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HomeMy WebLinkAboutEngineering GENERAL NOTES d SPECIFICATIONS FOR AUGER ANCHORS rz'GALVAra�pwASIER X,TxREADEo lxoo NOTW ITR LOI1I11EIt51M(Ba.r WRNX'Nw OPIfOWLLfmi MIGN SEr lloiU zp'BOTTOY MIE 1RlIOEADE0 RO0 3YS GILLVAN®WASHER +.BUIODIGAHCHORSSHILLLBE 11001E 1AME'TYPE HR15WGlEHE3AEYE 1msNro lB)CONUhIE AUGERANCIgR.SBYMOYEPRIEOFBABTOI VA OR EOUNALENT.AL•6UGE EYES BOLTED TOC£TIEA DPTfONAL Po0.IBGH SEI' WIIHX'HIR - WEOGEANGHOR dTO5U1B - HOlDPTO STRFNOlH6HOTLESSnW1A.TSIBS WRHXYQ'BOLTa NUT WITH X'COVRER THRU hA'P.T.BOTIOY MTE ,R. ANLIgi@lO SYSIEN TOGRd110 PFRLd'JLLBUBDINO LOOE(BY UFALFI>l Rj 1'AP J.VATI�OWASIERS (SEETABLE1 Po0.5DACOG) 2YA'BOTTDY PIATE IN6E-0 -±* LOCATEANCNOR9 PER TAmE MORAO. R,Wyg y, �PAG� ��.L,BL rorR'P.T.BASE ].THRF/10E0 RODmMEY®OLTSSIVLLL BENJ.4OlmW THE BOTTdA RAIE . ... A•MOl tTlq?•PoRGFD T fi��. . (BOOR OYSTENIANDATf.VJ®TOANCNWL n�SEGAN BE FXIEN0ED W1111 1NiEA0Ep ROD(Ofl STRAPS WRH EOUALORl3IFAlFRSTPENGTNI PoR • •.. SIABBY OIIEfl9 � EYF9 BOUIDlOGEf1EA 1TY1r '� ..� ORAOE ELEVATED PORTION90F51®90N lEVEImlG&DUES XYSIAmtBI SLfP60NA21 TINOUOILOGLLOOES BOLTa NUTWRHRRtr AIQEO- TYPELLL..QPAD WRH CONCRETE WEOGEANLHOR Clff 00.EOI1AL AHOJW60b1WN CONCRt1E51AB BY OTHFAS WAS1FJt9 RDOOlB 9EM AGTl7 SY'- BLOpDNC:AS REQUIRE (sEETAmE+Pofl svAcwc) TlmouGx LITCNIXMES 'f TABLE 4A ANO'AdL5Dg110f1 ]a EARMI1lIG At1IDgR ��� �TABIE>I ]rAW6iATOORSPACPoO-sINGLEmDE mTH SqD - SHED WITH IA FLOOROPTION (SEETADLEAPo LW UPUFT(PLFl END�MNLWTEIaOR SP IWL10-T000NCNEM ANCHO0.E0 TO CONUiE1E - SHED-300 TOPAOORB-NO 13d T.00 _ - ,11'$.._,.�::;BAD_„ 7Y 'adro'd 1ad.• lOd SETUP AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHED , s. 1. adro3d tad rd aaD a adroJd +vd 1.BU1DMGm RACEDWREpV61E0 LOGDON ONSCIEd1tEAO PYCroALLOW FOR 1.BUBDOGm0.A®IH REQUESTED IOUTgIL n1E FlRSf SEGDOH OF TMEDDUBlE W10Em MOVF10]IrIOPLUMO0.5pIMRE IAdfrolfatlsE FENCEFlWPEN(rIME ETC. RACEDON DIE IBGIEST LOCATWNOF GRp11✓DANOISLLVELEO w, d ].W 101 adro3d tad 2 ONCEUNR L95pUMEAND n1E1W115P0TOFTfF GR01P1015 ESTABUSHED.TNE 2 BLOCI6METHEN RAGED AT THE FIG.CFMEiLAIIII OTHEA ENDTOIEVEl016ETt0: 8110DWG6BLOCIEOON iHEMgI SPYn OF nE GROUNOANO LEVEPID.THEOMEREND OF THE BUBDWOISIEVEI,BLOCIlSAREAUOEDroxl+avETHECORRECTSPA44q(SEETABLEB} TABLE 4B BUIlDW019 BR OUGHTw1OtEVELAM BLOCNED TNECENTENOFTNE BURDINOm 1 T-NF](TSECf10N OFME5NE01S aGCNED INIO PULEAHO UNLOROEO PARALLEL WIMME ]0'AWFfIMIC19R6PAUN6-OOIRIE WOE SUPPORTED TO LEVEL To MOREBiDfXSAI✓EAODEOroAU11EVETHE CORRECT FlPST6ECIION.TNETWOSECfgNSAPE CANNECTEO ATMEIAWER CORNER WIM(1)�ti} Lm URIFT(RF7 ENDIWCHOR'MA)C IXTERIOR SP SPACNG ISEETABLE]L B0.TAN0 NUT.MESEDOIII15ECf10N LSnYEH t£VELEDANDl11E OD�IBOLTIgLESARE 1 AFTERTHE BUBDING 4S LEVEL YOREBLOLI6AREADDEDro ACIBEVETI¢GOBBED(SPACUIO Llll®wANO BOLTED SECURE MERESTOFTIE BIDCgNOIB1HFN CWAPIETED.THS ad 10.00 !BB a-0'TO Sd B6 rd (SFF TABIE]l PaDCEnuftEmIIEPFAI®F00.lAB-nPIE SECTION SHEDS UNTLLALL 5ECf1Ol8ARE IN PLACE .:- �-'': A.ANCHOR PIACELIENT6ESTABIEA®BY nE WqM OFME0111DOq.IgIEBAfE DRLLLED A.G0.0111OANCHORSARETthTl ADDED IBEE TABLE<BL aAVZ;ER NIC1i0R" I1IRDmO1H URffTON RIA'BEA THRIIINE z'1N•BOTTON RATE WIIHA IRAWH28R.1?EYEB0.T O0.OpOpML1R'nPiFAD® E ONCE nfE BUILDBXim PROPEILLY BLOLIlEDANO eOLT®TOCETIEPL ME5IIDPORTB11MN0 -N.T]SI8)":' IDfATbN FROM END WALL OFAUGFA NIUgR RW(FMA'HgH SEI')65ECIIREDnW1nE1RlLE. REWVED. TALLf6Ppi NPRS µWA1W,SPAUHG BEIWEDIAHUgRS 5.ANLIgRSARE NOT PEQNREDq MEBOTTOMMIE PoROOOR.IAND DOa3M'AYSYAM NO 6.ANQgR.AARE NOT PEWI0.ED OIlHE BOTrDAt MTEPoRD000.9 ANOOOOINFAYS WITH ND QSiW1Ci1CN3 EYELET Al ff FOOIEii(GAPAG U IUSA A DOORS WRfJ(AMPLE}HEAOERDESIGNTPAHSFEIL4111ESEL ^. FOOIER(WRAGE DOORS FOR FlfA1ffLE}NEMEN DESIGN TRAI6FERS THESELOAOS MAIf0A1M OF6'ABOVE fiiME B. TlE NR FL000.EIINERAlIEM OR -ROM AI1GERANUIORAND NOTES BPl]RIlIEO AND SEUIPEDASPER MEOEM0.0RA1R'HOlEI80R6lID KTOINECONCRETE 1.AIR]gR SPACING IS DESIGNEDA9 PENA6CE-T +R3A CC(O ETNERIMJOLRT.T EYEBOLTRFASIENEOIHRUTIE BOTTOM RATEAIID ASMPSON R EOW<)IS SENR®roT1E CONCRETE WTMA 1R'WEDGEANCIIOIL CWEVERSION BG•)MEOmONE 2 ALL AmA.LIREMENISAREf8f1ERroCFNTFft ].ffTiEUMTATA FIDOR OPTg1LANCHOR WITH 1TIlLS WEDGEANU1Wi TMRII TlEMBOTTOM ].THE MBBMUM NIMBiEfLFAXCHOP9 PERSNFDRl11If)At1UgR PEHEAUfCgiFIDL AWRANALOIIEIiIONANUOTSAPEREpUBtEDff SPAUNOISMOIETMAN fad PATE ROfi}pSCE-1-18 BETWEpIAFyTggS. _ WNIIFACIl6tFR SUPEAgRSNEOS aMAgR9514LLL BE ONbmEWNL4 EA:FPI WHEN IIff SLED L4PlAC®NFMTOAN BUBDING TYPE NAMff.51E0 EASTPq BU1DMGMWMUtANC11IX6 CAH BE RALEOON 1HE ElaI WNLSAS QOSE CONSTRIICIION roll@SmE/S Po55®LE TABLE 1. TABLE 2 TABLE 3A ANCNORINO TO tbMAEIE fw SNNERSPAUNO• PAD TYPES CODE VEPSION NONE GENETtAt NOTES SHEDWIDTN UPLLFTFI IPL AIRNOR SPACC SHED mDM S TYPE PAD DINS YA%LMD' WLTE0.OY FTRE SUPPflFb610N SYSTEM NONE 1.FOUNOATION PIANSARE NOTPART OFn6S ' OCCwANCY STORAGE PIAHSETNIDARE GOVERtED BYIDCAL ZOd A60 SC 1Jd 1'-1pf' 1'-10}' ok I ZlTX1C 1TR l0s �, AIIWIAOlEN0.0F S10RES 1 IIWSOIcl1ON. BASIC YIUID SPEED MPH(MILT) zTx¢BU¢g.FAVAnON CCOE PFA ENEMPTFlrOM TIE FEO 1Jd T® Jd Sd sr 0 A1rlflr ]]00IB5 FJOY15U0.E c HO]ALY C016 SEGTgN -- lrd zA0 Jd 1ad 1'-T - m trxtr ]660 LBS ABSftA1TIC PA0.4 FNC{DSURE ENLI.OSED 3�EItTOTIEOOWNOETAlSFORPROPEA fad zm 3s ea r rs ry Itxexfr +moLas INTERNAL PRESSURECOFF. .A D.m BSTALtATroNTEOuwEL03TIsroMEEr woE. Digitally signed by M RWIXtTAlgEFACTOfl I.+s _� JulioOrbegoso - rd 18D Jd rd 1P 51• - •BASED ON 2060 PSF SORBEARINO GPALRY R000 PSF9TYPIGL) ROOF- 1DPS1 3t�$ Date:2021.02.01 NOTES: ROOF CHETAH ZIPSF00.]DOlBS �F 6d fA •VALUESAPE FROM¢HOOF Aasrro GFHTFliS DF R)- T.NOLLOWORSOl10 CONCRETE BLOU45(BY'i1r)MAY BE STAUtEO FLOOR DEAD LOAD aPSF '�'p!�Q 16:4251-05'00• . WI PADS FORHGN SETS wro Ar WITHOUT REDaORCIVG. 1.HOLLAW Ofl SOLLO LdCRETE BLOC1491B]iBY16T MAY BE 2IB9 PAOSR�U6IED ON I+'d'AtID 13dm0E 5HE090NLY. 0.00R LlVEL TS PSFTt]S PSF y STAU(ED ON PADS FOR Ntbt SETSwroAB'WRHOIII RMTLYO(WALL,iLOOR.ROOF) WA REINFORUNG MOOUIESI'EHB11MO1G , Q CONSWLTING:ENGINEER zaas vADs RLpIIIRED oN+raAlm vdwmE sx®s orar. ., _ NUMIGNE PIIOtE4110N USAGE ND ' � JULIO OR.I38GO~SD- . NURNCWESNELTERUSAGE NO ":�'* D FLORIDA - TABLE 360VMEFOOTAGE LESS LIMN T]09.F. 8 SUPPoRTFOOTWGPAD6PACINGPoRRUNNFABLOCMNGWRSINGLEa DOUBLEWgESHEDS 1 PE LICENSELH38769 6HEDOESUaPIbN PAO M IMUM LOADANDPADTYPE 0 51!®WIDM ,,e LW(PLF) END PAD AIAL SPACNG ENO PAO 51p�RUKKFA P�qR SpE RUNNER SHED STRUCTURE FOR: TYPE AOTYPE DATE: 01-22-2021 tJd mmv s.fsrm error rd +96LB Lqm.oan tsrBLB I,n.m.oflry SUPERIOR SHEDS +td swmw emfaeo error 6d zsssu I.n,m,oary zsseLe a m,Dftty (B77)439-7433 DRAWN: R.L.G.2323 S.VOLUSIA AVE.ORANGE CITY.FL 32763 tad swmw s.w'wD rror rd amLA LIL nL rnLN 21- Lu,ut oRry JOB: SSFOUNDATION - La oft rd sw A.aD]zt error sd zsxs La LBlu,oftry Lgm,Daly _ MODULAR PLANS DESIGN,CO. ' rd SW ]AMAO Pror rd 165BLB I,B,ID,ORN 1B6GL0 nL ry - � SHEET NO. o •LOAOWmmoF UPLLFroN wlNmL i a NmEs II yr� 1.PAO SPALTNO IS FNOro CENIFROF PAD �j LPADS OTHER MAN EIA PADS SPALP1G mCFl1fFDTO CEHIEA MODULAR Al 0 ].usESAMEMAwxuMsv OFORwtemollSPAUNG PLANS DESIGN,CO. �" GENERAL NOTES STRUCTURAL LOAD LIMITATIONS 1. Foundation plans are not part of this plan set and are governed by local ps! jurisdiction. yy`j' WIND LOAD CRRFRiA 2. Buildings we approved for residential lawn storage only 1.132Vasd1170VWt - WIND SPEED(MPH) 3. This building is exempt from the FECC per sections RIOT A.2.4.R4021. 2.1 _ RISK CATEGORY 4. Refer to He down details for proper installation requirements to meet code. 3.II BUILDING CATEGORY .ENCLOSED ENCLOSURE CLASSIFICATION 5. Ali lumber for construction will 4 be N25YP except as noted. .. 5.GCpl=0.18 INTERNAL PRESSURE COEFFICIENT .6. Gutters shall be site installed per the local authority having Jurisdiction and t, S.C - EXPOSURE FACTOR permitting requirements. OA ] 6.0.85 WD DIRECTIONALITY FACTOR(Kd) 7. Ali windows and doors to meet the mhtlmum specifications per the 7.0.85 GUST RESPONSE FACTOR(Gh) approved �' 8.Pr=-93.OPSF MAIN FRAME STRUCTURE .plans and the Florida B'ugdmg Code. ' OVERTURNING LOAD B. In accordance with FBC 1609.1.7"Storage sheds that we not designedfor 2323 S.VOLUSIA AVENUE 9.COMPONENT&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:-6526 PSF standards of this code". (877)439-7433 (WALL) 9. In accordance with FBC 1010.1.L exception(10.)Buildings that are 400 PW=ZONE 4:-39.14 PSF,ZONE 5:46M 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,U.C. 10.THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE - requirements of this code.Structures 400 sq-H Or more shall have an BW UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET minimum door. BUILDING CODE FBC,7TH EDITION(2020) IN HEIGHT. l0. In accordance with Florida Statute 553.80(1)d.lawn storage buildings and RESIDENTIAL CODE FRBC,7TH EDITION(2020) SEISMIC LOAD:NIA storage sheds beams the insignia of approval of the department are not ELECTRICAL CODE 2017 NATIONAL ELECTRICAL CODE FLOOD LOAD: g 9 PP P BUILDING TYPE RESIDENTIAL LAWN STORAGE SHED IS subject to 553.942(Roddy product approvals)but shag meet the design MANUFACTURER SUPERIOR SHEDS,LLC TH BUILDING IS NOT DESIGNED TO BE SUBMERGED OR wind load requirements of the 2020 FBC 7113 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. Rat metal shops can be bent around s e members, l members of wall t the CONSTRUCTION TYPE V-B LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL addes.d 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 REGUTATIONS. the strap. OCCUPANCY UTILITY 12. As per FBC section 1626.1 exception(f):storage sheds that are not ALLOWABLE p OF STORIES 1 DRAWING INDEX designed for human habitation and that have a floor area of less than 72D WINO VELOCITY 170 MPH,EXPOSURE C square feet or less are not required to comply with the mandatory FIRE RATING OF EXTERIOR WALLS 0 CI COVERSHEET windbome debris impact standards of this code. FLOOR LIVE LOAD-STANDARD 75 PSF Al FLOOR PLAN P fh FLOOR LIVE LOAD-OPTIONAL 125 PSF A2 SIDEWALL FRAMING 13. Components/Cladding are in compliance with the 2D20 FBC 7 Edition. FLOOR DEAD LOAD 10 PSF 14. Sheds located in flood hazard areas must comply with the local flood zone ROOF LIVE LOAD 30 PSF A3 FLOOR FRAMING regulations. ROOF DEAD LOAD 10 PSF A4 ROOF FRAMING 15. If a wag B framed for future HVAC units that shag be a roved b the AHJ MO RATING OF FLOOR11,116 L6•AOOF N/A pp y MODULES PER BUILDING 1 AS CROSS SECTIONS and shag'comply with local requirements for permitting. SQUARE FOOTAGE 719 SQ/FT.MAIL � A6 ENDWALL FRAMING 16. Windows and doors installed by the customer that shag be approved by HURRICANE PROTECTION USAGE NO the AHJ and shag comply with local requirements nor permitting. HURRICANE SHELTER USAGE NO AT SCHEDULES 17. HVHZ components for sheds require that installation per manufacturers HVHZ APPROVED YES imfwctiom. A TOP LINE ENGINEERING,LLC CONSULTING ENGINEER T W.T TOP LNE FNGINEERING.LI.0 JULIO ORBEGOSO FLORIDA 8 William E.Neary,III DESIGN PREssuNEs BUNGALOW SHED-HVHZ PE LICENSE#38769 SMP-51,SMI-79,ACC 5185040 10649 Oakview Pointe Terrace o0ons lur EMGxNI way vsf - MODULAR STRUCTURE FOR Gotha,Florida 34734 wwooAvsMcaoFq •eso.soPSF SUPERIOR SHEDS 'DATE: 02-05-2021 amuw Paovoeo er NAwrncTuaER (877)439-7433 DRAWN: RLG. 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 '-Pleosa note:An uesflons re ardln local ,,,,,, Digitally Y9 g 9 peundin t should ofthed/o the Manufacturer. 'onee'••z, signed byJulio _1( MODULAR PLANS DESIGN.CO. JOB: S520-BU-HVHZ R The Manufacture/s eonfad!'dormaHon can 6e(oundln the flNe block o/fheplanx ;;.'` "?6•_Orbegoso APPROVED FOR HVHZ r w ��-20210209 Date: SHEET NO. -0s'oo' MODULAR OO PLANS DESIGN,CO. w C 1 2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-HVHZ-20"'HVHZ APPROVED A rA AS � CEILING J-BOX _ LINE SOURCE I :24�' 'SYP#2 STUDS @ W1 SISTER STUDS. 'FROM ENDWALL ' UNE f I 1 W °P —Y - I I I \ z_o —. ---CAD u ; L• � N I I L• ��o F?S' LOAD B m' G J 1 I AS rc w o A6 o� i SINGLE POLE NEUTRAL 15 AMP G.F.I. �g 3 w m SWITCH OUTLET - 4 ELECTRICAL NOTES 8 OPTIONS: 2'X4'S -AS PER NEXARTICLE 330.30(B)SECURING OF MC TYPE L—— 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 12IN.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'z 20'-0' MAXIMUM NO.OF LIGHTS: 6 FLOOR PLAN, NO , TESHEDS TO HAVER MAXIMUM ELECTRICAL WIRING DIAGRAM OF DOORS AND 10 WINDOWS sul�raorrosruE ' �.y.s TOP LINE ENGINEERING LLC �♦IC iNICN' NOTE: William E.Neary,III CONSULTING ENGINEER 1.MIN.GRADE STUDS:2')W STUDS TO BE Fe SMP-Sl,SMI-79,ICC 5185040 JULID ORBEGOSO =1200 PSI OR GREATER• 10649 Oakview Pointe Terrace FLORIDABEG 8 2.MIN.ROOF SHEATHING:29GA CORRUGATED METAL Gotha,Florida 34734 BUNGALOW SHED-HVHZ PE LICENSE#38769 3.MIN.FLOOR SHEATHING:'/'PLYWOOD 4.MIN.WALL SHEATHING:D4 ALUMINUM SIDING IIINI,,, Digitally signed MODULAR STRUCTURE FOR: .`` ORBF �'�., 9 y 9 DATE: 02-05-2021 NOTE: �` �o:.-�•�-...co.,, SUPERIOR SHEDS y 23'SECTIONS OF 29GA CORRUGATED METAL SIDING J�:' Jo�sf ':S b Julio (877)439-7433 3 7: •.O% Y 23235.VOLUSIA AVE ORANGE CITY,FL 32763 DRAWN: R.L.G. ° FASTENED WI'.'#6 HEX HEAD w/WASHER SELF _ N..38169 :Orbe�1O50 ° TAPPING SCREWS @ 6'ON EDGE 8 12-IN FIELD. =* * .k- 9 ; , MODULAR PLANS DESIGN,CO. JOB: SS20-BU-HVHZ Date: 90�... SPATE OF :+ki SHEET NO. 2021.02.09 NAL E?`� 15:10:26-05'00' MODULAR aN �. a Al PLANS DESIGN,CO 2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-HVHZ-20"'HVHZ APPROVED 02X4'SYP#2JACKSTUD T20LEM2'X4'SYP92 ROOF TRUSSES SIMPSON LTS12 @ALL TRUSS @ 24.O.C. TO HEADER CONNECTIONS. USE MIN(5)10d NAIL INTOSINGLE F TRUSS 6(5)10d NAILS INTOSYPIR H HEADER P#2 BOTTOM VARIES 12•MAX. VARIES o2 HEADER SEE H ERzxa•srPrzw c oDETAIL CK STUDING STUD ENDWALL DOOR'S WINDOW � vnns>.srsn.icc4sswa 6'-0"WIDE OR LESS 4"X4"HEADER DETAIL Nrs _ seue Hrs FLOOR DECKING ONTJ 27(4'SYP#25TUDS @ 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.) - ATTACHEO W/10d COMMON HED LENGTH(MAX 40'-0•) NAILS @ 4.O.C. i Digitally signed „ •,�'oneEo.,, ALL STUDS SECURED TO SOLE PLATE WALL SHEATHING OPTIONS: � „�✓z•'.k bylulio' AND FLOOR FRAMING W/SIMPSON •tie OSB OR SHEATHING EQUIV.OR BETTER d� S ,%Orbegoso LTS16 STRAP w/5-10d NAILS -CORRUGATED ALUMINUM $ Date: FRo ON TOP INTO STUD,SECURING -D4 ALUMINUM SIDING o; \��/ -2021.0209 MFNpR, INTO RIM JOIST ONBOTTOM e SIDEWALL FRAMING _VOR%*T1-11SIDING kghMwefl 15:1050-05'00' W/5-10d NAILS(TYPICAL) A2 sr•,".x•.ra• -JAM ES HAROIEPANELOR EQUIV. -JAMES HARDIE HORIZ.SIDNG LAP OR EOUN. SISTER STUD DETAIL NOTE: 29 GA CORRUGATED STEEL METAL SIDING siue.Hts WALL FRAM IN MEMBERS ARE CONTINUOUS FROM -(RUN ANY DIRECTION) 135 THICK) R FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A CONTINUOUS LOAD PATH.WHERE WALL MEMBERS ARE W/VINYL SIDING 3OR QUwITEK MT20 1 NOT CONTINUOUS,SHEET METAL CLAMPS,TIES,OR CLIPS OR EOUrvALEM SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS CONSULTING ENGINEER 1 OR 16'X4'BETWEEN THAN 0.040•NOMINAL THICKNESS. JULIO ORBEGOSO TUDS.VENT IS SECURED FLORIDA T THING AS PER BUNGALOW SHED-HVHZ PE LICENSE#38769 TURES INSTRUCTIONS (2)2'X4•WI I.-PLYWOOD MODULAR STRUCTURE FOR DATE 02-05-2021 PP / OR OSS FILLER OR 4St4• SUPERIOR)43 SHEDS DRAWN: R.LG. 2323 S.VOLUSME.ORANGE CITY,FL 32763 g T 1.2X4•SYP#2 *,,` JOB: SS20-BU-HVHZ T KING STUD MODULAR PLANS DESIGN,CO. SHEET NO. s OPTIONAL HYDROVENT DETAIL SIDEWALL DOOR&WINDOW(TYP) MODULAR A2 S slxe:NlS sw.e NR � ® e @ PLANS DESIGN,CO. a" m` 2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-HVHZ-20"'HVHZ APPROVED SHED OVERALL LENGTH(MAX.40'-0n SKID RUNNER SPACING` WIDTHS 6'-0' 8'-0' 10'-0' 11'-8 2'X6'P.T.FLOOR JOISTS Q' 13'-8' - 24'O.C.OP'nONAL 125PSF A 0'-10• 0'-9• 1'-7' Z-8- T-10.5' B 51' 6'-6- 6'-10' 6'-0' 1'-10.5' oQ 16 C.TYP W/�'T8G'O. C 1'-10.5" 'VALUES ARE FROM END OF JOIST TO CENTERS OF o€ '(2)4'X4'SKIDS ONLY.1T-6'WIDE SHEDS HAVE(4) m O o SKIDS.. 2-X4'P.T.SYP#2 0 0 PULLING BLOCK N 4 4'X4'P.T.SKIDS ATTACHED m Wf H24 OR EQUrV.SEE TABLE -c..t Tor GIGI.IE!uNG.IUC 2 FOR QUANTITY 8 SPACING —I`• ETRUCNWLL ENGIry EE0.5 William E.Neary,III SMP-51,SMI-79,ICC 5185040 a 10649 Oakview Pointe Terrace Gotha,Florida 34734 2'X6'PERIMETER RAIL FLOOR FRAMING PLAN FLOOR SHEATHING: sGIE YB'•1w -%'PLYWOOD -%'P.T.PLYWOOD FLOORSHEATHING 2-1Q-X 1R' i -V"T&G THRU-BOLT Digitally signed -3/4 P.T.TaG 0 0Ree�o•,, .,��:••.:so; by Julio SIMPSON HL33 = xa]BI69 Orbegoso NEAW ANGLE 2Y6'CONTINUOUS P.T.FLOOR JOIST Date: CONSULTING ENGINEER JULIO ORBEGOSO 112' �P��•a`S`'�"•'0^_�3�- 2021.02.09 FLORIDA i NOTCH "'�OHAL " 15:1 1.10-05'00' BUNGALOW SHED-HVHZ PE LICENSE#38769 1 4X4-P.T.SKID j� MODULAR STRUCTURE FOR: DATE: 02-05-2021 alrrxvr SUPERIOR SHEDS g _ THRU-BOLT (677)439-7433 DRAWN: R.L.G. $ 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 FLOOR JOIST TO SKID CONNECTION scue:Nrs 't''. MODULAR PLANS DESIGN,CO. JOB: SS20-BU-HVHZ SHEET NO. 2 o MODULAR m _ A3 PLANS DESIGN,CO. 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 114 ALUMINUM ROOFING a - a y y m 2'XC TRUSSES Q 24-O.C. m RIDGE E w c w IZL m 'XIV RUNNERS - o. w 0 0 y N I. SHED LENGTH(MAX.40'-W) ROOF FRAMING PLAN CONSULTING ENGINEER sruE;:se.ro . JULIO ORBEGOSO FLORIDA 3 BUNGALOW SHED-HVHZ PE LICENSE 438769 w P LI E ENGINEERING LLG William E.Nea III \ ORB MODULAR STRUCTURE FOR: ry, �``V\O'\GENS�C�''' Digitally signed SUPERIOR SHEDS DATE: 02-05-2021 SMP-51,SMI-79,ICC 5185040 ;.J. e''•;S'� 105490akvlew Pointe Terrace ••O b I (877)439.7433 DRAWN: R.L.G. No.36769 ="y J U I I O 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 Gotha,Florida 34734 -.�,i. Orbegoso :; JOB: SS20-BU-HVHZ it MODULAR PLANS DESIGN,CO. oi., s7A7 0' �" Date:2021.02.09 SHEEP NO. ..RGaIGP.i�'�: :� A4 ���'`' 15:11:26-05'00' O ��NAL\\\``1 MODULAR PLANS DESIGN,CO. 2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN k BUNG-HVHZ-20"'HVHZ APPROVED SISTER STUDS FOR 4'-D' SISTER STUDS FOR"" FROM ENDWALL(TYP) TYPICAL STUD SPACING 24"O.C.MAX FROM ENDWALL(TIP) i MIN.3:12 2X4'ROOF TRUSSES MAX.8:12 @ 24-D.C. ENDWALL 17 SIMPSON LTS12 @ ALL TRUSS YX4'SYP62 COLLAR TIE TO HEADER CONNECTIONS. YX4'SYP.ROOF USE MIN(5)10d NAIL INTO TRUSSES @ 24-O.C. TRUSS 8(5)10d NAILS INTO _Z'XS MlTEK MT20 HEADER OR EQUIVALENT VARIES tY MAX. VARIES ' V) SEE HEAD Rw 2-X4-SYP Q STUDS DETAIL @ 24-O.C. > H 2X4'SYPR2 BLOCKING ul 4-X4-P.T.SKID(CONT.) FLOOR DECKING LNT.) YX4'SYP 92 STUDS FLOOR DECKING(CONT.) 2'X4'SOLE PLATE 2'X4'SOLE PLATE FLOOR JOISTS @ 16'O.C. 2'X6'PERIMETER YXS PERIMETER SHED WIDTH I 4'X4'P.T.SKID(CONT.) "$ 10'-0',11'-8-,13'-8-) I. SHED LENGTH(MAX 40'-0-) p ALLSTUDS SECUREDTO SOLE PLATE WALL SHEATHING OPTIONS: anu e CROSS SECTION IN AND FLOOR FRAMING W/SIMPSON -%a OSB OR SHEATHING EQUIV.OR BETTER A5 s ,a LSTA12 STRAP W 5-10d NAILS_/ — -CORRUGATED ALUMINUM Digitally signed by ONTOP INTO STUD,SECURING B CROSS SECTION'B' -D4 ALUMINUM SIDING Julio Orbe oso INTO RIM JOIST ON BOTTOM AS EM � -)V OR 35'T1-11 SIDING 9 W/5.10d NAILS(TYPICAL) -JAMES HARDIE PANEL OR EQUIV. Date:2021.02.09 NOTE: -JAMES HARDIE HORIZ.SIDNG LAP OR EQUIV. S:1 :SO-OS�OO� YX4'STUDS TO BE-=12W PSI OR GREATER -29 GA CORRUGATED STEEL METAL SIDING (RUN ANY DIRECTION) -THERMO-PLY BLUE(0.135TMCK) CONSULTING ENGINEER r� NOTE: WI VINYL SIDING JULIO ORBEGOSO WALL FRAMING MEMBERS ARE CONTINUOUS FROM FLORIDA g .FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A BUNGALOW SHED-HVHZ PE LICENSE R38769 CONTINUOUS LOAD PATH.WHERE WALL MEMBERS ARE NOT CONTINUOUS,SHEET METAL CLAMPS,TIES,OR CUPS T.33.T_TOP LINE ENOINEEIUNG.tLC SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS T0M u+i.ON, MODULAR STRUCTURE FOR THAN 0.040'NOMINAL THICKNESS. SUPERIOR SHEDS DATE: Oz-OS-zo21 William E.Neary,III (877)439-T433 SMP-51,SMI-79,ICC 5185040 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 DRAWN: R.L.G. 10649 Oakview Pointe Terrace .%r, MODULAR PLANS DESIGN,CO. JOB: SS20-BU-HVHZ Gotha,Florida 34734 SHEET NO. I MODULAR PLANS DESIGN CO. "' A5 2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-HVHZ-20"'HVHZ APPROVED 2-"MfTEK MT20 OR EQUIVALENT 2-"MITEK MT20 MIN.3:12 OR EQUIVALENT MIN.3:12 2'X4'ROO 24'F TRUSSES MIN.3:12 MAX 8:12 MAX. @ 8:12 O.C. MAX 8:12 VS P#2S DS (2)2-X4'SYP#2 Q 24 C. HEADER 2'X4'SYP#2 STUDS @ 24-O.C. (2)2'X4'SY HEADER 2'X4'SYP#2 BLOCKING 2 'S BLOC ING w w > w_ �d I MAX 108' 2'X4'SYPf/2 27X4 OLE TE Lj- SOLE PLATE MAX 36' YX6'PERIMETER SHED WIDTH - I SHED WIDTH I SHED WIDTH 8'-0-,10'-0',11'$',iJ'$') I. (G-0'•8'-0',10'-0',1 V-8%13'$� I (6'-0',8'-0',10' 47(4'P.T.SKIDS ATTACHED W/ 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. A6 ENDW.ALLL FRAMING A6 END�WALL FRAMING A6 ENND3WALLL FRAMING CONSULTING ENGINEER LINE�NGWEERINO LLC —1 � JULIO ORBEGOSO Digitally FLORIDA B William E.Neary,III "` I I BUNGALOW SHIED #3 ED-HVHZ PE LICENSE 8769 SMP-51,SMI-79,ICC 5185040 ,�\o oRs , signed by Julio 10649 Oakview Pointe Terrace :J�,'�ucENSF'��5+�: MODULAR STRUCTURE FOR DATE: 02-05-2021 Gotha,Florida34734 �: O Orbegoso SUPERIOR SHEDS No.38769 (877)439-7433 DRAWN: R.L.G. Date: 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 JOB: SS20-BU-HVHZ �pO,p STATE OF rV�� ZOZI.OZ.O7 MODULAR PLANS DESIGN,CO. u ;'�ls`S•.FtOR10P-.aG`: SHEET NO. e r/ONAL E J 15:12:06 s A6B -05 00, MODULAR © PLANS DESIGN,CO. a° m` 2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-HVHZ-20"'HVHZ APPROVED SPBSDN SrROPG DRNEa SrMP-SD SfJ1Ew SLlOfl1E FILSlENWO Stl�LIlE . 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DRAWN: R.L.G. VOLUS[A AVE.ORANGE CITY,FL 32763 William E.Neary,III .�'fi;- MODULAR PLANS DESIGN,CO JOB: SS20-BU-HVHZ . SMP-51,SMI-79,ICC 5185040 SHEET NO. o 306490akvlew Pointe Terrace oGotha,Florida 34734 A7 ---------- — ---- MODULAR w®a O PLANS DESIGN,CO. a" 2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-HVHZ-20"'HVHZ APPROVED