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HomeMy WebLinkAboutEngineering zt,ruvanzm wASHEN GENERAL NOTES&SPECIFICATIONS FOR AUGER ANCHORS WRHK"NUT K'TMREADED R00 NOTCH OR COUNTERSINKBOLT OPOONAL FOR'gGHSET' THRD Za/'BOITOM PLATE ITCTHEAOm RW ZATGALVANIIEO WASHER 1.811BDINOANCHORS SHALLBE VOBBE MOME'TYPE NP-1 Sgf%E NELq EYE +R'.S NDD LBI CONCRETE Al1GERANd1ORS BYImFD:PR4N:Oi BRlST01 VA OA EpIMAIEM.AVERAGE OPIIOFMLFORNIg19ET' "WTTM1+M+T HggNLi9TRENGTNISNGTLE59 THAN4TSSIA•EYE580.Tm TOGETHER WmGE ANCHOR OITO SUB �_ - WRHK1PBOLT6NUTWTDI K'LWPLEfi RBiU ZW'P.T.BOTTOM RATE +?COURER 2.ANCHORVlO5Y9TEM 7-E Pm LL1VJ.BIJ401NO COOE(BYOEAIOi} RI ZAZ aALVAIUgG WASHERS (SEE TABLE IFOR SPAONU� h/'BOTTOM PLATE NARm uJ LOGTEANCNOE PE0.TABIE UOR/4 (Z(-S SHEAR GPAGTY) PMBl TO J'Fe'P.T.BASE p1 .✓,::, J.TFGFAUEO,ROO WRH EYEBOLTS SHALL BE PUCEDTNRU THE BOITON MIE C9EET ... ...:, 1 1ZFORDEDEYEB0.T . _ (FLOOR SYSTEMM ATTA TO FJ1CIWR THESE LAN BEEIIIEImm WIM - /'MW. TTI-DEDROD(ORSTRAP9WITHEWm-ORGRFATERSTRENGTHIFOR KYT(/Be LB) SUB BYOi11ER5 EYE980LTm TWE...IRYp' -...• GPAOE EUNATm P°RTI°NS OF SHEOS ON IEVETRG MO= SDIPSON AN THROUGH LOGLCOOEs B0.TeN I-RIT'/r GALVANIZE➢ TYPEL RI4 DR NPAO WRH CONCRETE WEOGEANLNOR LOHO,ETE-SY OIER.S ABLE+FOR W-IG) -ORE°UN AND JUWSq'CIION THROUGH LOCALLOOES� wAVPRS R,mGIB SIFAR LAPAOTll Y BLOOONG A9 EOgRE � TABLE 4A I AND JURISgCTION (SEETABLE J) ]PFIIGERANOIW SPAONG-SINGLE WIDE 3P EARN AUGER ANCHOR ANLNOED TOI-I ETE SEOWITN'NGFLW-ET ON ISEE TAOLEtFOR SPACINGIt`,-.: SHm WIDTH LW UPLIFT(PLF7 END ANLHOR"MML INIERI00.5PAgNG I ANCHORm TO CONCRETE -SHm WITII Sm0 roPADOR BLOOGNG I +SS T.OG ZU Pd TO Sd +Pd I IF'- SW ]oB -To 1Pd iPd 5.q1 ITt Pd roTd tOd SETUP AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHED I (IAgI) I rd /.m 1]B Pd TO 2d IP-P 1.BU4pOIG IS PLACm IN EpUESTEULOGRON EJENE PROP RTYLNF OW FOR 1.FL-EIG I3PLME0IN E°UESTEDLO-UhIHEFIRSTSECRONOPTE DOUBLE WIDE IS MOVEMENTTOPLNAORSWA-EPO OFTRFENCEPISEBT I-IEO.4 BLO-BANTE Hm1 EDAT TONOF GENTEFk NDI9LEVELEO W. Pd ].ql 1M PP TOSd ',Pd L IDIIII- SOVAREANO IDGIKSF0T FTREGR WNO IS ESTABLISH-,THE L BLW6AETHEN BALED AT 111E ENO,CENTER,ANOORIEit ENO TO LEVELONCETE BURDUIO 190LOCIPJm ONTEIDGN 9EOTOF 111E GRWND ANOl1VElf0-OT{ffA ENOOFTE BUIOWGIS LEVEL.BLOIX.•AEAODm TOACNIEVE THE LORPECTSPACING ISEE TABLEry I 114B BULLDPIOOBRWGMWrotEVELANO BLOO,Ep.TMEN THECEMEROF TI�BURDV+015 1 IENE%T SECTION OF THE SNm198ALlgD WTO PLACEANO UNLOAD-PAPAl1F1 V/RII THE ]D•AIK.'EXANOmRSPAONG-DOUBLE WmE I SINP (SEEOLEVEL NOE BLOCKriAEAWm roACHIEVETHE CORRECT FLRSTSECimM TIETVOND SE=SAE TO LET-D MID LOWER COPNER HOLES JNj' SMm WIDTH LW IFLIFT IRF)ENDANCNOT MA%D'FTERIW SPAO 9PACWDISEE TABIEJ} B0.TANO NUT.THE 6ECOND SECTION L9 THEN LEVELED ANOIEIE OTHFA BOLT HOLESARE --i..•„` ,. - _- - i 1 AFTERTME BU4OIN015 LEVEL.MORE BLOCASAE ADO-TDALTGEVE THE CORRECT 6PACING LINED UPANO BOLTED SECURE THE ESTOF THE BLOLNINGI9 THEN CONPLETEO.T149 LTd +GAG /W Pd roTd Sd � 19EE TABLE J} RLOCEDUE IS REPEAT-FOR NULTPLE SmTION SNE03 UNDL ALL SELRIONSAE W PULE /.ANCNORPUCEMENT IS ESTABL6HED BY THE WmTH OF THE BU4DUiG,HOLE9AE ORRLEO t,GROUNDANOIOR9ARETHEER.I ISEETARD.OL ]PAUGEAAN°NOq. LOAD WIOTM UftIFTW BANNER T1WU 111Ei%1'BOTiOM PUTS WRNA iR'AVGFft BR.1?EYEB0.TWOPnOlUL 1?THREAD- S ONCETE BU4➢41G I9 PROPERLY BIDq�0AN08gTEOTOGEiHE1�T1E511PPCRT BRACINGIs -(/.TZSLBI , •• LOGTION Fl30M ENO WNLOFALGERAHCNOq i ROD(F°RA-GHSET-ECURm THRfITHE ETJpVED. PATALtED PERMF0.9 = MAl(4MUN SPAONG OEIYrEENANLImRS S/JlgmRS Allk EWD1mWTHE BOTTOIA RATE FOR OOOR.S AIm DOORWAYS WRH NO 6.ANOI -EE TREOIIUIEUW RIE BOTTOM PUTS FOR DOOg9 ANOOOORY/AYS WITH NO IRSIRUORON9.EYELET AT FDDTER(GARAGE DOORS FOR-111 HEADER DESIGNTRANSFERS THESE LOADS. FOOIER(GARAGE DOORS FOR E)-E}HEAOER DESIGN-FERSTNFBE LOADS MM.MOF6ABoW.RADE S FUEUNR HFSAFLOOR EffIfEAAfmLE 19 WGFORTHE]PAVGEA ANCHW ANO -S BALKFlLLEDAND SEOlEO A9 PEFI THE DETNLORA-HOLE IS ORILIED-VE CONCRETE -- 1.AN01Oq SPAONG IS DESIGN'EO A9 PEAASCE-T I-1Tt OFF THE RIMJ019T.THE EYEB0.TI5 FASIENEDTMPU THE BORON MTF AIm ASIMPSON -� _ AZ/1o0.EOVALI IS SELURm TO THE CONCRETE WRHAIR'WEDGEANObR LODE IMFORIJATW 1TFE b18+lUM Nl�A1BFR--ER -ORSPT�M(,I 1.FTHE UMTANO RaOROPTION,ANOi0R WI11112'%5'WEOGEANC1WgTH11U lIG:itt'BOTI°N CAGE VEN910N FBG TD,miTi°N. AWRIgUL OFiERIORAlbOR9NiE E°UPtm IF S(PACINa 19 NOgETHW 1Pd RGAAASGSHED -IOR1SI-By MARUFACNER SUPERIOHED • a.ANgI0RSS--'RN SIDE WALIB EREPi WHEN THE SHm IS PIALm NEIO ." _ j BUROINOTYPE RUNIIF,SNm TDTREEIDEASNG:IN WEBLHANg10R9 CMF BE RACE°ON 1HE Etm WAll.SA9 gO5E I CONSTRUCTION v.e TOlHE m0E A9 POSSIBLE TABLE1 TABLE2 ' TABLE 3A CODEV 1a. HaNE AIICNO-S,T CONCRETE SMG RUNNER SPAONG• PAD TYPES GENERAL ii NOTES: •„r•• FWE SUPPRESSIW SYSTEM MOVE y SHED W0R1 UPLIFT IRFI ANCHOR SPALLC SEO WIDTH %1 %! JO TYPE PAOaWS MA%LOAD• NATEHW. 1.fDI1NDADONPWJ9AE NOiPARTOFTl95 f . OCCUPMILY SroRAGE PIANSET ANDAE GOVERNED BYLOCAL J(Id /GD Ts u's 1'-ID} I-p I'-11)j• I I I rsTx1T ,TTBlBS qM o ALLawABLENO.OF9TOREs JURlsgcnoM -' • 1•J- +1'S I BASIC WWO SEm MO MPM(VULn 21H6 BURDMGI9 E%EAIPTF1eA1 THE FB° 1y C tjd ZHD SS 2d S�' B /te•XIP 14O1B5 0 MI E%POSURE C ENERGYCONSERVARW CWEPm SECTION -£:± 1('d Z/D SS 1Pd 1'-T P-fO' I III 19'1L16' ]9501B9 ABS PIASTIL PAO.S EN°L-RE ENgOSm ].1GREFEATD TIE-WWN DETABSFORPROPEfi Digitally signedb IOd ZOG SS Bd T Ts I N 8')m'.YIT 19(a LB9 IMERIULPRESSIIRELOEF. •4p1e INSTALFATONEOVIREMFJOST°M -E. g 7 Y I AIFD uDoarANCE FALTOii Lls Julio Orbegoso 6d IEO SS Sd 1P 51' - Nq SEOON]gp PSFSO4BEMING°MALIIYRBDDPSFISTYRGLLI RO°FDEA°L°AD 10 P9F Date:2021.02.01 SJ,d 1ID SS 'VALUEEAREFROMENDOFJQSTTOCE -OFR)/"1M• 1.NOLLOW OR SOUO CONCRETE BLOCI6(BYB'AIe�MAY BESTAGIFm ROOFLNELOAD 30ISF.R]epLBS -- ----------------- NOTES: ON PAOSF111GHSET9UPro/B•WRN°UTEINF°ROW°. BOOR OEAO LOPD BPSF 16:42:S1-OS�OO� j 1.HOLLOW OR9WDCONCRETE BLOCKS(eT31+P1 A1AYBE 1AB9 PAW EWBtE0W11'S AND 1Pd'WIOESME05ONLY. FLOORLNELOAD 15PSF11-F I STALIaD d PAW FOR NIGHSEB UP rote'WRHgIT I 'IP MTNG(WAlLFL00R ROOF) WA "°HFOR°NG' NoouES PER BuwWa f CONSULTING ENGINEER Z ABS PAW EpVIPm q1++d ANO 1TS WmE SHEDS OIdY IRIRNCANE PROTECTpN USAGE NO JULIO ORBEGOSO ;- -'---'--_ -------------------'------------'- ----'- I HIBiPICAE SHELIEN USAGE NO ! FLORIDA 3 .. ... SWAE FOOTAGE M.THAN 1DO SF.' sSUPPORTFOOTBIGPADSPAONG FOR RUNNERSI-ING FOR SINGLEe DO-WIDESHE05 PELICENSE43B769 N SHED DESCWPTION PAO MAIDNIRI LOAD AN➢PADTYPE o ;SNm WIDTH TYPE LwtpLn ENO PAD IZAK SPACPIG ENO PAD SIvOEORITIIYJNpm IN °R slp�Ruu RUNNER SHED STRUCTURE FOR: +SS' SWAW 1.15DR PTO6 'Pd 19JB lB I,II,140RN 1eR10 I,B.IB,ORN SUPERIOR SHEDS DATE: 01-22-2021 j n•s swmw aalvuo Pros' sd rise Le 1,u,In,ogry Js•.,A I,ILBI.OM (877j 439-7433 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 DRAWN: R.L.G. °O Imd sWAW SBU/DD PTO6• Sd ZWoUS 1.'1.DI,ORry VDQB L4m,ORN ; - .� JOB; SS FOUNDATION x Pd' sw tDmm Prof sd wsm Ln.nl.ogry mmLB I,q m,ogry i \ MODULAR PLANS DESIGN,CO. „ I Sd sw ]mdG PToc Td lsseu I,B.BL ORN 1efi6LB 5.m,aary ! _ SHEET NO. 8 2° NOLOAD WO 01 IFTOI ,-PADSPCING[SE10TOCENTER O PA .. MODULAR z PA05 OTHFATHAN END PAW SPALVlG 6 LENFER ro CEN1Eq 0 1usE.srAD:NA%Iuwl sPAaNC Fot wrrnwn SPACING PLANS DESIGN,CO. Ala�Auvy ® m I Please note:Any questions regarding local permitting should be directed to the Manufacturer. NOT APPROVED FOR HVHZ The Manufacturers contact information can be found in the title bloc It of the plans. ILA- �i i STRUCTURAL LOAD LIMITATIONS 'r w LISTING AGENCY APPROVAL TOP LINE ENGINEERING,U.C. WIND LOAD CRITERIA BUILDING CODE FBC, 7TH EDITION(2020) 2.I32 Vaso1170 VWt WIND SPEED RISK CATEGORY H) 2323 S.VOLUSIA AVENUE ELECTRCTIALL CAL ODE 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)439-74M AGENCY TOP LINE ENGINEERING,LLC S.C EXPOSURE FACTOR AGENCY PLAN NUMBER BUNG-20 6.OAS WIND DIRECTIONALITY FACTOR(Kd) GENERALNOTES CONSTRUCTION TYPE V—B 7,O.BS GUST RESPONSE FACTOR(Gh) 1.FOUNDATION PLANSARENOT PARTOF THISPLAN SETANO AREGOVERNEDBY LOCAL JURISDICTION. FIRE PROTECTION NO B.Pr=-93.0 PSF MAIN FRAME STRUCTURE 2.BUILDINGSAREAPPROVED FORRESIDENTULL LAWN STORAGEONLY - FIRE SUPPRESSION SYSTEM NO OVER TURNING LOAD 3.THISBUILDING IS EXEMPT FROMTHE FECC PERSECTIONS RI(HA2.4,R402.1. OCCUPANCY UTILITY 4.REFER TO TIE DOWN DETAILS FORPROPER INSTALLATION REQUIREMENTSTOMEETCODE. ALLOWABLE IIIOF STORIES I B.COMPONENT B CLADDING LOAD 5.ALLLUMSER FORCONSTRUCTION WILL BE 02 SYPEXCEPT AS NOTED. WIND VELOCITY 170 MPH,EXPOSURE C (ROOF) 6.GUTTERS SHALL BE SITEINSTALLED PERTHE LOCAL AUTHORTTYHAVING JURISDICTION AND PERMITTING FIRE RATING OF EXTERIOR WALLS 0 - REQUIREMENTS. FLOOR LIVE LOAD—STANDARD 75 PSF Pl=ZONE 1:�5.63 PSF,ZONE 2:-35.63 PSF,ZONE 3:E.526 PSF 7.ALL WINDOWSAND DOORSTO MEETTHEMWIMUM SPECIFICATIONSPERTHEAPPROVED PLANSAND THE FLOOR LIVE LOAD—OPTIONAL 125 PSF (WALL) FLORIDABUILDINGCODE. FLOOR DEAD LOAD 10 PSF PW=7ONE4:J9.141SF,1ONE5:-01.19PSF B.IN ACCORDANCEWITH IBC 1609.12,•STORAGESHEOSTHATARE NOT DESIGNED FORHUMAN HABITATION ROOF LIVE LOAD 30 PSF AND THATHAVEA FLOORAREAOF 720 SQUARE FEETORLESS ARE NOT REQUIREOTO COMPLYWRHTHE ROOF DEAD LOAD 10 PSF 10.THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE MANDATORYWINDBORNEDEBRIS 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 ACCORDANCEWITH FBC 1010.1.1.EXCEPTION(10.)BUILDINGS THATARE400 SO-FTOR LESS AND THAT MODULES PER BUILDING 1 IN HEIGHT. AREINTENDED FORUSEW CONIUNCnONWITHONE-AND TWO-FAMILY RESIOENCESARE NOT SUBJECTTO SQUARE FOOTAGE 719 SO/FTMAX. THEODOR HEIGHTAND WIDTH REQUIREMENTSOPTHISCOOE.STRUCTURES400S°-FTORMORESHALL HURRICANE PROTECTION USAGE NO SEISMIC LOAD:NIA HAVEAN ST MINIMUM DOOR. HURRICANE SHELTER USAGE NO FLOOD LOAD: 10.IN ACCORDANCEWRH FLORIDASTATUTE553.80(1)D,LAWN STORAGE BUILDINGS AND STORAGESHEDS HVHZ APPROVED NO THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR BEARING THEOISIGNIA OF APPROVALOFTHE DEPARTMENTARE NOT SUBIECTTO 553.842(FLORIDA SUBJECTED TO WAVE ACTION WHEN LOCATED IN A FLOOD PRODUCTAPPROVALS)BUTSHALL MEET THEDESIGN WIND LOAD REQUIREMENTS OFTHE2020 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.FIATMETAL BTRAPS CAN BE BENTAROUND STRUCTURAL MEMBERS OF WALL SNDS,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 WITH ANY OF THE EXISTING BREAKS/BENDS IN THE STRAP. 12 AS PER FBC SECTION 1626.1 EXCEPTION(F):STORAGE SHEDSTHATARE NOT DESIGNED FOR HUMAN HABITATIGNAND THAT HAVE A FLOORAREAOF LESS THAN 720 SQUARE FEETOR LESSARE NOT REQUIRED TLLTOI'LINEENGINEERING.LLC (DRAWING INDEX TOCOMPLYWITHTHEMANDATORYWINDSORNE DEBRIS IMPACTSTANDARDS OF THIS CODE. I tTXUCiuMT L�cFii0.t 13.COMPONENTSICLADDING MEIN COMPUMCEVATHTHE2020 FBC rrHEDmON. William E.Neafy,III IC7 COVER SHEET 11.SHEOSLOCATED IN FLOODHA2MDARE/S MUSTCOMPLYWRHTHELOCAL FLOOD20hE REGULATIONS. IAt FLOOR PLAN 15AFAWALLISFRAMEDFOR FUTURE HVAC UNITSTHATSHALL BE APPROVED BYTHEAHJ AND SHALL SMP-51,SMI-79,ICC 5185040 [A2 SIDEWALL FRAMING COMPLYWRH LOCAL REQUIREMENTS FOR PERMITTING. 10649 OakVieW Pointe Terrace 15.WINDOWSAND DOORS INSTALLED BY THE CUSTOMER THATSHALL BE APPROVED BYTHEAHJ AND IA3 FLOOR FRAMING SHALL COMPLYWITH LOCAL REQUIREMENTSFOR PERMITTING. Gotha,Florida 34734 IA4 ROOF FRAMING 17.HVHZ COMPONENTS FORSHEDS REQUIRE THAT INSTALLATION PER MANUFACTURER'S INSTRUCTIONS. CONSULTING ENGINEER IA5 CROSS SECTIONS - JULIO ORBEGOSO I A6 ENDWA FLORIDA SCHE6 L FRAMINGBUNGALOW SHED PE LICENSE#38769 A7 SCHEDULES ui DESIGN PRESSURES ' 000Rs .r-20 PSF MODULAR STRUCTURE FOR: DATE: 01-19-2021 SUPERIOR SHEDS x1NDows: /-4o.10 PSF (677)439-7433 Julio 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 '-""""'• OTbeg05 DRAWN: R.L.G. - � MODULAR PLANS DESIGN,CO, R.+�,•=2021.01.2 JOB: SS20-BU-NONH �,S� EW SHEET NO. NOT APPROVED FOR HVHZ b' "' 09.03.39 MODULAR -050 PLANS DESIGN,CO. 2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN N BUNG-20"'NOT HVHZ APPROVED 1 I i i I A A5 CEILING J-BOX LINE ° SOURCE I I 2•X4'SYP#2 STUDS Q '2 I N o L i I .. 24'O.0 W/SISTER STUDS. i I 4-0'FROM ENDWALL LINE - t7 N III A6 K IL I ZNO F LOADU —.J B aq"' cc OAI wb A6 F- Ns_ SINGLE POLE NEUTRAL G.F.I. o�0 m SWITCH OUTLET ELECTRICAL NOTES&OPTIONS: 2'X4'SYP STUDS _ tD -AS PER NEX ARTICLE 330.30(B)SECURING OF MC TYPE —'—— "Q 24.O.C. CABLE.UNLESS OTHERWISE PROVIDED,CABLES SHALL BE B SECURED AT INTERVALS NOT EXCEEDING 6FT.CABLES A6 CONTAINING FOUR OR FEWER CONDUCTORS SIZED NO LARGER THAN 10 AWG SHALL BE SECURED WITHIN 121N.OF - -is -•rU�c:�ate. wl. EVERY BOX,CABINET,FITTING,OR OTHER CABLE - TERMINATION. -ALL WIRING SHALL BE 14 GAUGE 3-WIRE MC CABLE. I*I -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: scue x•.ra. SHEDS TO HAVE A MAXIMUM ELECTRICAL WIRING DIAGRAM OF 5 DOORS AND 10 WINDOWS soueearr°sute NOTE: CONSULTING ENGINEER 1.MIN.GRADE STUDS:2'X4•STUDS TO BE FE = FLORIDA PSI OR GREATER JULIO ORSEGOSO 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: DATE: 01-19-2021 NOTE: SUPERIOR SHEDS Julio 877 439-7433 DRAWN: 'R.L.G. 23•SECTIONS.OF 29GA CORRUGATED METAL SIDING -1^.T t tar tHr+[encweEniNu.uc 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 Orbego FASTENED W1%98 HEX WASHER SELF DRILLING -- LLB vcruwi rsciuriro �q 4?ae - 8 SCREWS Q 4'ON EDGE 8 6-1N FIELD William E.Neary,III MODULAR PLANS DESIGN,CO. `. `2021.01. JOB; SS20-BU•NONH SMP-51,SMI-79,ICC 5185040 - -� '=0 SHEET NO. a - 10649 Oakview Pointe Terrace 1 ' Gotha,Florida 34734 09:03:5 Al o MODULAR „,- - 05' PLANS DESIGN,CO. 2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN aY BUNG-20'"`NOT HVHZ APPROVED ---� "'----`----""--' i i I 3•X6•MITEK MX OR EQUIVALENT ENDWALL Qb 2`X4'SYP#2 ROOF TRUSSES Q 24.O.C. " SINGLEF %4• AQ SYP#2 H 2•X4"SYP#280TIOMFLA VARIES 12`MAX. ;JAMES a'SYP nz HEADERSEE HEA ER 2xa SYP#2I0 G D oernaF2Xa'SYP#2 JACK STUD WJGamE.Neary,III SMP1,SM,-7,lE[51MND 2•X4•SYP#2 KING STUD WENDWALL DOOR&WINDOW a6'-0"WIDE OR LESS 4"X4"HEADER DETAIL 's ws '"-- sT,us:NTS -""" FLOOR DECKING CONT.) °X4"SYP@ 24'O.C. 2X4'SYP#2 SOLE PLATE 2'X4•SYP#2 STUDS®24'O.C. 2'X6`SYP#2 PERIMETER 2X4'X60'SYP#2 SISTER STUD 4'X4'P.T.SKID(CONT.)ATTACHED WI IL®MMON SHED LENGTH ) NAILS 4.O.C, (MAX.40'0'ALL STUDS SECURED TO SOLE PLATE WALL SHEATHING OPTIONS: AND FLOOR FRAMING W1 SIMPSON %eOSB OR SHEATHING EQUIV,OR BETTER H8 TWIST STRAP W14 And NAILS CORRUGATED ALUMINUM• ON TOP INTO STUD,SECURING �� D4 ALUMINUM SIDING INTO RIM JOIST ON BOTTOM ! A \ SIDEWALL FRAMINGh._OR%"T1-11 SIDING LL Wl4-10d NAILS(TYPICAL) (� 4GLE:x•.rd HARDIE PANEL OR EQUN. -JAMES HARDIE HORIZ.SIDNG LAP OR EQUN. ' SISTER STUD DETAIL NOTE: -29 GA CORRUGATED STEEL METAL SIDING WALL FRAMING MEMBERS ARE CONTINUOUS FROM (RUN ANY DIRECTION) EXTERIOR FOUNDATION SILL TO ROOF AND SECURED TO ENSURER - PLY BLUE(OJ36 THICK) I THING SHEA� CONTINUOUS LOAD PATH.WHERE WALL MEMBERS ARE WI VINYL SIDING 3OREM.QIUIVALLEENI0 1 NOT CONTINUOUS,SHEET METAL CLAMPS,TIES,OR CUPS CONSULTING ENGINEER SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS 3 1 DU2'OR 16'X4'BETWEEN THAN 0.040"NOMINAL THICKNESS. JULIO ORBEGOSO ALL STUDS.VENT IS SECURED FLORIDA 8 IV SHEATHINGS I PER BUNGALOW SHED PE LICENSE#38769 IV UFACTURES INSTRUCTIONS MODULAR STRUCTURE FOR: (z)zxa•wi 1/2'PLvwooO DATE: 01-19-2021 j STOP SOLEFLATE� OROSBFILLET(X1,j44'x4' SUPERIOR SHEDS JuliaFORVENTING (877)439.7433 DRAWN: R L.G. Z323 S.VOLUStA AVE.ORANGE CITY,FL 3Z763Ofbe O O2'X4`SYP#2 STUDS ` • GYP#2g2¢'OXC IGSND MODULAR PLANS DESIGN,CO. 202L01. JOB: SS20-BU-NONH SHEET NO..a. wE....: OPTIONAL HYDROVENT DETAIL SIDEWALL DOOR&WINDOW(TYP) MODULAR :�",m, -0510 A2 O IsiEe Nrs SCALE:NTS >., PLANS DESIGN,CO. ` 2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-20"'NO7 HVHZ APPROVED '" - -"""-"--""''"—'— I I I I I i j I I I I SHED OVERALL LENGTH(MAX.40'4Y) Q SKID RUNNER SPACING' WIDTHS 6'-0' 8'-0° 10'-0' IT-B° 13'-8" 2'X6'P.T.FLOOR JOISTS @ 24°O.C.OPTIONAL 125PSF A 0'-10° 0'-9° 1'-T '-10.5 2'-8' 1 ° - - B 51' 6'-6' 6'-10— 6'-4- 1'-10.5' @ 1fi'O.C.TYP WI%i T&G C 1'-10.5' 'VALUES ARE FROM END OF JOIST TO CENTERS OF (2)4'X4'SKIDS ONLY.13'-B'WIDE SHEDS HAVE(4) w L) SKIDS. 2'X4'P.T.SYPg2 o 0 PULLING BLOCK = N4 4'X4'P.T.SKIDS ATTACHED m W/H24 OR SEE TABLE 2 FOR QUANTITY&SPACING i LL 'taucT r IN1c1nr¢LC William E.Neary,III < SMP-51,SMI-79,ICC 5185040 2°%6°PERIMETER RAIL 10549 Oakview Pointe Terrace Gotha,Florida 34734 FLOOR FRAMING PLAN FLOORSHEATHING: srxe ar4••rc -%'PLYWOOD -%P.T.PLYWOOD FLOOR SHEATHING 2-12-X10 -%i T&G THRU-BOLT -Y4'P.T.T&G SIMPSON HL73 HEAVY ANGLE ZW CONTINUOUS P.T.FLOOR JOIST CONSULTING ENGINEER JULIO ORBEGOSO I! ii 11rz' FLORIDA NOTcH BUNGALOW SHED PE LICENSE#38769 u ;; 474'P.T.SKIO MODULAR STRUCTURE FOR: DATE: 01-19-2021 4-1t2-Xirr_1 SUPERIOR SHEDS Julio THRU-BOLT (877)439.7433 DRAWN: R.L.G. 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 ;;`;oP,eVao.,. Orbego FLOOR_JOIST TO SKID CONNECTION $`°2021.01, Joe: ss20-eu-NONH scnTe Firs - - MODULAR PLANS DESIGN.CO. ` `.,•""' SHEET NO. `. 09:04:2 A3 MODULAR v - -05'0 ' PLANS DESIGN,CO. 2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN N BUNG 20"'NOT HVHZAPPROVED —'— I 1 I I I i i i NOTE:INSTALLATION FOR ALL ROOF SHEATHING OPTIONS AS PER MANUFACTURER INSTRUCTIONS SIDEWALL BELOW - D4 ALUMINUM ROOFING w w o. O O to N N 2-X4•TRUSSES Q 24.O.C. to to x o' J� RIOGE E 0 o x•" w w um 7 X4•RUNNERS _ 4 EE io w w a o. N N SHED LENGTH(MAX.40'-W) I ROOF FRAMING PLAN 1 CONSULTING ENGINEER suie va.ra JULIO ORBEGOSO FLORIDA 8 BUNGALOW SHED PE LICENSE#38769 MODULAR STRUCTURE FOR: DATE: 01-19-2021 SUPERIOR SHEDS Julio (877)439-7433 - DRAWN: R.L.G. T C Tlfl LINE¢NGINEERING.LLC 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 ,?•�E••., Of�7e O 'o 1 LL „al�.,uaei C<ef..au .e.........oo+. 9 a William E.Neary,III MODULAR PLANS DESIGN,CO. JOB: SS20-BU-NONH = _2021.01. SMP-51,SMI-79,ICC 5185040 - `� ` - =:• `0 SHEET NO. 10649 Oakview Pointe Terrace a ' I ..; ''e _ 8 _ Gotha,Florida 34734 - ^• 09:04:3 , © MODULAR as ,m - 05'0 PLANS DESIGN,CO. A4 2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-20"'NOT HVHZ APPROVED - i i I I j i I I 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 2•X4'SYPN2 COLLAR TIE 2'X4'SYPg2 ROOF TRUSSES @ 24.O.C. 2'XS'.MITEK MT20 - OR EQUIVALENT - VARIES 12'MAX. VARIES U w SEE HEAD w 2'X4'SYP#2 STUDS DETAIL 4 = @ 24'O.C. > O w w 2'X4'SYPp2 BLOCKING w I � N 4'X4' T.SKID(CONT.) FLOOR DECKING ONT.) 2'X4°1 tY2 STUDS @ 24. X 7' FLOOR DECKING(CONT.) 2'X4'SOLE PLATE _ LLO.C. 2•X4•SOLE PLATE FL - P.00R JOISTS @ 16 O.C. 2'X6'PERIMETER 2'X6'PERIMETER- 29 SHED WIDTH I 4'X4'P.T.SKID(CONT.) (6'-0%6'-0',10'-0•,11'-8',13'-8') I SHED LENGTH(MAX.4"') ALL STUDS SECURED TO SOLE PLATE WALL SHEATHING OPTIONS: e CROSS SECTIONW AND FLOOR FRAMING W/0.039' -VI OSB OR SHEATHING EQUIV.OR BETTER A5 seise:ve•ra (1MM)02'STRAP w/4-10d NAILS -CORRUGATE S:NUM ON TOP INTO STUD,SECURING e CROSS SECTION'B' -D4 ALUMINUMINUM SIDING INTO RIM JOIST ON BOTTOM A5 seise va•+'a - -J4.OR 5/e T7-11 SIDING • W/4-10d NAILS(TYPICAL) -JAMES HARDIE PANEL OR EQUIV. NOTE: -JAMES HARDIE HORIZ.SIDNG LAP OR EOUIV. 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 WALL FRAMING MEMBERS ARE CONTINUOUS FROM - JULIO ORBEG8 FLORIDA FOUNDATION SILL TO ROOFAND SECURED TO ENSURE A BUNGALOW SHED PE LICENSE iF38769 'a I CONTINUOUS LOAD PATH.WHERE WALL MEMBERS ARE NOT CONTINUOUS.SHEET METAL CLAMPS,TIES,OR CLIPS ° SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS MODULAR STRUCTURE FOR: DATE. 01-19-2021 THAN0.040'NOMINAL THICKNESS. SUPERIOR SHEDS JUIIO (877)439-7433 DRAWN: R.L.G. L IY,P UNE ENC,NEUR`NG.1- 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 °�e�a,,,. Orbe o William E.Neary,III MODULAR PLANS DESIGN,CO. _ ` .2021.01.2 JOB: SS20-BU-NONH R SMP-51,SMI-79,ICC 5185040 - ' ry 8e 10649 Oakview Pointe Terrace 0 SHEET NO.'I I *.,; E.?: o Gotha,Florida 34734 .. '-. -0510 1 �� o MODULAR v" ,m 05'0 ' PLANS DESIGN,CO. 2021-01-20 TOP LINE ENGIIJEERING APPROVAL PLAN#BUNG-20"'NOT IiVIiZ APPROVED i I I i I I I I i I i I I I 2°X5'MITEK MT20 OR EQUIVALENT 2'X5'MITEK MT20 , 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. DS (2)2°X4°SYP02 HEADER 2'X4°SYP#2 STUDS @ 24' C. @ 24°O.C. _ (2)2-X4-SYP# I. HEADER 2'X4'SYP#2 BLOCKING 2' 'SYP BLOC ING � w �d w MAX 108° 2'X4'SYP#2 2'X4 OLE TE - SOLE PLATE MAX 36' 2-X6-PERIMETER II " SHED WIDTH (6'•0',8'-0',10'-0',1 HED WIDTH *I SHED WIDTH 1-0',13-8' ' °,10' °,11-B'13-8') ',10' ',-0 , -0 -0 11'-8°, 4'X4'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. A ENDWALL FRAMING B ENDWALL FRAMING B ENDWALL FRAMING A6 uxE x••ra --- - - A6 snueare•-rrc ---me.rrc ---- /\6 scuF:va.ra CONSULTING ENGINEER JULIOORBEGOSO FLORIDA 8 BUNGALOW SHED PE LICENSE#38769 MODULAR STRUCTURE FOR: DATE; 01-19-2021 SUPERIOR SHEDS Julio (877)439.7433 DRAWN: R.L.G. T LL TO STNNE 1"G N`cRv.NG LLC 2323 S.VOL USIA AVE.ORANGE CITY,FL 32763 onuepa••.,, Orbego O William E.Neary,III MODULAR PLANS DESIGN,CO. _ `•' �� 'O-'2021.01. JOB: SS20-BU-NONH $ ! SMP-61,SMI-79,ICC 6185040 .- _ `m 0 SHEET NO. 0 10649 Oakview Pointe Terrace a 09:05:0 Gotha,Florida 34734 .. 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Z £TOP LINE 1.OINEERUN .LLC 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 "'owe4�D Orbego 0 —TTNNL'TVt�1..-f Ri :'y`D..,E'•,,. $ William E.Neary,III MODULAR PLANS DESIGN,CO. - $--=2021.01. JOB: SS20-BU-NONH SMP-51,SMI-79,ICC 5185040 $ :'D $ i4ssE�¢`O SHEET NO. 10649 Oakview Pointe Terrace �� o m Go[ha,Florida 34734 m - 09:05:2 Gotha, o MODULAR D> -0510 PLANS DESIGN,CO. 2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-20"'NOT HVHZ APPROVED" �I I I I , i I I I I