT FIRST SECTON.The TWD SECTIONS ARE C4MNEC/EDATTNE LOWER WIWERVM(1)}Sli' y®LWDDL LW DRhTIRFT END ANC110R"MNLWTEWORSP !
8P)YCBJD(SEETAOLEJ} BGLTAND NUT.THE SECOND SECTION W THEN LEVELEDANDTHEOTlEHB0.711OLESARE I
1 AFIER111E BURDWOWIFVEI-MORE BLOCI6 AREAOOEDTG ACHIEVE THE CORRECTSPACING LLNEp uPAND BOLTED SECURE INENEST OF THE BLOO1DN019 T11EN LOM0.ETFD.IIW xvs 10.0) 4m Osro8s Bs
A REE)ASLE J} PROCEDURE IS REFFATED FOR UDLTU'LE SECTION SLEDS UNTIL ALL SECTIONS ARE WPIACE.
(M1ACEMIWT6EbTABU5IED BYTIE WDm OFTNE BUIDING,HOLESARE OIILLED A.GPOUIIDANOl00.9 ARETHEN MOFD(SEE TAfRELB} WALGERµCFpA LMD WIDMUFLIFTON WMWEA
THEr%f'BOnOMPUIEWIIHAITCAUGERBN.1(t EYEBOLTOR OPRJTEAL 1lr TNRFIDED S.oN THE SuILOWG IsPROPERLYBLDCJEDAND BOLTEDToGET1ER,THE suRORTBM GLS (A.)E-1 _ LOGl10N FROM ENO WALL OF AUGEgANCHOR
ROD FORA'HIGH 6Erl136EOLRFD IHRU IMF HOLE REMOVED. WSTALLTD FEANRLS 1JA1@IUY SPAGNO BETWEEN ANCHORS
b. ORSMENOTREWIREDdiHE BOITOMFUTE FOR GOODS ANp DOORWAYS WNH NO g.ANLHOP6µENDT REONREOWTNEBOFTpIMTE FOA OOORSAN0 DO0RWAY9 WITH NO INSTE814TIOR9.EVEL AT
FOOTEit(GMIIGEOOOPS FORENMIPLE}HEMER OESIGNIMNSFEPS THESE LOA05. FORIER WRAGE DOORS FOR EJOA@LE}HFMER DESIGN TRANSFERS THESE LOADS MNONUMOFS'ABGVEGRADE
B.WTIE UtdT HA3 A FLOOR,ER1ETt A11IXE I9 MG FOR THE W AUGER ANCHOR- NOTES
BACKFSl SECUREDA9 PEN THE GETAA CAA Nl ROLE IS ORRLED DLTO THE CONCRETE 1.µOWRSFAGNOIS OEGIGNEp A9 PERA9LE-1
1.1IY OFFTHE PIMJOIST.l1E EYEBOLT ISFASTENEOTHRUTHE HOTI TEANDASIMPSON 2ALL i ARE CENTER-IDCEMER
A.xf�1 EOUAL)IS SECURED TOTI✓£WNLRETEVATHAtIY WFDGEANCW0. CODE INFORMATION ) ST10i 1BtL1NM NlIMBERFµGmRS PER SHED IS lL4111ANOlOR PER FACN OIXWER
ROPTIOR µLHOR WITH IfC%0•WEOGEANCMORIHRTH UE xYA'BOTTON CODEVERSION FBC:7TREIIIDON• a AppRA)NAL WTEWORAIL]IOILS ARE REOWIEOIFSFACING I9 YORE TiWI1OA'
pL,DtE J JJicJ :`}� n IxmOAASCE•)-10 BETY/EENANCH.WL
NANUFA RER 6UPEROR SIE09 A.ANQ10R5 SHALL BE IXI SOE WALLS FfiGEPT WHEN THESNEDISPIACEUNEIOTOµ
l: :.;•j BUILOWO TYPE IURUF,SHED FASTING BUODWO:IN W CN ANC110RS CAN BE PLACED ON THE END WALLS AS CLOSE
CONSTRUCi10N VJJ TOTESIDEASPCWISLE
ABLE 1 j TABLE 2 ! TABLE 3A
µCHORTIND ro CONCRETE SAA RUNNER SPAGNO' PM TYPES CODE VERSION NONE ! GEmDAt NOTES I' I SLED WOm I , OFRCCEU SUPPRESSOR SYSTEM NSOTONREA GE 1POIAUNNOSAETON(O-ARNES GAORVE£NWOI®TA9RYlOOG1-UFu"o" RSPD Y- Xf A TYPE N =K(
~ L
�. �.
no 4m ALLOWABLE NO.OF STOICS 1 JIIWSDICTIOR \
BASOmND SPEED lm MR1IN��) 2TIDS 0URDP1013 EJFNPTFROLI THE FBC
itlSd xe0 Sd 11'd Zd 64• I n A19TLtfi' "JaOLBS E•@OSlI0.E C IdENFRGYCON56NAnON COCE PFA SECTON -
11'd NO Ss Lvs 1'-r G-10' ! nl 18A18' 39mLD9 AB9PlASTCPAD9 ENCLOSURE ENCLOSED J.REFERTOTIE-0 NNDETARSFORPROPER Digitally signedb
16s mo SS B's IT GS N e'ABVIIfi' Ism Les INTERNAL PRsuRE COEF. H-0.1e uSTAWnON REGIAREMFNTSTO MEETCOOE 9 Y Y
ES
WORTµCEFACTOR .Is Julio Orbegoso
ed lm ss sa +v St' I •BASED ON)Om PSFSOI BEARWOCAPAPT/RBWPSF ISTYPICAL) ROOFDEAD LOAO To-
Date:2021.02.01
VALUE
No 1. Sd I • .FROMENDOFJOISTTOCE D) 1.OLLMF NTERSCF a'AA' ORSOUDCANCRETEBL0 B1811 MAYBESTACl0.0 "'FWELMD 13-ORJ00.BG 16:42:51-05'00'
ON FADS FOR HIGH SETS UP TO�B'VM.W REWFORCW0. FLOOR DEAD LOAD
BPSF
1.NCLLOW ORSWDCpICAEIE MC R-Ib)LUTBE x.AB9 PADS REONREOON II'd AHo lSd mOE SIIE0.50NLY FLOOR LIVE LOAD )B PSFl12b PSF
i' STACIO.D ON PpOb FORM-ETSUPTOI9•WRHOur R RATING FW"FLOOR ROOF) NIA
RENFaacwD CONSULTING-ENGINEER
r x.AB9 PAILS REQUWEIIfN 11'dµ01J'd WOE9NE0.50NLY. HUNUCANEFRDTEGTIGNUSAGE NO
Yi NIIRNCANSO
FSHERFRUSAGE HD JULIOORBDA-
1 3 -..L------------------....-•--�3--_----------------- sGUARE FooTAGE NO Tww)m 9.F. FLORIDA
SUPPORT FODTWG FAD SPACING FOR RUNNER BLOLIJNO cORGD1GTEA DOUBLE WO£SHEDS PE LICENSE 938769'
SHEp OESCWP110N PAD MADMVM LOAOµDPADIYPE
sxmwrom TYFe LW(FLFI END PAD MAx sFAgnG, END- GD RUNN I FN Fm S -NER SHED STRUCTURE FOR: DATE: 01-22-2021
1Sd SWNN A.150Jx -OS' vs I-LO I,ILBI,ORry aiNB LILIILORN ; SUPERIOR SHEDS
(877 438-7433
1rs swrow O.mAm vroc Bs Tsa Le I.R nr.GaN xsaLe Ln,M,oary I DRAWN: R.L.G.
2323 S.VOLUSIA AVE.ORANGE CfTY,FL 32763
+os - SWAM' SOONm 0'TO 8' 0's IAmU I,11,III,ORN xs00ta I.n,III,ORN
g Bs sw AmmGO PTO b' b's T®La Ln,ILL OILN a,,.a Ln.m,Gary i '2� JOB: SS FOUNDATION
\ MODULAR PLANS DESIGN,CO.
vs sW JDBrzw vroc vs +Bala I.u,m,aarv. lebGa Le.Y,Dary { �' SHEET NO.
LOAD mDTM OF UPLIFTON RUNNER
THOLES: +� Al
- 0
3 x.PAOSOIHERnVWE1IDPA05bPACWOI9CENTERNLENIFA MODULAR
OD IS IISES EMA%dUYSPACING-IRTERORSP=NG PLANS DESIGN.CO.
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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. -
rr.,
STRUCTURAL LOAD LIMITATIONS 4
.� .� _ ,.pp - LISTING AGENCY APPROVAL: TOP LINE ENGINEERING,LLC.
(WIND LOAD CRITERIA BUILDING CODE FBC, 7TH EDITION(2020)
1.132Vasd1170VWI 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 UNE ENGINEERING,LLC
5.C INTERNEXPOS LPRESSUR I AGENCY PLAN NUMBER BUNG-20
B.C WINDDIRE RE FACTOR
FACTOR Md) GENERALNOTES CONSTRUCTION TYPE V-B
7.0.85 GUST IRECTISEFACTFACTOOR I.FOUNDATION PLANSARENOT PARTOF THIS PLAN SETAND AREGOVERNEDBY LOCAL JURISDICTION. FIRE PROTECTION NO
B.Pr=-93.0 PSF MAIN FRAME STRUCTURE. 2.BUILDINGS AREAPPROVED FORRESIDENTULL LAWN STORAGEONLY FIRE SUPPRESSION SYSTEM NO
OVERTURNING LOAD 3.THIS BUILDING IS EXEMPT FROMTHEFECC PERSECTIONS R101.42A,R402.1. OCCUPANCY UTILITY
4.REFERTO TIEDOWN DETAILS FORPROPER INSTALLATION REOUIREMENTSTO MEETCODE. - ALLOWABLE R OF STORIES 1
9,COMPONENT 1,CLAOOING LOAD S.ALLLUMSERORCONSTRUCTION WILL BE 02 SYP EXCEPT AS NOTED. WIND VELOCITY 170 MPH,EXPOSURE C
6.GUTTERS SHALL BE SITEINSTALLED PERTHELOCAL AUTHORITYHAVING JURISDICTION AND PERMITTING FIRE RATING OF EXTERIOR WALLS 0
(ROOF) REQUIREMENTS, FLOOR UVE LOAD-STANDARD 75 PSF
Pr=ZONE I:-35.63 PSF,ZONE 2:-35.53 PSF,ZONE 1-65.26 PSF 7 ALL WINDOWSAND DOORSTO MEETTHEMINIMUM SPECIRCATIONSPERTHEAPPROVED PLANSAND THE FLOOR LIVE LOAD-OPTIONAL' 125 PSF
(WALL) FLORIDABUILDING CODE. FLOOR DEAD LOAD 10 PSF
PW=ZONE 4:-39.14 PSF,ZONE 5:45.89 PSF B.IN ACCORDANCEWITH FBC 1609.1.2,'STORAGESHEOSTHATARE NOT DESIGNED FORHUMAN HABITATION 'ROOF UVE LOAD 30 PSF
AND THATHAVEA FLOORAREAOF 720 SQUARE FEETOR LESSAENOTREOUIREDTOCOMPLYWITHTHE ROOF DEAD LOAD 10 PSF
MMIOATORYVIINDBORNEDEBRIS IMPACT STANDARDS OF THISCODE'. 'R'RATING OF FLOOR,WALL,&ROOF N/A
10.THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE 9.IN ACCORDANCEWIYH FBC 1010.1.1.EXCEPTION(10.)BUILDINGSTHATARE400 SO-FTOR LESS AND THAT MODULES PER BUILDING I
UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET AREINTENEDFORUSSIN CONJUNCTION WITH ONE-AND TWO-FAMILY RESIDENCES ARENDT SUBJECTTO SQUARE FOOTAGE 719 SGIFT MAX.
IN HEIGHT. - THEDOORHEIGHTAND WIDTH REQUIREMENTSOF THIS CODE.STRUCTURES400 SO.FTOR MORE SHALL HURRICANE PROTECTION USAGE NO
SEISMICLOAD:NIA HAVEAN BP MINIMUM DOOR. HURRICANE SHELTER USAGE NO
FLOOD LOAD: 10.IN ACCORDANCEWITH FLORIDASTATLTE553.80(1)0;LAWN STORAGE BUILDINGS AND STORAGESHEDS HVHZ APPROVED NO
THIS BUILDING LOAD:
GIS NOT DESIGNED TO BE SUBMERGED OR BEARING THEINSIGNIAOF APPROVALOF THEDEPARTMENTARE NOT SUBIECTTO 553.842(FLORIDA
SUBJECTED TO WAVE NOT DESACTIGNED TO LOCATEERGEDD IN A OR
PROOUCTAPPROVALS)BUTSHMLMEET THEDESIGN WIND LOAD REQUIREMENTSOFTHE2020 FBC7TH
PRONE OR ZONE ARE0.FINISH FLOOR ELEVATION MUST BE EDITION. TOP LINE ENGINEERING,LLC.
LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL 11.FLATMETAL STRAPS CAN BEBENTAROUND STRUCTURAL MEMBERS OF WALLSNOS,TRUSSES,
SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH CHORDS,ETCTO HELP SECURE THESE MEMBERS,PROVIDED THATTHEADDEDBENODOES NOT
THE LOCAL FLOOD ZONE REGULATIONS. INTERFERE WITHANY OF THEEXISTING BREAKSMENDS IN THE STRAP.
12.AS PERFSC SECTION 1626.1 EXCEP ION(F):STORAGE SHEDSTHATARENOT DESIGNED FOR HUMAN ^{'.T
HABITATION AND
THAT HAVEAFLOORAREAOF LESSTMAN 720 SQUARE FEETOR LESSARE NOT REQUIRED -I LT'-TOP LINF ENGINEERING,LLC
DRAWING INDEX TO COMPLYWRHTHEMANDATORYWINDSORNE DEBRIS IMPACTSTANDARDS OF THIS CODE. TnUCNR4l FNGi�ttRt
13.COMPONENTSJCLADDING ARE IN COMPLNICEWITHTHEZD20 FBC TTH EDITION. William E.Neary,III
ICI COVER SHEET 14.SHEDSLOCATEDIN FLOOD HAZARD AREAS MUSTCOMPLYWITH THE LOCAL FLOOD ZONE REGULATIONS. SMP-51,SMI-79,ICC5185040 _
At FLOOR PLAN 15.IFA WALL IS FRAMEDFOR FUTURE HVAC UNITSTHATSHALL BE APPROVED BY THEAHI AND SHALL
A2 SIDEYYALL FRAMING COMPLYWITHLOCALREQUIREMENTS FOR PERMITTING. 10649 OakVieW Pointe Terrace -
16.WINOOWSAND DOORSINSTALLED BYTECUSTOMER THATSHALL BEAPPROVED BYTHEAHI AND Gotha,Florida 34734
A3 FLOOR FRAMING SHALL 17.HVRLZCOMONENTS ORS ED REQUIRE
MPLYWITH LOCAL REQUIREMENTS
S REQ FOR
THAT
A4 ROOF FRAMING INSTALLATION PER MANUFACTURER'S INSTRUCTIONS. CONSULTING ENGINEER
I as CROSS SECTIONS JULIOORBEGOSO
a AS ENDWALL FRAMING FLORIDA
BUNGALOW SHED PE LICENSE 938769
I A7 SCHEDULES
- DESIGN PRESGURES
Doo6s: I.20 PSF MODULAR STRUCTURE FOR: DATE: 01-19-2021
SUPERIOR SHEDS Julio
WINDOWS: 1-4D.1D PSF (07T)439-7433
DRAWN: R.L.G.
'j 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 ""�xeEo•• 0TI72J05
JOB: SS20-BU-NONH
MODULAR PLANS DESIGN,CO. _ =ZOZ7.Ol.Z
.. `-.....w.o `0 SHEET NO.
NOT APPROVED FOR HVHZroE� 09:03:39
s MODULAR '_ -0510 1 C
(] PLANS DESIGN,CO. n= ev
2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-20"'NOT HVHZ APPROVED
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A
A6
CEILING J-BOX
2'X4'SYP#2 STUDS @
SOURCE I _ 24.O.0 WI SISTER STUDS.
N _L I I 4-0'FROM ENDWALL
LINE 1 I m
I Zp
L"� I NIIL
0
11 B ¢Z^ io A6
A6 °w
O o
0
SINGLE POLE NEUTRAL G.F.I. 0 3 m
SWITCH OUTLET 4
2•X4'SYP STUDS
ELECTRICAL NOTES 8 OPTIONS:
_ @ 24'O.C.
-AS PER N.ARTICLE 330.30(B)SECURING OF MC TYPE —'— g
CABLE:UNLESS OTHERWISE PROVIDED,CABLES SHALL BE
AS
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 v "'iOErnx:., nro
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'-D'x 20'-0'WI 6'-0'PORCH OPTION
MAXIMUM NO.OF LIGHTS: 8
FLOOR PLAN NOTE:
suLe yas°+.o� SHEDS TO HAVE MAXIMUM
ELECTRICAL WIRING DIAGRAM OF 6 DOORS AND 10 WINDOWS
sutF;Horrosvae
NOTE: E
NSULTING ENGINEER
1.MIN.GRADE STUDS:2'X4'STUDS TO BE Fb JULIO ORBEGOSO
=1200 PSI OR GREATER FLORA
8 2.MIN.ROOF SHEATHING:29GA CORRUGATED METAL BUNGALOW SHED PE LICENSE#38769
3.MIN.FLOOR SHEATHING,%'PLYWOOD
4.MIN.WALL SHEATHING:04 ALUMINUM SIDING MODULAR STRUCTURE FOR:
SUPERIOR SHEDS - Julio DATE: 01-19-2021
NOTE: 877 439-7433
23'SECTIONS OF 29GA CORRUGATED METAL SIDING ( j DRAWN: R.L.G.
T TOP LINE ENGINEERING.LLC 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 ""onaF"•••< OrbegO
3 FASTENEDWIY4•98 HEX WASHER SELF DRILLING 1�..' 'oinrLns o;
s SCREWS @ 4.ON EDGE&6-IN FIELD " =2021.01. JOB: SS20-BU-NONH
William E.Neary,III MODULAR PLANS DESIGN,CO. a '^ `r
SMP-51,SMI-79,ICC5185040 �•, Q SHEET NO.
10649 Oakview Pointe Terrace ''
bGotha,Florida 34734 .' I:.. � 09:03:5 n nI
MODULAR d� „® - -05-
PLANS DESIGN,CO. `�•�'"^"®m'
2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN kBUNG-20"'NOT HVHZ APPROVED
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02X4K
T2DMENOWALL
2X4"SYP#2 ROOF TRUSSES
@ 24,O.C.
SINGLEF X4'
SYP#2 H P 92 BOTTOMVARIES 12-MAX. VARIES I LA
#2 HEADERSEE HEA ER2'X4'SYPN2 K)G D DETAIL Wfl—E.Nn ,e1
CK STUD SMP 51,SMI]9.1C[SI85010
4 IM490.WHP—T--
NG STUD
END ALL DOOR&WINDOW
6f-0"WIDE OR LESS. 4"M'-HEADER DETAIL
_-_ suLE:NTs—- - - FLOOR DECKING DINT.) rl',XV SYP#2 STUDS
scwtE:Nls
@ 24'O,C.
2°X4'SYP#2 SOLE PLATE
+ 2'X4'SYP#2 STUDS @ 24.O.C, 2'X6'SYP#4 PERIMETER
I
2"X4'X60"SYP#2 SISTER STUD 4"X4'P.T.SKID(CONT.)
ATTACHED W110d COMMON SHED LENGTH(MAX 40'-0')
NAILS @ 4'0.C,
4 WALL SHEATHING OPTIONS:
ALL STUDS SECURED TO SOLE PLATE -%e OSB OR SHEATHING EQUIV.OR BETTER
AND FLOOR FRAMING W1 SIMPSON -CORRUGATED ALUMINUM
JAB TWIST STRAP W/4-10d NAILS -D4 ALUMINUM SIDING
ON TOP INTO STUD,SECURING
'HEryO INTO RIM JOIST ON BOTTOM A SIDEWAL_L_FRAMIN_G_ -VOR%r T1-11 SIDING
Wgl4 W/4-10d NAILS(TYPICAL) $0NE:9lB'•+'a -JAMES HARDIE PANEL OR EQUIV.
-JAMES HARDIE HOR(Z.SIDNG LAP OR EOU(V.
NOTE: -29 GA CORRUGATED STEEL METAL SIDING
SISTER STUD DETAIL (RUN ANY DIRECTION)
_ WALL FRAMING MEMBERS ARE CONTINUOUS FROM _THERMO-PLY BLUE(0.135 THICK)
scoLe Nrs FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A
EXTERIOR WI VINYL SIDING
�SHEATHIyG CONTINUOUS LOAD PATH.WHERE WALL MEMBERS ARE
3'XB'OUN LEN 1 NOT CONTINUOUS,SHEET METAL CLAMPS,TIES.OR CLIPS CONSULTING ENGINEER
OR EpuNALENT SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS
1'X12'OR 16'X4"BETWEEN THAN 0.040'NOMINAL THICKNESS. JULIO-ORIDA SO
o ALL:STUDS.VENT 15 SECURED FLORIDA
T SHEATHING AS PER BUNGALOW SHED PE LICENSE#36769
- UFACTURES INSTRUCTIONS
MODULAR STRUCTURE FOR: DATE: 01-19-2021
/ (2)rXV Wnn'PLYWOOD SUPERIOR SHEDS Julio
STOP SOLE PLATE J, OR OSS FILLER OR(1)4'x4'
FOR VENTING (B77)439.7433 Orbego o DRAWN: R.LG.
2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 'onet•"••,
g 2-)4'SYP#2 O.C. _ IaNG STUD MODULAR PLANS DESIGN.CO. `.-j '2021.01. JOB; SS20-BU-NONH
. _ ;-0 SHEET NO.
09.04.0
OPTIONAL HYDROVENT DETAIL SIDEWALL DOOR&WINDOW(TYP) MODULAR
-0510 F' A2
O iSGLLE:MS
PLANS DESIGN,CO.
2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-20"'NOT HVHZ APPROVED
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SHED OVERALL LENGTH(MAX.40'-0')
Q
SKID RUNNER SPACING'
- 2'X6'P.T.FLOOR JOISTS Q
WIDTHS V-0' 8'-0' 10'-0' 11'-8° 13-8° 24°O.C.OPTIONAL 125PSF
A 0'-10- 0'-9' 1'-7' 2'-8' V-10'.5' RQi6.O.C.TYPWI%'T&G
B. 1 51' 16'-6° V-10' 6'-4' 1'-10.5°
C
'VALUES ARE FROM END OF JOIST TO CENTERS OF o
(2)4'X4'SKIDS ONLY.13'-B'WIDE SHEDS HAVE(4) m O
SKIDS. q
PULLING BLOCK uWzi
4
4
4-X4'P.T.SKIDS ATTACHED.
W/H24 OR EQUIV.SEE TABLE
2 FOR QUANTITY&SPACING
7 TL TOPLNEENCINEERI�G.LLC S Rl0.rUNAL LM1GIriFFRt
_ William E.Neary,III .
SMP-51,SMI-79,ICC 5185040 2'X6'PERIMETER RAIL -
10649 Oakview Pointe Terrace
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FOUNDATION SILLTO ROOFAND SECUREDTO ENSUREA BUNGALOW SHED PE LICENSE#38769
CONTINUOUS LOAD PATH.WHERE WALL MEMBERS ARE -
NOT CONTINUOUS,SHEET METAL CLAMPS,TIES,OR CLIPS MODULAR STRUCTURE FOR:
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