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HomeMy WebLinkAboutProduct Approval FIA MWHftGWMW d Upr f' =' Am Z8D7 BIsUr�oRa ad • " � PhonrcttaflAtfli, �4F�414.tT4928 , IMaY%$Mae, Seas" Role DeSuft Gmemor August 07,2019 Alex Martens SupWW Shads,Inc. 2323 S.VaknU Ave Orange City,PL 32763 RE:Mar dbcbrrer Certification,ID MFt=113;Expiration Date:August 07,2022 DOW AIOX Mertens It Is my pleasure to Worm you that Superior Sheds,Inc.,located at 2323 S.Yohusla Ave,Orange City,FL 32763,has been approved under the Manufacbued Buildings Program,as provided for under C1110W 553,Part I, Florida Statutes,to manufacture Storage Sheds,Manufactured Buildings for installation in Florida. Cm tructi m or modification an 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 conbectortlor the DepaMnent and has statutory authority and.aaponsibilitles that mast be met to maintain approved status,You may expect and demand quality plans review and Irupecdonm Each Code change will make your plans obsolete until they have been mlewed,approved and Indicated ton the cover Pape of the plans)for compliance with the Code by your Third Party Agency for plans review.Please ensure that your plans are in compllnnce and are properly posted on our webslte.All site-related Installation Issues are subject to the local authority having jurisdiction. The DeParhuerst'iaontractor will make unannounced monitoring visits at least once each year. You must grant complain access to your manufacturing facility and records to remain in compliance with the rules and regulations of this program. Your c t[ficebon In approved for t him years from this date.You will receive a renewal notice by Email generated by the BCiS )for online renewal.if you have questions You may contact Robert Lorenzo at BW717-1635 or our FAX at 850-414.6436. Please visrjt otx webs ft at wmMoridabuildine.aro to see valuable Information on the Florida Manufecdued Buildings Program.A Copy of this letter mulct accompany applications for fool building permits. Sincerely, pltl—aq— Robert Lorenzo Manufactured Buildings Program cc:Tap tone Engineering,LLC r¢cALVAN¢Eo wasNER GENERAL NOTES 6 SPECIFICATIONS FOR AUGER ANCHORS �K.� 11•THREAOm Roo NOTCH qucouNTERsvacaar OPnoHU Fotwcx sEr ,rsss•Noo LSl cnNCRETE Tlmurw•mrTOM HATE ,2T�,om r¢GuvAFBzfio wwsTlm ,.auonWCAWaoRs sxAueET.neaEi�TYPEHP-1 soaRBlmttErfi EYE580.Tm TOGEfleai WT:ocENc+wa nlw SLAB OPf1aNLFOR WJI WIR17S•HUf AVGERANmIpm BY HOME PHDE OFBRL410L VA OR mUrvl1LFM.AVERAGE HaOWGSiRENGM mTAT LF5&TW W<.T191B9. WRHYASB0.Ta NUT WIM Y••LOIRLFA TIBLU 2xf P.T.BOITOY PLATE �, i ANCHORUIG SYSIEYTOlS10UTm PEALOtlLLBUMWG WOE(BY gJLLEIQ (212xr GALVAfIIgO WASNER9 (SEfi TABLE+FON SPAOITG) rM BASE BOTTaBALATE NAREO LOGTEANCMORS PFR TA�IlEMORGB. p,BmLBSNFAR CAPACRI7 �G•ABTE T02i8'P.T. 1 1MiFADm RW WIIH EYESOLiBbl4YE BEPIACm TNRU111EBORON RATE... 1m+r wRGm oLT • .. �-may (FLOOR aYSIELq PNDATTACHm IOANOMO0.THEE OW BE E%fETdImwRH TI(✓FAOm RDO roRSTRnPswllH EawLq,cREATEn6TNF„cTNIwR Kxr(Wouel suBBro,HETm EYES Balm TocErlmu ,mx• -. GRADE EIEVAT®wR110N90F6HE050NlEVElII1G 4000 WNGhTEwEDOEANmgR smffsoNAx THRWLRI CnDN ODE9 caAr ETE qAa a.orrEas ... BOLTa Hu(,._21P AN D TYFELn,li oRnvaowrrH arPOREWAL ATmJUR6OICf1pN wAvo:RSRmeLe sFffAR AOliT1 BiogmioAS REvmRfi TABLE4A I617:TABLE1 wRSPACWGI 1NRW LOOAL CoBN SM3]YAM 900 AND JIIRLSgCf%iN ]r EARTNAUGFR O0. '..� (gE TABLE]I ]r AUGERAHCHORSPAfdJO-SIW1EWnN: ANCMMm TO CONCRETE SNm WRH TA ROOK OPIION Cm TABLE-.FOR PALING) SHm WLDTH LW' I1RlF'f(RF)FNDANCIgR'•NA%WTERIORSP ANa,ORm TO WNLRETE BRED WRNSIDD TOPAOOR BLOCgM- 1Sd ).W Pd TO rd tOd red e.00 Zoe vdro rd Ivd SETUP AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHED 1od sm rd 4m Im vdro rd and +.BURdNG15 PIPOED IN 12p1EBlm lDf/,TF)N OM SGIEOULEWFVCTOAl1AYFON - 1.BUgDD+Om RACED IN REOUESim LDfgTIOILTHE FmST SE4TION OFTFm YWEMEM IDPLUM OR SDIWiE UMTTO MOUSE,FENCE PROPFA.TYLDIEETC. PIAC Mn-EN ffLT AT THE ED.GRWM ANO onNM ENDW W S 2 ONLEIIMT IBSO ED ON THEE M OTOF THE GRDUNDmEBTABLmIB:D,THE ].BLOCIm ARETMEL RACED ATTNE FND,TO BEVE TNEHERENOTO LEVEL(sEETmE m 6UBDpIGmBLOG%m ON THEMGH SPOTOF THE OROUNOANOlEVE1FD.THE OTHERENDOFTHE BUBDDIGmuEVEL a MBN EAwmroAaaEVBTi,EcoRREmsPAcvm(sEETAaE]L yIIT TABLE 4B BIROPIG6BRWGHTUPTOIEVFlA-ADDED.IMENIHECENfER pF THE BUIDWGIS .].TID:fID(T9FtRON OFTHE 9NmmBAO®IN)ORACEAIO UMMOm PARM1EL WRNIHE II ]PAUGEAANmpii SPAL1H0-OgImEMWE SUPPORIm TO LEVEL MORE BLOO6AFEADOm TOAOMEVEIHE CgWER NmT6ECIMJN.1HElW0 SECIgISAi�COIMECIm ATTHE LOWERCOW✓FIIt WITH ltl i-k l�lllll�l 6Hm W0)H LM' L FT(PLF)ENO NAC gfEWOft9P SDACRIG OR:•B TABLE]) B0.TANDNIR.THE SEWND SECRON m THFN LEVEL-]l Arm Tlns OfIffR B0.TINIE9ME 1 NTFATHEBgIgNOm LEVEL.NqE 9PACgG LBIEO WAND FEPEDSECURE.I)Q:R6f OF 1HE BLOCgNOmn1EN LON0NSm E1W ffi4 LB.00 om admrd Sd ISEETABIE]I. PfLOCEWRE 19 REPEATm FORYULTTFLE6ECTIONSHEDS LMRLAL.SECIIONSARE W PLACE ].ANGIORPIAOFA,ENTI9EBTABLISI®BYTiD:Wn)THOFTHEYoDLTO,H0.ESME gnLLm a.GRg1tL ANCMORSANETHEHPDOm(SEE TABLE�BL m`AUGERANCHOR LDAD WnITX URUf ON RUNKA RODJTHEr%DGMSEONMTEWRHAIRAUGEILBR.1?EYEBaTOROPfnLML VI THREODm 1 ONCE TIQ:BURDWOISRtOPEiLLY BLDCI�DAIDBOL1m TOGEf11ER.TNE6UPwRTBMCWOm H.>a lBl LOGDONFRONE VD OFAWERI HDR PCO(wR A 1 LNO SEi•)m 5EC1Aim THim THE IIaE. i AINi1C mAI.NOT REONRm WI+E BOTTOM RAlEFO1L D00RS11lID DOginAYS WR11 N0 6 ANg1pR9ARE NOf REOUnim WTHE BOTTOM RATE wRD00R5A1II1000RWAY9 WIT11N0 DIDTRIICIIOt6 EYF1ETAT ���ALING BELWEENAAOdiS FODTEfL IOGRAf•E WOfm FORmaLatE1 NEAOERDES%iN 1PANYERS TIESE LOGOS —(­BEODORS FORE%MUlE7.HFA0EROESWNTRAN54T36TIm9ELW0.. NAIOFRIM OFB•ABP/EG e.mTHEUMf ANDS R,EASPEA MOVOFORiIIE]PAVGFA M&UnO TH NO)FB BAOUnEEDANO6ECURm EPENTNEDETARENE Ur HOLE190WLLE0 WTOTHEWNCREIE 1-1?OFFIHERVB JOmi.TNEEYE80.Tm FA9TENm THRU I,IE BORON PIATEAMOASIMPSON 1.ANLIpR SPACINOm DESIGNED AS PEAASCE-) ' AZG(OREDVALI IS SFWI>FDTO TNECONCP£TE WIIHAI?W'FDL{ANL1g0. LpD 118ORYATION 2Y11 Yff/SURELENLSARELEMTER-TOCEXTEA T.ffTHE UMTANO iIOORWTIgyINCIR:AW'11111D'1Ci•WEOGEANCLCRIIWITHESbI•BOTRIN _EVER6IW TMmMON, 1AppI WTLLWTEIUORANLWRS ARE R(�UWmIF6PACWOI6WI�TWW 10 PUTS r�x ABNED R BETWEEB ANCHORS. NANUFAcnmm suPEwat sx�s- aAWaaRs sHAu eEONsmEwaus BUIlDUm . EPw Txfi V %To AN YE WWN EA .NTHEENDWVLLASg CON9TRULl16V VA TOTFB:SIDEAS POSS®IE. TABLE TABLE TABLE 3A CLOEVERsem NONE ANCNoamarocaASIE,E sToo RIRDlER SPacWc PADTVPFs GENERAL NorEs SMm WIOM UPLIFT(RFl ANCHOFLSPACO fiHm WIOM %1 R %l TYPE ,PPO DMLS MA%LOAD• NATERNL OL'g1SRESSN%i SYSTEA+ STO E I.FWNOATRNi PLAN9ARE NOTPNRTOF1Hm +' PLANSETANOAREGOVE,LNEOBr+aS�L zvd c Gm rs Ird r-,op Y-1oy 1•-10} 1 zLn m6• 1rre Les N ALLv.vAeLB ND.oFSLOR,Es , zToau m�o m�TFImYTIm Esc L 1 _+i•'- BASlcwomsPEm MPx rvuLn _ E,gNcrcnrseavAnvncwEFERSEcmN vd zm as +rd zd ram• a axn•%Iv ]soo Les N E%POS14iE o,sa n•d zGB rs and r-r env m ,s•%,c ]sm tes ABSPusnc PAos EHaosuaE ENaosm 1REcmmrlEmwN OETAss FOR PRaEn Digitally signed,od zw as Bd v vs ry a•,m•%+v ,motes IMEgIMLPRESSURECAEF. H mia nISTALATB)NFEDumEmBASroMEETLWE. 9 Y 9 Y Rfl mmac FACTOR 1.16 Julio Orh e9oso rd +m rs sd Iv sr - •eum Wz000 vsF soaeENLBn C11PACRY Cmoo FSF mTYRgLLI oFno LDAo IO PSF vd Im Sd _•NoVA+ELsU:E S Aim FROM FTm OFJgSiTO CENLERB O-FRIG•%.e• ,. o EBLOOLS(exa'a,97 MAY BE ST.AG® Date:2021.020 1 ONFABSONN)0HSEDSUProGBwoxu W 16:4251-05'00' 1 aLaIO g B A(M,6.M E 2A PADS REWIIB:OOH i1•-0'N1D Ird WIDE SHm9 ALLY. BOOR IN 3TpO FDRMNSSUPTOWwW MTNO(WALL FLOOR ROOF)OFL TWSA P6f I1R6 PSF MOOaFePEHBUBgND CONSULTING ENGINEER zAes PADS REVIBRm oN,rdarm lydwe>ESHEns gLLr. HURMGWEPROTECTANU9NSE NO JULIO ORBEGOSO MURRItlWE SMRTm UseeE "° FLORIDA 8 suPwRT FaorWGPAD svACIHc FOR RIAaER acgaNB FOR SINafiawLmLBmoE SMEOs SO—E FOOTAGE LE59 THAN))o eF. PE LICENSE#38769 BNED DE om nON PAo NAzwIn LOADArm FAOTYPE . sMmwmTH TYPE Lw•ryLFI END— NWCSPAgNG END— svno Try WF�a+ NPPO TPEH SHED STRUCTURE FOR rd 6WNM .., P,o� 8d me a n, ORN a BBB DRN SUPERIOR SHEDS DATE: ot-zz-zort °j 11'd SwIOW BAYWB PTO6' 6'd mB. Lux— LB mm... (877)439-7433 � � DRAWN: R.L.G. 2-� +Dd smow sm�m 1T01 Bd 2-1 ,.0.IN ORry 2— L..KOR. 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 rd sw ADY.im vivo vd zomuB 1,11,IIf,oary zone ,.B m,oaw I.___.I_ MODULAR PLANS DESIGN,CO. JOB: SS FOUNDATION Al >3 sd sw ]aD¢W vrov vd I-Le Ln.nL oary ,ease u1.14oRry _ t SHEET NO. - n •LOGOwnR110F UPLffTONRWDlFIe sPAcgB m ExO To CENTER of PAo i PADS oTHERTMAN Elm FAGS sPAOmG mCEMEHTO CETlfER MODULAR'Q - PLANS SAME MAzwuM SPACWOPORumEsloR SPACWc - PLANS DESIGN.-CO. n" �. f GENERAL NOTES STRUCTURAL LOAD.LIMITATIONS 1. Foundation plans are not pad of this plan set and are governed by local pp jurisdiction. y' - _ WIND LOAD CRITERIA 2 BUldings ate approved for residential lawn storage only 1.132 Vascvl To Vult WIND SPEED(MPH) 3. This building is exempt from the FECC per sections RI01.4.2.4.R402.1. 2 I RISK CATEGORY 4. Refer to He down details for proper hutallaflon requirements to meet code. 3.II BUILDING CATEGORY 4.ENCLOSED ENCLOSURE cLAssincATION S. A1lumber shall conslNGflollwflbehe local lauthoexcept as noted. 5.GCPI INTERNAL PRESSURE COEFFICIENT 6. Gutters shall be site installed per the local authority homing Jurisdiction arid 'y 5.C EXPOSURE FACTOR pemlitting requirements. n'' 6.0.85 WIND DIREG IONALTTY FACTOR(K6) 7. All Windows and doors}o meet the minimumrt 7.0.85 GUST RESPONSE FACTOR Gh specificaflons per the S.Pr PSF MAIN FRAME STRUCTURE( )approved OVERTURNING LOAD plans and the Florida Balding Code. ' B. In accordance with FBC 1609.1.2,"Storage sheds that are not designed for 2323 S.VOLUSIA AVENUE 9.COMPONENT&CLADDING LOAD human habitation and that have a floor area of 72D square feet or less are ORANGE CITY,FLORIDA 32763 (ROOF) not required to comply with the mandatory windbome debris Impact Pr=ZONE 1:-35.83 PSF,ZONE 2:-35.63 PSF,ZONE 3:6528 PSF standards of this code". (877)439-7433 (WALL) 9. In accordance with P IC 1010.1.1.exception(10.)Buildings that are 400 PW=ZONE 4:-39.14 PSF,ZONE 5:-46.89 PSF sq-ft or less and that one intended for use In conjunction with one-and two-family residences are not subject to the door height and width US71NG AGENCY APPROVAL TOP UNE ENGINEERING,LLC. 10.THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE requirements of this Code.Structures 400 sq-ft Or mote shall have an 80" UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET minimum door. BUILDING CODE FBC,7TH EdIRON(2020) IN HEIGHT. 10. In accordance with Florida Statute 553.80(1)d,lown storage buildings and RESIDENTIAL CODE FRBC,7TH EDITION(2020) SEISMIC LOAD:WA storage sheds bearing Me insignia of a ELECTRICAL CODE 2017 NATIONAL ELECTRICAL CODE' g g approval of the department are not _ BUILDING TYPE RESIDENTIAL LAWN STORAGE SHED FLOOD LOAD: subject to 553.842(Florida product approvals)but shoo meet the design MANUFACTURER SUPERIOR SHEDS,LLC THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR wind load requirements of the 2020 FBC 71h edition. AGENCY TOP LINE ENGINEERING,LLC SUBJECTED TO WAVE ACTION WHEN LOCATED INA FLOOD - AGENCY PLAN NUMBER BUNG-20-HVHZ PRONE OR ZONE AREA FINISH FLOOR ELEVATION MUST BE 11. Flat metal strapscan be bentrere thenound vmturolmemberse thataH theuds' CONSTRUCTION TYPE V-B LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL. .dries,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 iriterfere with any of the existing breaks/bends in FIRE SUPPRESSION SYSTEM NO THE LOCAL FLOOD ZONE REGULATIONS. the strap.' OCCUPANCY UTILITY 12. As per FBC section 1626.1 exception(f):storage sheds that are not ALLOWABLE p OF STORIES I DRAWING INDEX designed for human habitation and that have a floor area of less than 72D WIND VELOCITY 170 MPH,EXPOSURE C square feet or less are not required to comply with the mandatory FIRE RATING OF EXTERIOR WALLS 0 of COVER SHEET FLOOR LIVE LOAD-STANDARD 75 PSF A7 FLOOR PLAN windbome debris impact standards of this code. FLOOR LIVE LOAD-OPTIONAL 125 PSF 13. Components/Cladding are in compflance with the 2D20 FBC 71h Edition. FLOOR DEAD LOAD 10 PSF A2 8roEWALL FRAMING 14. Sheds located in flood hazard areas must comply with the local flood zone ROOF LIVE LOAD 30 PSF A3 FLOOR FRAMING ,egulaflons, ROOF DEAD LOAD 10 PSF A4 ROOF FRAMING 15. Ito wall is Ramed for future HVAC units that shall be approved by the AHJ O RATING OF FLOCRBUILDING WALL,&ROOF N/A and shall cons with local requirements for permitting. MODULES PER BUILDING 1 A5 CROSS SECTIONSMIN PN q P 9 HURRICANE FOOTAGE 719 SOFT.MAX. AS ENDWALL FRAMING 16. Windows and doors installed by the customer that shall be approved by HURRICANE PROTECTION USAGE NO the AHJ and shall comply with local requirements for permitting. HURRICANE SHELTER USAGE NO - AT SCHEDULES 17. HVHZ components for sheds require that installation per manufacturer's HVHZ APPROVED YES instructions. TOP LINE ENGINEERING,LLC CONSULTING ENGINEER L1A.T`-TOP LINE ENaGs EEG NNG.LLC 28 �„ csu L ssxs JULIO ORIDA SO William E.Neary,III pEGIGN WtE55NtEe BUNGALOW SHED-HVHZ PE LICENSE#38769 SMP-51,SMI-79,KC 5185040 10649 Oakview Pointe Terrace MODULAR STRUCTURE FOR - Gotha,Florida 34734 wu+Dooms rys a8odrl .f4o.ro PSF SUPERIOR SHEDS DATE: 02-05-2021 aP u�w Paovloeo ev swNUEAcruArn (877)439-7433 DRAWN: R.L.G. Digitally 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 5t Please rota:Any questions regarding local permRffng should be directed to the Manufacturer. ";eF'•y, si red b Julio ! JOB: SS20-BU-HVHZ The Manulacfureri eonfaefiNormaHon can be foundln the fiNe block of the plans ;' APO$';Orbegoso ---1�"- - - MODULAR PLANS DEBIGN,CO. V APPROVED FOR HVHZ - :Date: SHEET NO. Y _,2D2,D2.D9 '+°;m..L -0:,00, MODULAR-05'00' PLANS DESIGN,CO. w=m. 2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-HVHZ-20"•HVHZ APPROVED A A5 � rA CEILING J-BOX _ L1NE SOURCE I 2'X4'SYP#2 STUDS Q N 24.O.0 W/SISTER STUDS. r 4-0'FROM ENDWALL LINE I I I 1� j I,i LOAD I NI1.I1 L �A6 0 ---------- SINGLE POLE ONEUTR 15AMPG.F.I. �o 0:'Qr AA6 3 qm SWITCH OUTLET x ELECTRICAL NOTES&OPTIONS: r 2'X4'SYP STUDS -AS PER NIX ARTICLE 330.30(B)SECURING OF MC TYPE I-—— @J 24'0.C, CABLE UNLESS OTHERWISE PROVIDED,CABLES SHALL BE B SECURED AT INTERVALS NOT EXCEEDING 6FT.CABLES AS 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'x20'-0' MAXIMUM ND. LIGHTS: 6 FLOOR PLAN NOTE: SHEDS TO HAVE A MAXIMUM ELECTRICAL WIRING DIAGRAM OF 5 DOORS AND 10 WINDOWS ' sue nor ro s�xe AAAd --TK'IOP NNE ENGINEERING I- LY. RUGTUIULENGIN FRS NOTE: .William E.Neary,III 1.MIN.GRADE STUDS:2'X4'STUDS TO BE Fb SMP-51,SMI-79,ICC 5185040 CONSULTING ENGINEER =1200 PSI OR GREATER 10649 Oakview Pointe Terrace JULIO ORBEGOSO 2.MIN.ROOF SHEATHING:29GA CORRUGATED METAL BUNGALOW SHED-HVHZ PE LICENSE#38769 3 Gotha,Florida 34734 ' FLORIDA 3.MIN.FLOOR SHEATHING:1'PLYWOOD 4.MIN.WALL SHEATHING:04 ALUMINUM SIDING DI Ita�� $I ned r�pu m prr r MODULAR STRUCTURE FOR: TE: ���� SHEDS LL 9 y g DATE: 02-05-2021 g 2OSECTIONSOF29GACORRUGATEDMETALSIDING ��S`O�RceBsFG�S U JUIIO SUPERIOR-7433 $ �� ••O 2323 S.VOLUSIAAVE.ORANGE CITY,FL 32763 DRAWN: R.L.G. FASTENED Wl�'#6 HEX HEAD wI WASHER SELF _ t� z TAPPING SCREWS 6-ON EDGE&12'IN FIELD. N° =Orbe OSO _* * *= g MODULAR PLANS DESIGN,CO. JOB: SS20-BU-HVHZ p0`•., MMOE :r tv�:Date: - SHEET NO, a $'c�oS;••."tomon.:G�=: 2021.02.09 15:10:26-05'00' MODULAR Al © - PLANS DESIGN,CO - 2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-HVHZ-20••'HVHZ APPROVED 02X4SYP#219NGSTLrD MT20 LENT ENDWALL 2'X4'SYP#2 ROOF TRUSSES SIMPSON LTS12 @ ALL TRUSS @ 24'O.C. TO HEADER CONNECTIONS. USE MIN(5)10tl NAIL INTO SINGLE F TRUSS 8(5)10d NAILS INTO SYP#2 H YP 02 BOTTOM HEADER VARIES 12'MAX. VARIES 2'xa•SYPM G DP 12 HEADER SEER ER W DETAIL ACK STUD 4 NG BOTTOM W 7w- Wi6anENea}.ol ENDWALL DOOR&WINDOW � sNiw:t vn�iv.iaslauw 6'-0"WIDE OR LESS 4"X4"HEADER DETAIL scue Nw sraerrts FLOOR DECKING r NTJ 2+X4'SYP#25TUD3 @ 24.O.C. LATE SYP#2 O 2'X4' SLE P 2'X4'SYP#2 STUDS @ 24-O.C. 2'X6'SYP#2 PERIMETER 2'X4'X60'SYP#2 SISTER STUD 414'P.T.SKID(CONT.) ATTACHED W/1Dd COMMON NAILS @ 4.O.C. HED LENGTH(MA).40'-0•) ^' Dlgitallysigned •'o 'wwO$ro% NG OPTIONS: by Julio n AND FLOOR FRAMING W/S M SON %OSB OR SL'STUDS SECURED TO SOLE PLATE —LSHEATIHEATHING EQUIV.OR BETTER =OTbegom Q� LTSI6STRAPw/5-10d NAILS •CORRUGATED ALUMINUM ' Date: g7pM6ry ONINTO RIM JOIST ON TOP INTO STUD, E OTTOM e NU SIDING SIDEWALL FRAMING -8CURING 4oR4/,'ALUMITt-71 SIDING "' 'a E;P••• � - W/S-tOd NAILS(TYPICAL)) '� s '1p•�ra -JAMES HARD IE HORR.SNGULAP OR EQUIV. SISTER STUD DETAIL NOTE:- 29 GA CORRUGATED STEEL METAL SIDING WALL FRAMING MEMBERS ARE CONTINUOUS FROM (RUNANY DIRECTION) R score ms FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A •THERMO-PLY BLUE(0.135 THICK) CONTINUOUS LOAD PATH.WHERE WALL MEMBERS ARE W/VINYLSIDING 3•OR EQUIVALENT MT2LEN 1 NOT CONTINUOUS,SHEET METAL CLAMPS,TIES,OR CLIPS OR EQUVALENT SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS CONSULTING ENGINEER 1 'OR 16'%4'BETWEEN THAN 0.040'NOMINAL THICKNESS. JULIO ORBEGOSO 4g DS.VENT IS SECURED FLORIDA T TUI RE IS Is NsiRucnoNs - BUNGALOW SHED-HVHZ PE LICENSE#38769 1SS•W/ PLYWOOD MODULAR STRUCTURE FOR: DATE: 02.05-2021 p ORR Ose FILLER DR(1)axa• SUPERIOR SHEDS DRAWN: RLG. 2123 S.VOLUSIAAVF-%7kNGE CITY,FL 32763 y/ JOB: SS20-BU-HVHZ KING sTYUO — MODULAR PLANS DESIGN,CO. SHEET NO. OPTIONAL HYDROVENT DETAIL SIDEWALL DOOR&WINDOW(lYP) MODULAR m a A2 O swe:Nrs swe:Nrs yY ppe, PLANS DESIGN,CO. 2021-02-06 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-HVHZ-20"'HVHZ APPROVED SHED OVERALL LENGTH(MAX 40'-X) 6 SKID RUNNER SPACING' WIDTHS 6'-0' 8'-0' 10'-0' 11'-8' 13'-8' 2'X6-P.T.FLOOR JOISTS 24-O.C.OPTIONAL 125PSF A 0'-10' 0'-9' VIO 2'-8' 1'-10." @ 16 O.C.TYP W/3;'T&G B 51' 6'-6' 6'-10' 6'4' V-10.5' °P C 'VALUES ARE FROM END OF JOIST TO CENTERS OF .. F (2)4'X4'SKIDS ONLY.13'-B'WIDE SHEDS HAVE(4) SKIDS. 2-X4•P.T.SYP#2 m o PULLING BLOCK y 4 4'X4'P.T.SKIDS ATTACHED :Qo W/H24 OR EQUIV.SEE TABLE I E ENGINEERING.LCC 2 FOR QUANTITY 8 SPACING TNl R�1L full full NGINff0.� - William E.Neary,III SMP-51,SMI-79,]CC 5185040 a 10649 Oakview Pointe Terrace Gotha,Florida 34734 2'X6'PERIMETER RAIL FLOOR FRAMING PLAN FLOOR SHEATHINGL : sr^�''1°'•''�- - 'PLYWOOD -%'P.T.PLYWOOD FLOOR SHEATHPIG 2-1R'X1rr 1,1 I -4 THR"OLT OReF�,, Digitally signed -%'P.T.TSG ,`�o ""'0 -9r0;; by Julio SIMPSON HL33 N`�® ' =Orbegoso HF VY ANGLE 2W CONTINUOUS - P.r.FLooR�olsT - _ ;��Date. CONSULTING ENGINEER JUDO ORBEGOSO 20210209$ 112' - '•,ss ac?,• FLORIDA 8 NOTCH '"�;oNn� "` BUNGALOW SHED-HVHZ PE LICENSE#38769 o ( 47t4'P.T.SKID ,try 15:11:10-05'00' MODULAR STRUCTURE FOR DATE: 02-05-2021 a 1z x rr' SUPERIOR SHEDS DRAWN: R L.G. THRU-BOLT,- (877)439-7433 } 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 FLOOR JOIST TO SKID CONNECTION JOB: SS20-BU-HVHZ R scue Nls = MODULAR PLANS DESIGN,CO. 4 II( SHEET NO. MODULAR 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 MANUFACTURERINSTRUCTIONS SIDEWALL BELOW D4 ALUMINUM ROOFING a a O p m 2'X4'TRUSSES Q 24-O.C. y oc ¢ RIDGE E a w o yq w w 4'RUNN RS 4 o. w a a O O in y SHED LENGTH(MAX.40'-0-) ROOF FRAMING PLAN CONSULTING ENGINEER JULIO ORBEGOSO FLORIDA 3 ♦♦ BUNGALOW SHED-HVHZ PE LICENSE#38769 " '�`�OL'TINr�IWG1�NEERI�LIC " X William E.Neary,III f .` ORBE"'i, DATE: 02-05-2021 MODULAR STRUCTURE FOR: SMP-$illiam E.Near,III 0' \O•"•• G�i, Digitally signed SUPERIOR SHEDS ;i (677)439-7433 DRAWN: R.L.G. 10649 Oakview Pointe Terrace No.3976s by JU 11O 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 Gotha,Florida 3W34 Orbeg050 .:;J�.• JOB: S820-BU-FWZ =•Q: �` MODULAR PLANS DESIGN,CO. ?�o�•.. 6TAT6OF :`��; Date:2021.02.09 SHEET NO. sS/oNA���G 15:11:26-05 00 k� A4 MODULAR a PLANS DESIGN,CO. 2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-HVHZ-20"'HVHZ APPROVED SISTER STUDS FOR 4'-0' SISTER STUDS FOR 4'-0' FROM ENDWALL(TYP) TYPICAL STUD SPACING 24'O.C.MAX FROM ENDWALL(1YP) MIN.3:12 2X4'ROOF TRUSSES MAX 8:12 @ 24.O.C. ENDWALL l7 SIMPSON LTS12 @ ALL TRUSS '2'X4'SYP#2 COLLAR TIE TO HEADER CONNECTIONS. 2X4'SYP#2 ROOF USE MIN(5)10d NAIL INTO TRUSSES @ 24 O.C. TRUSS 8(5)1Od NAILS INTO 2*X4 MITEK MT20 HEADER OR EQUIVALENT VARIES 1'MAX. VARIES y SEE HEAD w 2'X4'SYP 112 STUDS DETAIL @ 24'O.C. w 2X4'SYP#2 BLOCKING w [-4'X4'P.T.SKID(CONT.) FLOOR DECKING CONT.) 2X4'SYP/X2 STUDS @ 24'D.C. FLOOR DECKING(COT YX4'SOLE PLATE 2'X4'SOLE PLATE FLOOR JOISTS @ 16'O.C. 2'X6'PERIMETER 2'X6'PERIMETER SHED WIDTH 4'X4'P.T.SKID(CONT.) 13'-e') I SHED LENGTH(MAX 40'-0-) 2$q, ALL STUDS SECURED TO SOLE PLATE e CROSS SECTION�A� AND FLOOR FRAMINGWISIMPSON WALLSHEATHING OPTIONS: A5 s. ve.•Q LSTA12 STRAP w/5-10d NAILS /e'OSB OR SHEATHING EQUIV.OR BETTER Digitally g Y ONTOP INTO STUD.SECURING -CORRUGATED ALUM INUM signed b INTO RIM JOIST ON BOTTOM e CROSS SECTION�B' -D4 ALUMINUM SIDING Julio Orbegoso W15-10d NAILS(TYPICAL) -VOR%'T1-11 SIDING NOTE -JAMESHARDIE PANEL OREOUN. Date:2021.02.09 2'X4'STUDS TO BE F6=1200 PSI OR GREATER -JAMES HARDIE HORIZGATE SONG LAP OR SIDING N. 15:11:50-05�00� -29 GA CORRUGATED STEEL METAL SIDING (RUN ANY DIRECTION) THERMO-PLY BLUE(0.135 THICK) CO NOTE: W/VINYLSIDING NSJUULIO OLTIN RBEGOSOG ENGINEER WALL FRAMING MEMBERS ARE CONTINUOUS FROM FLORIDA $ FOUNDATION SILL TO ROOF AND SECURED TO ENSURER BUNGALOW SHED-HVHZ PE LICENSE 08769 CONTINUOUS LOAD PATH.WHERE WALL MEMBERS ARE n NOT CONTINUOUS,SHEET METAL CLAMPS,TIES,OR CLIPS TOP LINE ENRGINFERING I- MODULAR STRUCTURE FOR: DATE: 02-05-2021 SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS EEnGu+EFAS TRAN 0.040'NOMINAL THICKNESS. SUPERIOR SHEDS William E.Neary,III (877)439-7433 SMP-51,SMI-79,ICC 5185040 2323 S.VOLUSIAAVE.ORANGE CITY,FL 32763 DRAWN: R.L.G. 10649 Oakview Pointe Terrace JOB: SS20-BU-HVHZ R � Gotha,Florida 34734 MODULAR PLANS DESIGN,CO. SHEET NO. o MODULAR o A5 PLANS DESIGN,CO. - 2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-HVHZ-20"'HVHZ APPROVED 2•X5•MITEK MT20 2•X5'MREK MT20 OR EQUIVALENT MIN.3:12ZSIJDS OR EQUIVALENT MIN.3:12 2•X4'ROOF TRUSSES MIN.3:12 MAX.8:12 MAX,8:12 MAX.8:12 oQ 24.O.C. (2)2-X4•SYP#2 HEADER 2'X4'SYP#2 STUDS Qa 24-O.C. (2)2-X4-SYP HEADER 2'X4'SYP#2 BLOCKING S BLOC ING or w rn > w_ �d 2 X4 MAX 108• 2'X4•SYP#2 OLE TE SOLE PLATE MAX 36' 2'X6'PERIMETER 29 SHED WIDTH SHED WIDTH .(6'-0',B'-0',10'-0•,11'-8',13'8') (6'-0',e'-0',10'-0',11'8',13'-0� I* SHED WIDTH 8'-0(6'-0', ',10'-0',11'A',13'A') 4'X4'P.T.SKIDS ATTACHED W/ 4%4'P.T.SKIDS ATTACHED WI SIMPSON H24 OR EQUIVALENT. SIMPSON H24 OR EQUIVALENT. SEE TABLE 2 FOR SPACING. 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"..:�,E�.wal."°.o'n IR �aoEn u,ERNaTEinsrEwncsa¢�[r CONSULTING ENGINEER �Z r JULIO ORBEGOSO FLORIDA `bivanar,Is°ndM BUNGALOW SHED-HVHZ PE LICENSE#38769 'Oafezort�z.w MODULAR STRUCTURE FOR: 'ns:nse asvG - DATE: 02-05-2021 SUPERIOR SHEDS ,.L NP LINE ENGINEERING LLC (877)439-7433 DRAWN: R.L.G. ' TxANEru 2323 S.VOLUSIA AVE.ORANGE CITY,FL 32763 William E.Neary,III ; .---------- MODULAR PLANS DESIGN,CO. JOB: SS20$U-HVHZ MP-Sl,SMI-79,IDC 5185040 SHEET NO. PIZ- 106490akview Pointe Terrace ® Gotha,Florida 34734 A7 o ------- ------- MODULAR PLANS DESIGN.CO. 2021-02-08 TOP LINE ENGINEERING APPROVAL PLAN#BUNG-HVHZ-20''HVHZ APPROVED