The URL can be used to link to this page

Home My WebLink AboutMASTER ANCHORING PLAN1. ANctrOR SPACING IS OESIONED AS PER ASCE-7. 2. A. FASURFNENTS ARE CEMER-TO-CENTER. �. TIE -DOWN s+RAPs io BE t-1• = Sou• wLvuozEo sEE� FEDERAL SPECIFICATIONS QOS-761-N ME-1, FlNISH-B, GRADE- , p7IE-DOWN STRAPS µD CONNECTING W(RDWARE TO )AYE 4.725 IB. �dIlw uLnMATE CAPACITY (3,160 LB. R L5). 4. A31 E1RD+ ANCHORS SH4 L HAVE A INMUM 4.300 LB. CAPACITY. 5. FARM ANCHORS LOCATED AT EACH CORNER. MNf0AU4 16• FROU END ((04N URaUUM PER BULDING), µD SPACED AS PER TABLE 2AB,C DMINNO Ox ENOS Y00TII, WDro SPEED, µD EXPOSURE. ANCHORS NOT NEEDED ON 6. CONCRETE ANCHORS 70 BE SPAEED As PER TABLE IA,B,C OEPDIONC ON SHED WIDTH, WIND SPEED. µD EXPOSURE 7. CONCRETE ANCHORS TO HAVE A SURF OF 4• CFNER (DISTANCE FROM µCHOR TO EDGE OF CONCRETE). B. LAHMUII SOD. BFAWNO CAPACITY IS 2.000 PSF (TYP.) B. EAATH ANCHORSµD CONC ETEuRC1ppS MAY BE USED IN CONJUNCTION PROVIDEDTHAT THE sAA(E LgAwMull sPAUNo Is FOLLOWED FOR EACH ANCHOR TfPE TX-� W (Sa NOTES) TE-DOMR SRUP Balm ro TTPE D ANl kmR 179c E�eS UDDYOU t a• [40o Rs c w. WroCE ANCHOR WRR -CRwYI PIPE 3) 1� 4.4 sm Iz INN e' WmE oR Iuz ] Tae OR (1I 4aa P.7. SYP Iz SrDOs EISE(NN BE SR ON ORWXD), '' '.�:; • cfiJ� r y( � TYPE i TYPE 2 b' DRNE ANCHOR 3D• "ER ANCHOR FOR ROCK/CORN. FOR S SOIL/CLAY 0' TYPE 3 CONCRETE AANNCCHOR WITH EXPMSMN BOCT TYPICAL ANCHOR TYPES TABLE ER - HORS/ACING 30" AUGER ANCHOR SPACING TABLE 2B — 140C 30' AUGER ANCHOR SPACING SHED WIDTH SUM ANCHOR SPACING SHED WIDTH MUM ANCHOR SPACWC UP TO i 6'-0" 10'-0' UP TO 16'-0" 10'-0' 6'-1" TO 2O'-0" 8'-0' 16'-i' TO 24'-O' 8'-0' '-1" TO 24-0 6,-U• TABLE 2C - 1 20C 30" AUGER ANCHOR SPACING TABLE 1 A - 120C ANCHO G TO CONCRETE SHED WIDTH ISPACINOCHOA 4 00NCR"` SHED WIDTH LIA%U UM ANCHOR SPACING 24'-0" 5-0' UP TO 24'-0" fo'-o" 20'-0' 7-0' 71E-DOAIR SlA/P ROUSED TNRu FLOOR . µ1TH 1/3' ONDE a BST Y Tmm WASHw$ /1 (( JJ EADCE µtl10R 1W111 WASRIDt •.' :: • :i4 _T TIC-Dmx STRAP BARD 7HRU FLOOR M WrtH +/:• OMOE e — wNYUl11yRX WAL�IS M-Wh}R1pS�gPWMDHBA/R1D TO lIPE S BST YO111N WRN WASRQBe 1 Y.s• ((400 Ie.1 mNCRR[ WE1J ANEIIOR WmR u- om + 4a4 SP Iz INN e' WNC OR R6i z 2•e qR (q 4aa P.L sw P.epDS ALL EISE(CN BE SR ON DRODRD} r '. • • • TE- SITUP SECURED 111M e) ROOatA• HW e/e' JO' FAAfN ANCHOW R111 STAE /ON 550qRl//OAY, J STILE mR ROGR/OOML (I) 4:4 SYP l: INN e' RYOE ORIfSS. (1) La OR (1) 4.6 P.T. SlP 12 SaD9 . DSE(cuR m aR GRoub). . • . • • 16'-0" 7-6' 14'-0' 12'-0" 9'-0' 10'-O' 11Y-6' 8'-0' 12'-0• 6'-0' If -or 4' MRCRETE TABLE 1B - 140C ANCHORING TO CONCRETE {' CaKAER OTINIPL SVPPONT PM (P.T. WooD. CONCRETE BLOCK OR Pb) SP/LEO A7 e'-o' VAX SHED WIDTH MAXIMUM ANCHOR SPACING 2a4 SOE PIAIE (1UTUPAILY +/2W (400 m.) CONCRETE WRAaL WO]D 011 P.TJ WmcE NKNO4 WmR 2' WASHER a" uuac ()2 U) 2aa O R (I 4aa P.T, 5Yp I y%0g /IL DSS(UN BE eR ON ORWRID). TIC-DDA7U SUMP (SEE ND7E:) 1/2'R3' (400 l6) mNCRRE WO E ANCNDA WON 2• WASHD4 TIE-DoAN sn4a Balm 111RI1 FLOOR 1/1 pNDE a BaT U NTX WATHDRE e/eflE F 40' ARM ANCHOR Wi1N Nom ANGER sTttE MR SOR/CLAY. DWYE STYLE TOR ROCK/CORAL ((�Ijj 4N SIP 2 ON a' WIDE OR US4 SIGN ay(uflE •SR ON CROVND). 24'-0- 4'-0' 20'-0" 6'-0' 16'-0" 5-6' 14'-O" 6''-0' 12'-0r, 7•-0i• 10'-0 B'-0' 8'-0. 4' CORSIEIE 4• CONORRE 6'-O' 12'-0' TABLE 1C-165D 175C m.) CONCRETE YImCE RgwR WmR 2' WAEN[R If L4 SOIE PUR (IWIRWLY ORUBIE WooD aR P.TJ --(-4- 4 ---__� _�_ -I. ' •'� A CPBOML IdlUORCED • ' COHCREM FOVNwim W- kH SR4P Balm ro (I) 4a4 sro z ON e' WIDE DR LAS. Tag OC (�) 4ae P.T. eGR /z )Eaos CROUHD /J(Ugq WBN 1 2' DSE(CN BE SR ON GROUND). 4R.IpE 6 601T YWINYR TttvmRB, ALSO CONTNM AHO AnADHm ro oxomo ANCHOR INN oP➢OCI1E SDE a/9• . 30• WDI ANOM AUcq SInL lOR CIAY, i DNYE SML mR OOR/L N � +) 4a4 aTP I2 HeWTOE ON LAS (BEE ) E he OR (+I 4ae P.T. SYP I2 SK105 FISE(Ol4 BE SR ON OTMIRD). 7¢A-NonoR,yoNp sWtrnRRw Balm ro I12 ORME a eaT 4wwY Wm4 Ww+ms NiivR src Cur. FOR ROCK mP/1 '• . . ' ANCHORING TO CONCRETE SHED WIDTH WAMUM ANC OR SPACING 24'-0" 3'-0' 20'-0- 4'-V 16'-0" 14r-O" 12'-0" 4' CONCIRTE TIE -DOWN DETAILS •' OPnOLLL SN'PORR Pb ART. WCOO, COX." % OR PMI SP1lX0 1 Or-O' 6'-0' 8'-0' 1O-0' 6'-0' fz-v mm OCOWNILY NEOAABIE MAIM OF SIVBmSS EmucC I aksc WNO SPEED —Awl DO n WIN DRCIDSUFE DgDSm 1 ou" PRESRNE COn rw ./- ws NPDRUNCC FA m m. ROOF OEM AND Irov ROOF UAL LOb 2M5t a 3Da ncok ODD LND Ia•a RDpR LIVE INS fW2F 'x RARHo OF *AM FLOM MoF N/A MOOULL9 PER auum 1 HUR-ME FROTCDON USME N. HUIOOCNE SNEUER U=c IN sOUAPE FOUROE 711 WlL W IT Z .W A ��'��• • \.\CENSF • • •'' �ly�i Z 4 0 _ . i^ 7C � 0 O � i, STATE OF � /ONAi W (n MOLINOW T. BDIpWin P.E Florfdo Lken2D' 64608 a sneeR AP-1 OF 1 L 30 L—dV 4°a4s a U) Iq B0968# 3'd VT,.. '1 Mv411oY( i VN /,q �i � °j. s'. D .O-,Zl .0-,9 `��'''•y 012)O7y•'''W�� (Z') d0 31V1S '• d' p .0-.Ot .0-.9 .0 9 .0-.01 � sf ✓ ? yam` -9SN30O -D ,9-,4 «0-.4 L '''O ```` Z ��ll I111► �� .o-,4 «0-,oZ „0-,4Z SNIOYds HSUSMr wnxmw H101M 03HS �t— ocaoa a9 IT,l-M »nu9 a3aias (0Ya ew 'aov% •fa) wa MHOR00 Sam z° IN°0°o Nrd 9-t (!! u�O w T M e0 W* A No zl d t.k ,,,,�„• 3ammrw .o-.Zt .0-,9 '(aiaatl0 ND 13s 38 )mhsa tl0 3.4 No I)axa i i (q rune ea v9wan ,0-,Zl .9-,01 .0-,9 .0-.o L nA1 30 ONnrtl A am wn Loot+ ao1 aM nova .9-.6 „0-,Z 1 aot 3v1 notl aat am 3ooa .0-,9 .9-,L .0-,9 L eamv nwl p 3M�IN Tyxvia 3M6o101O 33nca,ao .0-.L .0-,OZ .0-,01 „0-,4Z Ol do .0-,9 „0-,4Z SHIOVds aOHONV p(n HLOIht 03HS m9" 3Wf*OTW Iatlero3o ONIMS aomw hn ln" H101M 03HS 31380 OO Ol 0 I OHONV OOZ L' - V L 318V1 ONIOWS MOHONV 8395V „0£ OOZ L - OZ 31OV1 " 3m3 .O-,s 0-.4z OL .t-, >> uonnLa�oa 3da OHOMS °y .0-,9 .0-.4Z 01 .1-,91 .0-,9 „0-,0Z OL „1-,9 .0-,Ot „0-,91 01 do .0-,01 .0-,9L Ol do HM M003 Notital3W SNIMS HL aoH3W hn1 I OIM 03H5 ONIOVdS HOHONV 830nV .0£ 001VL - 8Z 318V1 oNloyds aOH3NY P(nmM HL01M 03H5 ONIOVdS HOHONV H30nV «0£ 100WOM - VZ 318V1 SlIV130 00-311 31T"m .1 7flq]//HOotl tl0/ 3u1S 3Ntl0 Tyco/�pn za1 3u1S OIaHOtM NW/d .00 • ,9/9 w YOHONV IIILY3 .00 • .e/9 v .3°roo 3als 3rsoaa° No .z/i�d>oxiln�B Ol Q3n08 mas NVav-3u BOH�N+' owloln of mHam SnanwNw °rn 'auras •(aNnaea Na ' 3B N�lpSp Try '1'd L 1 NNW1°jWX]iry amow (S3t0N 33S) df= H%Oa-3a Sog9 =� d.19 94 (!7 tl0 Y4 (L) Tm uo 30t% ,9 No Z dLS "P 1 01 =`Oo afYtS NMa-3 "r(tl00/n0otl nOOm 3. 3uLS 34W 11. 3TUS xww .Moll 1:,;�f 3NWZW (NI oat) .mr/l wHm P" At j (moH 33s) 'cutO 1M No 131 11 0=a mos H4Oa-3a S10µµ��yyµµ Hu% ry Ian 1708 9 30yo NIW 1sM BOOL 541zNO 31" .Y 1a0 1 AS 1 Y (1 .L/1 N0a QuIOB mas 1!%!0-]LL xTr�Caxilax0 3er°�°%a. 3=aoNoa ,/ Cra tlo 0aa% 31Cylq � � (•et�o°Iu �uatin� 3�am% ATHtlatl13U 31.W 310s IR IW l101 31xL9 34n0 HIM 3Li1L1ao0 .1 313eNw ./ (C 3dW 3g�(ylyµm .a ,9 9 3QR10 i%1 Hu%t°a'OIC MAX ON/ ],�/� 313m (1V1 H1 -I .0 TM 'tM01 (o�__NH% 3dkt OL °3130e dYM N%OO-3a axes INaa 36 Y =0 No m 3a N 0)3m TH a , qM y y. 9 ryInH�1 Sa019 iI dK '1•d 9•I (I) na on ((z)) 9 3OYtl0* .i 1 NLL% 151or n00u '991 na 3" ,9 No zI a s m (1) rtiLN ayLt N%00-3u ma alive dxO9 NN00-M S3HdokLL NOHONV IVOIdJU lawlx(9 33dA.LlldNoaH1V)� C 3dAl 0 e AVIO/llos gas 3xW0/HT011 Wd NOHOW m m or tlolow 3Ntla .or Ll Z 3dA1 ^ l 3dA1 l pa ,1 Hm Ho3 03M03303 sl NOaSNfIMp7 NI a3S((11d38 A) ('U) 31 nom 3"IS10) Km .4 i30an 00- �1 l .� NO SNION)a30 volil 318U na�pp13 �Tp/81 9 Al H°7/ Yb10N/ c 3d11 aL 03L309 may Nxaa-31 03OMN lON SUGHOW 3 SWN3d30 S'8Q 31BV1 aid '(ONnOnO NO l3s 39 17fa)3C13 Sm WO )al(1 .9 NO zi)dll5 1 160 mph - TurnAround Wood Shed Master Plan GENERAL NOTES: 1. THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009 IBC BUILDING CODE 4 2010 FLORIDA BUILDING CODE. WIND LOADING DESIGNED IN ACCORDANCE WITH THE A5CE - 7-10. 2, ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE TIME OF MANUFACTURE, 3. WRITTEN DIMEN51ON5 SHALL TAKE PRECEDENCE OVER SCALED DIMENSION. 4. OUTSIDE'OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. 5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS: FLOOR JOISTS- 2x4 S.Y,P.#2-(12-15%a M015TURE CONTENT) 2xG 5.Y,P.#2-(12-15% MOISTURE CONTENT) 2x8 5.Y,P.#2-(12-15% MOISTURE CONTENT) WALL 5TUD5- 2x4 5.Y,P,# 1-(12-15% MOISTURE CONTENT) ROOF RAFTERS- 2x4 S.Y.P.# I -0 2-15% MOISTURE CONTENT) 2xG 5.Y,P.# 1-(12-15% M015TURE CONTENT) COLLAR TIES- 2x4 5.Y.P.# 1-(12-15% MOISTURE CONTENT) WINDOW SILLS- 2x4 5.Y.P.# I-(12-15% MOISTURE CONTENT) G. ALL OF THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED: SKIDS, FLOORJOI5T5 AND 3/4' T<G FLOOR SHEATHING 7. TRUSS DESIGNED TO SUPPORT D,L.+L.L.=30 P.S,F, 8. HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED BY OTHERS AND SUBJECT TO LOCAL JURISDICTION APPROVAL. 9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 PSI MINIMUM YIELD STRENGTH. 10. ROOF SLOPE SHALL BE 3:12 WHEN SHINGLES ARE APPLIED, SEE FBC 1507.2 FOR SHINGLE REQUIREMENTS. ROOF SLOPE FOR METAL ROOFS SHALL MEET MANUFACTURERS RECOMMENDATIONS. 11. ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL STUDS AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD. 12. ROOF SLOPES BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION 1507.2.8 OF THE F.B.C. 2010 13, WHEN ROOFING PANELS ARE PLACED VERTICALLY DADO IN I x4's AT 24' O.C., MAX. FASTEN TO EACH RAFTER w/ (3) - 0.131'k 2yj' LONG GUN NAILS. 14. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE LOCAL CODES AND THIS 15 NOT A FOUNDATION DESIGN. 15. BUILDING IS CLA551FIED AS TYPE "5' (STORAGE) a'ALUMINUM WINDOWS - TYPE, SIZE, QUANTITY, AND LOCATION MAY NARY. ALL FA5TENER5 INTO P.T. WOOD SHALL BE HOT DIPPED GALVANIZED FASTENERS. 18. MANUFACTURER INSTALLATION STANDARDS SHALL BE FOLLOWED IN ORDER FOR THESE DESIGN DRAWINGS TO ACCURATELY REFLECT FIELD PERFORMANCE CONDITIONS. 19. THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR HAZARDOUS MATERIAL, Handi-House P.O. Box 530 Swainsboro, GA 30401 Sheet Index S1.0 Cover - General & Design Notes S1.1 Electrical & General Floor Plan Skids & Floor Framing Plan v _S1.2 S1.3 Skid and Floor Framing Details S1.4 Openings Schedule & Framing S1.5 - - Roof Framing & Schedule_ S1.6 Typical Frame Section Details S1.7 End Wall Frame Options GENERAL NOTES CONTINUED: 20. OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, MA5A ALUMINUM, 4" LAP ALUMINUM, 5/8' P.T. TI - I I SIDING, VINYL SIDING WITH ENERGY BRACE BACKER, HARDI BOARD, STEEL SIDING AND "PLEKO' STUCCO ON 5/8' DENSE GLASS GOLD. 21. ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS 51DE WITHOUT THE USE OF A KEY. 22. DOOR SHALL BE 2 1/4' x I I/1 G" ALUMINUM EXTRUDED FRAME WITH AN ALUMINUM PANEL INSERT. ALUMINUM TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH ALUMINUM RIVETS. DOOR ATTACHED TO VERTICAL 2x4. 23. OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, GARAGE DOORS, GO" x 72' ALUMINUM DOOR, 32" AND 48' SINGLE DOORS, AND PRE HUNG STEEL DOORS. TYPE, SIZE, QUANTITY, AND LOCATION MAY VARY. 24. PREMANUFACTURED DOORS THAT MEET APPLICABLE CODES MAY BE USED INSTEAD OF DOORS LISTED ABOVE 25. MAXIMUM WALL HEIGHT TO BE 8'-0", STUD AND RAFTER SPACING SHALL BE 1 G" O.C„ Max. FOR ANY WALL HEIGHT ABOVE 7'-O', WALL5 UNDER 7'-0" IN HEIGHT MAY HAVE FRAMING SPACED AT 24' O•C•, Max. 2G, ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED FOR EQUIVALENT OR GREATER PRODUCT. 27. ALL BUILDINGS (EXCEPT THOSE IN USE AS AN ACCESSORY BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER 400sei.ft.) MUST HAVE ATLEA5T (1) 32'k80' (MIN.) DOOR. DE51GN PARAMETERS: (HIP -GABLE ROOF) (WIND DESIGN PER A5CE 7-10, SEISMIC DESIGN PER AISC 341-051 eo(`''. 3 I. WIND VELOCITY: IGOmph _'tL __ 2. WIND IMPORTANCE FACTOR: 1.0 APA:oro I)).-- R_ 3. WIND EXPOSURE: C Rkh: 4. INT. PRE55URE COEFFICIENT: 0.18t Mod:nsrH: Ih�plen+I!* 5. ENCLOSURE CLASSIFICATION: ENCLOSED G. COMPONENTS AND CLADDING: -ROOF LOAD (ZONE # I ): + 20.97/-4 2.82 PSP fltOd Jw81 P -ROOF LOAD (ZONE #2): +20.97/40.29 PSP -ROOF LOAD (ZONE #3): +20.97/-95.24 PSF -WALL LOAD (ZONE #0 +41.7/-4G.0 PSF -WALL LOAD (ZONE N5): +4G.3/-58.5 P5F -WALL LOAD (ZONE #405): +44.0/-52.3 PSF 7. FLOOR DE51GN LIVE LOAD: 125 P5F 8. FLOOR DESIGN DEAD LOAD: 12 PSF 9. ROOF DE51GN LIVE LOAD: 20 PSF 10. ROOF DESIGN DEAD LOAD: SELF WEIGHT 11. WALL DESIGN LOAD: 8 P5F 12. COMBINATION LOADS: AS PER A5CE 7-10 13, SEISMIC USE GROUP: B 14. BUILDING CATEGORY: 1 15. BUILDING OCCUPANCY: STORAGE - NON HABITABLE I G. CONSTRUCTION TYPE: V B 17. ALLOWABLE FLOOR5: T 18. EXTERIOR WALL FIRE RATING: 0 19. DE51GN OVERHANG: 8 INCH 20. DE51GN MEET5 INTERNATIONAL BUILDING CODE 2009 4 FLORIDA BUILDING CODE 201 O 21. THE CONTRACTOR/MANUFACTURER MUST COMPLY WITH THE FOLLOWING CODES: -2010 FLORIDA BUILDING CODE -2010 FLORIDA MECHANICAL CODE -2010 FLORIDA PLUMBING CODE -2012 FLORIDA ACCE551BILITY CODE -2005 INTERNATIONAL BUILDING CODE THESE BUILDINGS ARE EXEMPT FROM THE THE 2010 FBC ENERGY CODE IN ACCORDANCE WITH 101 .5.2 51TE INSTALLED ITEM5: 1. THE COMPLETE FOUNDATION SUPPORT AND TIE -DOWN SYSTEM. 2. RAMPS, 5TAIR5 AND GENERAL ACCESS TO THE BUILDING. 3. ELECTRICAL SERVICE HOOKUP (INCLUDING FEEDERS) TO THE BUILDING. 4. ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 2010 1503 AND R318.G NOTE: THIS LIST DOE5 NOT NECESSARILY LIMIT THE ITEMS OF WORK AND MATERIAL5 THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL JURISDICTION APPROVAL. ylauKo.l?E�1z[r %/iyS � :a•YYorl•IeC€rt[[1:npag,+t�` ii is on file at NDl tleadawhn po allenl fay AGA o pt1M+�n:n1:lY �vltr H++ Fk:S,4 NanulRCAtk(ad Sit' nd Codes +n:' neto to U:e telrowinpJ �,ueHan YYPe.�•-- AlpnaDlt1IW �-„-•^ pnetU:gdF�JIYn 11'14��. . P, 12&ry v"s AIbr.FRWL4Nt ' r� APO 'v ppp Monf.vgt �ay� AutnonL!o[AWI enY4edenon �� gw pqutretnmu of ✓ $Nu ywo NDI "APPROVED" DOCUME 03' 11 / la These Plans Were Designed in TurnAround Wood Shed Master Designed By: Project No. Jnec�l�uniuGr: Haney Associates, Inc. Accordance with the 2010 Flordla Hand! -House O.R.H. 12EN224 Engineering & Construction Planning Building Code for a Wind Speed of P.O. BOX 830 Checked By: Date: S1.0 ro,poxJ1851.hlIIe,8,C.1968l-Phone:66161b7600 I GO m.p.h. Swainsboro, GA30401 C.L.A. 03/19/12 l.of 8 .......... ..... ------- ___._-------.___--._._.__........_ _...._._..__-__._..___.._____......._....._.._-___.__..___._...._.. ._._ ...._......._------.._._ _ _..... _.._.-_ ...._..__ 160 mph - TurnAround Wood Shed Master Plan GENERAL NOTES: HaI1dI-House DESIGN PARAMETERS: (HIP -GABLE ROOF) (WIND DESIGN PER A5CE 7-1 O, SEISMIC DE51GN PER AISC 34 1 -051 I . THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009 IBC BUILDING CODE 4 2010 FLORIDA BUILDING CODE. WIND LOADING DE51GNED IN ACCORDANCE WITH THE A5CE - 7-10. 2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE TIME OF MANUFACTURE. 3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSION. 4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. 5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS: FLOOR JOISTS- 2x4 S.Y.P.#2-(12-15% M015TURE CONTENT) 2xG 5.Y.P.#2-(12-15% M015TURE CONTENT) 2x8 5.Y.P.#2-6 2-15% MOISTURE CONTENT) WALL STUDS- 2x4 5.Y,P.# 1-0 2-15% MOISTURE CONTENT) ROOF RAFTERS- 20 S.Y.P.# 1-(I 2-15% MOISTURE CONTENT) 2xG S.Y.P.# I-(12-15% MOISTURE CONTENT) COLLAR TIES- 2x4 S.Y.P.# I-(12-15% MOISTURE CONTENT) WINDOWSILLS- 2x4 S.Y.P.# 1-(12-15% MOISTURE CONTENT) G. ALL OF THE FOLLOWING LUMBER SHALL Be PRESSURE TREATED: SKIDS, FLOOR JOI5T5 AND 3/4' T4G FLOOR SHEATHING 7. TRUSS DESIGNED TO SUPPORT D.L.+L.L.=30 P.S.F. 8. HANDICAP ACCE55 TO BUILDING 15 FIELD INSTALLED BY OTHERS AND SUBJECT TO LOCAL JURISDICTION APPROVAL. 9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32.000 PSI MINIMUM YIELD STRENGTH, 10. ROOF SLOPE SHALL BE 3.12 WHEN SHINGLES ARE APPLIED, SEE FBC 1507.2 FOR SHINGLE REQUIREMENTS. ROOF SLOPE FOR METAL ROOFS SHALL MEET MANUFACTURER'S RECOMMENDATIONS. I I . ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL STUDS AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD. 12. ROOF SLOPES BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION 1507.2.8 OF THE F.B.C. 2010 15. WHEN ROOFING PANELS ARE PLACED VERTICALLY DADO IN I x4's AT 24' O.C., MAX. FASTEN TO EACH RAFTER w/ (3) - 0.131'x 2Y;' LONG GUN NAILS. 14. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE LOCAL CODES AND THI5 I5 NOT A FOUNDATION DESIGN. ( 5. BUILDING 15 CLASSIFIED AS TYPE "5' (STORAGE) YNLUMINUM WINDOWS - TYPE, SIZE, QUANTITY, AND LOCATION MAY VARY. r.-�'ALL FASTENERS INTO P.T. WOOD SHALL BE HOT DIPPED GALVANIZED FASTENERS. 18. MANUFACTURER INSTALLATION STANDARDS SHALL BE FOLLOWED IN ORDER FOR THESE DESIGN DRAWINGS TO ACCURATELY REFLECT FIELD PERFORMANCE CONDITIONS. 19. THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR HAZARDOUS MATERIAL. aHaney Associates, Inc. U, ngineering & Construction Planning P.O. On 34%Sle Stile, S.C. 19681. Phonc:86/•616.7600 iwe �AV Swainsboro, GA 30401 Sheet Index S1.0 Cover - General & Design Notes S1.1 Electrical & General Floor Plan S1.2 Skids & Floor Framing Plan _ S1.3 Skid and Floor Framing Details S1.4 W Openings Schedule & Framing _ V SIX X Roof Framing & Schedule S1.6 Typical Frame Section Details 81.7 End Wall Frame Options GENERAL NOTE5 CONTINUED: 20. OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, MA5A ALUMINUM, 4" LAP ALUMINUM, 5/8' P.T. T 1-1 I SIDING, VINYL 510ING WITH ENERGY BRACE BACKER, HARDI BOARD, STEEL SIDING AND 'PLEKO" STUCCO ON 5/8' DENSE GLA55 GOLD. 21. ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY. 22, DOOR SHALL BE 2 1/4' x 1 1/1 G' ALUMINUM EXTRUDED FRAME WITH AN ALUMINUM PANEL INSERT. ALUMINUM TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH ALUMINUM RIVETS. DOOR ATTACHED TO VERTICAL 2x4. 23. OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, GARAGE DOORS, GO" x 72' ALUMINUM DOOR, 32" AND 48' SINGLE DOORS, AND PRE HUNG STEEL DOORS. TYPE, SIZE, QUANTITY, AND LOCATION MAY VARY. 24. PREMANUFACTURED DOORS THAT MEET APPLICABLE CODES MAY BE USED INSTEAD OF DOORS LISTED ABOVE 25. MAXIMUM WALL HEIGHT TO BE 8'-0% STUD AND RAFTER SPACING SHALL BE I G" O.C., Max. FOR ANY WALL HEIGHT ABOVE 7'-O", WALLS UNDER 7'-O" IN HEIGHT MAY HAVE FRAMING SPACED AT 24' O.C., Max. 2G, ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED FOR EQUIVALENT OR GREATER PRODUCT. 27. ALL BUILDINGS (EXCEPT TH05E IN USE AS AN ACCESSORY BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER 4005q.1t.) MUST HAVE ATLEA5T (1) 32 xW (MIN.) DOOR. These Plans Were Designed in Accordance with the 2010 Flordia Building Code for a Wind Speed of I GO m.p.h. I . WIND VELOCITY: 1 GOmph 'j-P -✓' ` -J `// Y 2. WIND IMPORTANCE FACTOR: 1.0 APpr rca nr_.-__-�Q 3. WIND EXPOSURE: C Ilkhs 4. INT. PRESSURE COEFFICIENT: 0.18 t Modular 11:d110'a Plane L", 5. ENCLOSURE CLA551FICATION: ENCLOSED G. COMPONENTS AND CLADDING: -ROOF LOAD (ZONE # 1): +20.97/-42.82 P5F f41tOdlaa1p -ROOF LOAD (ZONE #2): +20.97/-GO.29 P5F -ROOF LOAD (ZONE #3): +20.97/-95.24 PSF -WALL LOAD (ZONE #0 +41.7/-4G.0 PSF -WALL LOAD (ZONE #5): +4G.3/-58.5 P5F -WALL LOAD (ZONE #44N5): +44.0/-52.3 PSF 7. FLOOR DESIGN LIVE LOAD: 125 P5F 8. FLOOR DE51GN DEAD LOAD: 12 P5F 9. ROOF DE51GN LIVE LOAD: 20 P5F 10. ROOF DE51GN DEAD LOAD: SELF WEIGHT I I . WALL DESIGN LOAD: 8 PSF 12. COMBINATION LOADS: AS PER A5CE 7-10 13. SEISMIC USE GROUP: B 14, BUILDING CATEGORY: 1 15. BUILDING OCCUPANCY: STORAGE - NON HABITABLE 1 G. CONSTRUCTION TYPE: V B 17. ALLOWABLE FLOORS: I 18. EXrERIOR WALL FIRE RATING: O 19. DE51GN OVERHANG: 8 INCH 20. DESIGN MEETS INTERNATIONAL BUILDING CODE 2009 4 FLORIDA BUILDING CODE 2010 21. THE CONTRACTOWMANUFACTURER MUST COMPLY WITH THE FOLLOWING CODES: -2010 FLORIDA BUILDING CODE -2010 FLORIDA MECHANICAL CODE -2010 FLORIDA PLUMBING CODE -2012 FLORIDA ACCE551BILITY CODE -2009 INTERNATIONAL BUILDING CODE THESE BUILDINGS ARE EXEMPT FROM THE THE 2010 FBC ENERGY CODE IN ACCORDANCE WITH 101 .5.2 SITE INSTALLED ITEMS: 1. THE COMPLETE FOUNDATION SUPPORT AND TIE -DOWN SYSTEM. 2. RAMPS, STAIRS AND GENERAL ACCE55 TO THE BUILDING. 3. ELECTRICAL SERVICE HOOKUP (INCLUDING FEEDERS) TO THE BUILDING, 4. ROOF DRAINAGE 511ALL COMPLY WITH F.B.C. 2010 1503 AND R3I8.G NOTE: THIS LIST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL JURISDICTION APPROVAL. TurnAround Wood Shed Master Handi-House R0. Box 830 Swainsboro, GA 30401 Designed By: Project No. O.R.H. 12EN224 Checked By: Date: C.L.A. 03/19/12 mHo.f 28r�z6/ ��3 feast rxlorl•Ia Csr1111cnW &'i.Cfy,� on file at 1101 MadgwAan ec cgenl fel oo Mexrmply Ov" .., anrSa:nd ekl Ahnt, � not �PmvatWMIN os Approve env Deviation romtlxrWw eMuofOW"blo t1teN f+�' NDI "A.PPROVED" DOGUMENt' 03/ Him S 1.0 of 8 'ELECTRICAL NOTES: I . WHEN AIR CONDITIONING 15 INSTALLED IN THI5 BUILDING, IT SHALL BE THE RESPONSIBILITY OF THE HVAC CONTRACTOR AND ELECTRICAL CONTRACTOR TO VERIFY WIRE AND BREAKER SIZES FOR ACTUAL HVAC UNIT(5) INSTALLED ALL WIRING TO BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE LATEST EDITION. 2. FLEXIBLE CONDUIT FOR LIGHT FIXTURES. 3. EACH CIRCUIT IS TO HAVE CONTINUOUS SOLID COPPER INSULATED GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN DISTRIBUTION PANEL, 4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL 15 TO BE GROUNDED TO MINIMUM 1 O'-O' COPPER CLAD EARTH DRIVEN ROD WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL, 5. ALL CONDUIT TERMINATION'S OF I" OR LARGER ARE TO HAVE PLASTIC INSULATED BUSHINGS. G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC), LIFE SAFETY CODE (NFPA 10 1), LATEST EDITIONS. 'IVAC EQUIPMENT SHALL BE PROVIDED WITH READILYACCE551BLE ASCONNECT5 ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH WITH A MARKED "OFF" P051TION THAT 15 PART OP THE HVAC EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS ONLY WHERE OTHER DISCONNECTING MEANS ARE AL50 PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. 8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE WITH SEC. 1 10-9 OF THE NEC BY LOCAL ELECTRICAL CONSULTANT. 9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO BUILDING (INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, PANELS, GROUNDING, ETC.) 15 DESIGNED BY OTHERS, SITE INSTALLED, SUBJECT TO LOCAL JURISDICTION APPROVAL. 10. ALL WIRES TO 5WITCHE5 AND OUTLETS TO BE N 12 AWG THHN AND WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NFPA 70, NATIONAL ELECTRICAL CODE. 1 1. ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE WITH ARTICLE 1210.8(A)(2) NEC-08. Electrical Symbol Key GFCI Duplex Receptacle 120V 10 Incandescent Light w/ (1)-60w Bulb L Junction Box ~� $ Switch WP Weatherproof $R Switch w/ Receptacle Outlet 120v 10 ,Haney Associates, Inc. 7VngLneering 86 Construction Planning P.O. Soz J/0, St: ,ltSe, S.C. 1968-rhooe:861.646.7600 WINDOW HEIGHT, LOCATION 5' Mom• 32' MIN., GO" MAX. WIDTH AND QUANTITY MAY VARY 24" �G'-8" HEIGHT DOOR, AND ARE OPTIONAL. L MAXML LO LOCATION MAY VARY. 2x4 5.Y.P. H2 WALL STUDS W/5.Y.P. M N2-2x4 SOLE PLATE • . P.T. 3/4' TtG \ FLODR5HEATHINNG j4 SEE VARIOUS END ' • \ 5EE VARIOUS END WALL WALL FRAMING 1n1 FRAMING SECTIONS FOR SECTIONS FOR WALL j WALL AND DOOR PRAMING. AND WINDOW FRAMING, /.' > �V OPTIONAL ELECTRIC TO -' WPC 32" MIN., GO' MAX. WIDTH EACH UNIT FIELD BY 0-8" HEIGHT DOOR, CONNECTED FROM LOCATION MAY VARY. EXISTING POWER SOURCE TO UNIT 30'-O' MAXIMUM BUILDING LENGTH NOTES: • ALL ELECTRICAL EQUIPMENT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY. • BUILDINGS WITH WALL HEIGHTS GREATER THAN 7'-0' SHALL HAVE WALL FRAMING SPACED AT 1 G" O.C., MAX. These Plam Were Designed in Accordance with the 2010 Flordia Building Code for a Wind Speed of I GO m.p.h, Typical Floor Plan SCALE: 1/4'= 1'-O' TurnAround Wood Shed Master Hand! -House P.O. Box 830 Swainsboro, GA 30401 Illchmc 1 , Sul!arh n1!kn,1'I r!onz Ram h cr FlorNA Oi kel:)63Nk'.2 • ,NpROVED'y DOCUy Designed By: Project No. O.R.H. 12EN224 Checked By: Date: C.L.A. 03/19/12 03/ 11 / IR S1.1 2of8 'ELECTRICAL NOTES: I . WHEN AIR CONDITIONING IS INSTALLED IN THIS BUILDING, IT SHALL BE THE RESPONSIBILITY OF THE HVAC CONTRACTOR AND ELECTRICAL CONTRACTOR TO VERIFY WIRE AND BREAKER 5IZE5 FOR ACTUAL HVAC UNTT(5) INSTALLED ALL WIRING TO BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE LATEST EDITION. 2. FLEXIBLE CONDUIT FOR LIGHT FIXTURES. 3. EACH CIRCUIT 15 TO HAVE CONTINUOUS SOLID COPPER INSULATED GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN DISTRIBUTION PANEL. 4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL 15 TO BE GROUNDED TO MINIMUM I0'-O' COPPER CLAD EARTH DRIVEN ROD WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. 5. ALL CONDUIT TERMINATION'S OF I " OR LARGER ARE TO HAVE PLASTIC INSULATED BUSHINGS. G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC), LIFE SAFETY CODE (NFPA 10 1), LATEST EDITIONS. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECT5 ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH WITH A MARKED 'OFF, P051TION THAT 15 PART OP THE HVAC EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS ONLY WHERE OTHER DISCONNECTING MEANS ARE AL50 PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. 8, PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING Of THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE WITH SEC. 1 10-9 OF THE NEC BY A LOCAL ELECTRICAL CONSULTANT, 9. THC MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO BUILDING (INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, PANELS, GROUNDING, ETC,) 15 DESIGNED BY OTHERS, SITE INSTALLED, SUBJECT TO LOCAL JURISDICTION APPROVAL. 10. ALL WIRES TO SWITCHES AND OUTLETS TO BE N 12 AWG THHN AND WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NFPA 70, NATIONAL ELECTRICAL CODE. 1 1. ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE WITH ARTICLE 1210.8(A)(2) NEC-08. Electrical Symbol Key GFCI Duplex Receptacle 120V 10 o Incandescent Light w/ (1)-60w Bulb L� Junction Box $ Switch WP Weatherproof $R Switch w/ Receptacle Outlet 120v 10 - Haney Associates, Inc. 1Cnglneering 8c Construction Planning AO. Bo- 3/8,81r Me, 8,C,19681-Phooc,864-6!6.7600 WINDOW HEIGHT, LOCATION 32" MIN., GO" MAX. WIDTH 24" G_&4 HIGHT DOOR, AND QUANTITY AND ARE MAY VABy MAXOCAT ONEMAY VARY. OPTIONAL. 5' MAX. I, . I, RY 2x4 S.Y.P. H2 WALL 5TUD5 W/ 5.Y.P. N2-2x4 SOLE PLATE I / q le— M P.T. 3/4° T4G FLOOR SHEATHINNG �,vrcd Dy. SEE VARIOUS END ' • SEE VARIOU5 END WALL Dlel!mc I.9a11orh Q WALL FRAMING FRAMING SECTIONS FOR anter mium sPlans Dam h crFloddAQrMk4ft3,'.•IL2^- 10 SECTION 5 FOR WALL / WALL AND DOOR FRAMING. �a AND WINDOW FRAMING. flrr NpRovroo ocuor*-7 OPTIONAL ELECTRIC TO---' WPC 32" MIN., GO" MAX. WIDTH V��BY EACH UNIT FIELD G'-8° HEIGHT DOOR, CONNECTED FROM LOCATION MAY VARY, EXISTING POWER SOURCE TO UNIT 30'-O' MAXIMUM BUILDING LENGTH NOTES: • ALL ELECTRICAL EQUIPMENT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY. • BUILDINGS WITH WALL HEIGHTS GREATER THAN 7'-O" SHALL HAVE WALL - — -- -- - - ............. _. FRAMING SPACED AT I G" O.C., MAX. Typical Floor Plan SCALE: 1/4°= 1'-O' 031111 la These Plans Were Designed in TurnAround Wood Shed Master Accordance with the 2010 Flordia Handi-House Building Code for a Wind Speed of P.O. Box 830 I GO m,p,h. Swainsboro, GA 30401 DcslgnedBy: ProjeclNo, O.R.H. 12EN224 Checked By: Dnto: C.L.A. 03/19/12 S1.1 2-of_8 - .... SKID LAYOUT AND FLOOR FRAMING SCHEDULE 125 psf Live Load (2 Skid) 125 psf Live Load (3 Skid) Width Joist Size&Spacing A B Width Joist Size&Spacing A B 6'-0" 2x4's @ 16" O.C., Max. 15" 42" 6'-0" 2x4's @ 16" O.C., Max. 12" 24" 2x6's @ 16" O.C., Max. 18" 60" 8'-0" 2x6's @ 16" O.C., Max. 16" 32" _8'-0" 10'-0" 2x6's @ 16" O.C., Max. 24" 72' 10'-0" 2x6's @ 16" O.C., Max. 20" 40" 11'-0" 2x6's @ 16" O.C., Max. 24" 84" 11'-0" 2x6's @ 16" O.C., Max. 22" 44" 11'-8" 2x6's @ 16" O.C. Max. 28" 84" 11'-8" 2x6's @ 16" O.C., Max. 24" 46" 13'-0" 2x8's @ 16" O.C., Max. 36" 84" 13'-0" 2x8's @ 16" O.C., Max. 26" 62" 13'-8" 2x8's @ 16" O.C., Max. 40" 84" 13'-8" 2x8's @ 16" O.C., Max. 28" 56" NU I I= , PASTENER5 WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET FORTH UNDER FBC 2304.9.1 AND TABLE 2304.9.1 UNLE55 OTHERWISE SPECIFIED. ALL SKIDS ARE P.T. 4xG 5.Y.P. N2 OR (2)-P.T: 2xG S.Y.P. N2 . G'-0' WIDE UNITS MAY USE 2x4 S.Y.P. B3 JOISTS • ALL JOISTS ARE TO BE P.T. 5.Y.F. N2 SEE scneouLE FORJoisr 512E X X W "Ey. .A. SEE SCHEDULE FOR JOIST 512E X X X .A .A" Anruvod Itl Ato9ntnr DaY;lha Pion. T. SIDE RAIL TO MATCH )I5T SIZE, SEE FRAMING P.T: 4xG 5.Y.P. B2 or (2)-P.T.-2xG 5.Y.P. N2 SKIDS Typical 2 Skid Floor Framing Plan Typical 3 Skid Floor Framing Plan SCALE: 1/4"— P-0' SCALE: 1/4"-1'-O" tuNo. l2WVzzN I v Dui!och rXlort4n Ce�iltna� r!..ry.. `p PPROVEV,, OCUMENT 03/ 11 / ja These Plans Were DeBwjned in TurnAround Wood Shed Master DeslgnedDy; ProjeetNo. 01MULLIUIILUc1, Haney Associates, Inc. Accordance with the 2010 Flordia Handi-House O.R.H. 12EN224 1 Engineering & Construction Planning Building Code for a Wind Speed of P.O. Box 830 Checked By: Date; " • P.O. Box 310,St. Mat, S.C.296n.rhunu96d.6t6.7600 1 GO m.p.h. Swalnsboro, GA 30401 C.L.A. 03/19/12 3 of 8 SKID LAYOUT AND FLOOR FRAMING SCHEDULE 125 psf Live Load (2 Skid) 125 psf Live Load (3 Skid) Width Joist size&Spacing A B Width Joist Size&Spacing A B 6'-0" 8'-0" 2x4's @ 16" O.C., Max. 2x6's @ 16" O.C., Max. 15" 18" 42" 60" 6'-0" 8'-0" 2x4's @ 16" O.C., Max. 2x6's @ 16" O.C., Max. 12" 16 24" 332" 10'-0" 2x6's @ 16" O.C., Max. 24" 72" 10'-0" 2x6's @ 16" O.C., Max. 20" 40" 11'-0" 2x6's @ 16" O.C. Max. 24" 84" 1111 2x6's @ 16" O,C., Max. 22" 44" 2x6's @ 16" O.C. Max. 11'-B" 2x6's @ 16" O.C., Max. 13'-0" 2x8's @ 16" O.C., Max. ±"8 13'-0" 2x8's@ 16" O.C., Max. 26" 62" 13'-8" 2x8's @ 16" O.C., Max. W-B" 2x8's @ 16" O.C., Max. 28" 56" NOTES: . PASTENER.5 WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET FORTH UNDER FBC 2304.9.1 AND TABLE 2304.9.1 UNLESS OTHERWISE SPECIFIED. ALL 5KID5 ARE P.T. OG S.Y.P. N2 OR (2)-P.T.-2xG S.Y.P. N2 • %' WIDE UNITS MAY USE 2x4 5,Y.P. N3 JOISTS • ALL JOISTS ARE TO BE P.T.-S.Y.P. 1/2 Q ih P.T. SIDE RAIL TO MATCH JOIST SIZE, SEE FRAMING SEE SCHEDULE FOR J015T SIZE SEE SCHEDULE FORJ015T SIZE X X "A' 5EE SCHEDULE FOR JOIST SIZE X X IX 'A° "B" °B" L °A" L haPrvr•.l SIDE RAIL TO MATCH J61'6T SIZE, SEE FRAMING SCHEDULE• "APPROV6)3,, DOCUIvFNT I_ 314 P.T.-44 S.Y.P. N2 or 344 P.T: 4xG S.Y.P. f/2 or (2)-P.T: 2xG S.Y.P. N2 5KID5 (2)-P,T.-2xG 5.Y.P. N2 5KID5 031 illln 39-0' MAXIMUM BUILDING LENGTH 30'1 MAXIMUM BUILDING LENGTH Typical 2 Skid Floor framing Skid Floor frammgPlan Typical 3 Skld Floor Framm�Plan SCALE: 1/4"— 1'-O" SCALE: 1/4"=111 These Plans Were Designed in� TurnAround Wood Shed Master Designed By: Project No. Shed Number: V Haney Associates, Inc. Accordance with the 2010 Flordia Handi-House O.R.H. 12BN224 )Cngineering & Construction Planning Building Code for a Wind Speed of P.O. SOX 830 Checked By; Date: S1.2 P.O.Oo:JIB, S� i11nh S,C.39681- PhrueiB6l•6I6.7600 I GO m.p.h. Swainsboro, GA 30401 C.L.A. 03/19/12 "APPROV6)3,, DOCUIvFNT I_ 314 P.T.-44 S.Y.P. N2 or 344 P.T: 4xG S.Y.P. f/2 or (2)-P.T: 2xG S.Y.P. N2 5KID5 (2)-P,T.-2xG 5.Y.P. N2 5KID5 031 illln 39-0' MAXIMUM BUILDING LENGTH 30'1 MAXIMUM BUILDING LENGTH Typical 2 Skid Floor framing Skid Floor frammgPlan Typical 3 Skld Floor Framm�Plan SCALE: 1/4"— 1'-O" SCALE: 1/4"=111 These Plans Were Designed in� TurnAround Wood Shed Master Designed By: Project No. Shed Number: V Haney Associates, Inc. Accordance with the 2010 Flordia Handi-House O.R.H. 12BN224 )Cngineering & Construction Planning Building Code for a Wind Speed of P.O. SOX 830 Checked By; Date: S1.2 P.O.Oo:JIB, S� i11nh S,C.39681- PhrueiB6l•6I6.7600 I GO m.p.h. Swainsboro, GA 30401 C.L.A. 03/19/12 SEE FRAMING SCHEDULE SKIDS MAY BE P.T: 4xG 5.Y.P. FOR JOIST 51ZE�#2 OR (2)-P.T: 2x6 5.Y.P. #2 SEE WALL STUD TIE - DOWN OPTIONS I'm 4'B' 5ENCO K28 (OR EQUAL)--/ —NOTCH SKIDS IY,'x I& NAILS AT 12' O.C., ROWS FOR EACH FLOOR JOIST SHALL BE 1.5" FROM EDGE, STAGGER ROWS G" FOR (2)-P,T: 5.Y.P.-2xG's SKIDS, START PATTERN WITHIN G° OF EACH END OF SKID 2x4 BLOCKING BETWEEN SKIDS, FASTEN I SKID4 LOOR FRAMING DETAIL _ sC �: a/4'- •o 2x4 5.Y.P. #2 WALL STUDS SEE PLAN VIEW FOR SPACING ATTACH 50LE PLATE SEE FRAMING SCHEDULE)I � TO SKID FRAME WITH FOR J015T AND BAND SIZE 5/ 16 k4" LAG SCREW AT 18' O.C., MAX. P.T. 3/4' T4G FLOOR 511EATHING 2.4 S.Y.P. #2— / �� '—(2) SIMPSON H-3 (OR SOLE PLATE EQUAL) CLIPS AT EACH STUD, ONE EACH SIDE OF SOLE PLATE OPTION 'B' 3b INS A I , 5 3! -O •2x4 S.Y.P. #2 WALL STUDS SEE PLAN VIEW FOR SPACING 2x4 S.Y.P. #2 50LE PLATE, SEE WALL STUD TIE DOWN OPTIONS'A 4 "B" P.T. 3/4" TtG FLOOR SHEATHING W > 2x BLOCKING BETWEEN L N SKIDS, FASTEN TO END) J215T W/ (D-0.120N3' I NAILS AT 12" O.C. EAC�1I T SIDE, STAGGERED, 2 TEND JOIST FRAMI(JG DETAIL_ SKIDS MAY BE P.T: 4xG 5.Y.P. #2 OR (2)-P.T: 2xG 5.Y.P. #2 5- ATTACH J015T TO SKID WITH 511 G'x4° LAG SCREW OR (2) SIMP50N H-3 (OR EQUAL) AT EACH END OF JOIST, SEE FRAMING SCHEDULE FOR SIZE. NOTE: ATTACH END JOISTS TO SKID WITH (2)-5/1 G'k4' LAG SCREWS [OR (4)-0.131 x4' GUN NAILS] AND A SIMP50N H-3 (OR EQUAL) AT EACH END OF3015T. - TYPICAL SKID TO / 4 \J 15T CONNECTION DETAIL _ 1pli , 5CA : '3V4'- JW� These Plam Were De516jned in Haney Associates, Inc. Accordance with the 2010 Flord[a lCngineering & Construction Planning Building Code for a Wind Speed of P.O. D. 34%ShAfar, S.C. 19681-PhmtI6/-616.7600 I GO m,p,h. 2x4 5.Y.P. #2 WALL STUDS SEE PLAN VIEW FOR SPACING SEE FRAMING SCHEDULE FOR J015T AND BAND SIZE P.T. 3/4" T4G FLOOR SHEATHING 2x4 5.Y.P. #2J C]/ L-20ga. UPLIFT STRAP w/ SOLE PLATE (4)-0.131x2.25" Nails EACH tNg), M)NIMUM OPTION W A7P:wnd IUthgP:l 37LL STUD TIEDOWN.DETAIL DlhN rlgn9 Bxllu sc :: 3 r-a 12" LAP SPLICE FASTENED d W/ (Q-5/ 1 GN4° LAGS P.T: 4xG S.Y.P. (OUTER FACE), (3)-5/ 1 G'x4' #2 SKIDS LAGS (INNER FACE), (9) LAG SCREWS TOTAL. I 3'xG" 5PUCE PLATE ON 3 of 4 SIDES OF JOINT, FASTEN (2)-P.T: NG EACH PLATE WJ (5)-SENCO 5.Y.P. #2 SKIDS K28 (OR EQUAL) NAILS EACH SIDE. 5 ICAL W SPLICING DETAIL 9 3 TurnAround Wood Shed Master Handi-House P.O. Box 830 Swainsboro, GA 30401 Designed By: Project No. O.R.H. 12EN224 Checked By: Dale: C.L.A. 03/19/12 Cer119Cn9a SC.Q�^S: NDI "APPROVED" DOCUMENT 03/ 11 / 12 S1.3 4of8 SEE FRAMING SCHEDULE SKID5 MAY BE P.T.-4xG S.Y.P. FOR J015T 51ZE N2 OR (2)-P.T: 2xG 5.Y.P. N2 XV SEE WALL STUD TIE- .�J A DOWN OPTIONS "A 4'B• 5ENCO K28 (OR EQUAL) NOTCH SKIDS IYzx IYz' NAILS AT 12" O,C., ROW5 FOR EACH FLOOR J0I5T SHALL BE 1,5" FROM EDGE, 1 STAGGER ROWS G° FOR ] (2)-P.T.-5.Y.P.-2xG's SKIDS, I START PATTERN WITHIN G" 2x4 BLOCKING BETWEEN OF EACH END OF SKID 2x4 FASTEN W/ (2)-0.120"x3' NAILS AT 12" O,C„ STAGGERED. 1SKID4F100R FRAMING DETAIL 5C J'di — •O' 2x4 5.Y.P. H2 WALL STUDS SEE PLAN VIEW FOR SPACING ATTACH SOLE PLATE 5EE FRAMING SCHEDULE TO SKID FRAME WITH \Nn FOR J015T AND BAND 51XE 5/I Gx4" LAG SCREW AT 18' O,C., MAX, P.T. 3/4' T4G FLOOR - SHEATHING 2x4 S.Y.P. d2 WALL STUDS SEE PLAN VIEW FOR SPACING 2x4 S.Y.P. N2 SOLE PLATE, SEE WALL STUD TIE DOWN OPTIONS'A 4'B" P.T. 3/4" T4G FLOOR SHEATHING -- I > 2x BLOCKING BETWEEN L SKID5, FASTEN TO END J015T W/ (J-0.120 i13' I WAI H5�-Af 12' O.C. EACH? SIDE, STAGGERED. 2 E D J015T FPAMING DETAIL SKIDS MAYBE P.T: 4xG S.Y.P. #2 OR (2)-F,T: 2xG 5.Y.P. N2 ATTACH J015T TO SKID WITH 5/ 1 GN4" LAG SCREW OR (2) 51MP50N H-3 (OR EQUAL) AT EACH END OF JOIST, SEE FRAMING SCHEDULE FOR SIZE. 2.4 S.Y.P. A2—/ �/ 11) 51MP50N H-3 (OR NOTE: ATTACH END JOISTS TO SKID WITH (2)-5/1 Gx4' SOLE PLATE EQUAL) CLIPS AT EACH LAG 5CREW5 (OR (4}0.131 0' GUN NAILS] AND A STUD, ONE EACH SIDE 51MP50N H-3 (OR EQUAL] AT EACH END OFT 15T. OF SOLE PLATE 2x4 5.Y.P. N2 WALL STUDS SEE PLAN VIEW FOR SPACING SEE FRAMING SCHEDULE FOR JOIST AND BAND SIZE F.T. 3/4" T4G FLOOR SHEATHING 2x4 5.Y.P. N2J C7/ L20ga. UPLIFT STRAP wl SOLE PLATE (4)-0.1311x2.25" Na115 EACH, M)NIMUM OPTION "A A?rivvA 31L S UD TIEDOWN.DETAIL ILtllcn4 weenm,-isn4lhW PIn119 tix,Uv 12LAP SPLICE FASTENED 55nW/' (G)-5/ 1 Gx4" LAGS P.T: 4xG S.Y.P. (OUTER FACE), (3)-5/1 GN4' N2 SKIDS LAGS (INNER FACE), (9) LAG SCREWS TOTAL. 1 f, 3'xG" 5PUCE PLATE ON 3 of 4 SIDES OF JOINT, FASTEN (2)-P,T.-2xG EACH PLATE W/ (5)-5ENCO 5.Y.P. N2 SKIDS K28 (OR EQUAL) NAILS EACH 51DE. ClvIWCnU i34L:4e 14DI "APPROVED" DOCUMENT 03/ H / 1a OPTION 'W TYPICAL SKID TO 't 1JO5T CONNECTION DETAIL 5 ICAL _YID SPLICING DETAIL �J 3b J�` t(Jp TIEDOWN DETAIL 1�%sc`A'�l4 ZY.B :a/ —1 These PIan5 Were Dd51gned in TurnAround Wood Shed Master- Designed By: Project No, SlleetNumbeL: -- Haney Associates, Inc. Accordance with the 2010 flordia Handi-House O.R.H. 12EN224 S1.3 3rngineering & Construction Planning Buildmg Code fora Wind Speed of P.O. BOX 830 Checked By: Date: P.O.Du34%Sh bins, S.C. 19681. Ch°ne,86/•6/6.7600 I GO m.p.h. Swainsboro, GA 30401 C.L.A. 03/19/1.2 4 of 8 _...._.... _ SEE SCHEDULE BELOW FOR ALL OPENING REQUIREMENTS. 30'-O' MAXIMUM BUILDING LENGTH Typical Side Wall Openings Framing SCALE: 1/4'=1 LV A?➢rore.l By.--- - u1 htodlder 1)u11Nlty 1'Inns WALL OPENINGS FRAMING SCHEDULE Max. Opening Header/Sill Type Header Fasteners (Each End) SIII Fasteners (Each End) King/Jack Studs Option A: Stud to Band Joist Strapping & Nails (each end) Option B: Stud to Band Joist Clips Option A: Anchor Lags Option B: Anchor Lags (4)-16d Nails'- - (2)-16d Nails 1 / 0 None Required ~ ne NoRequlred w (N / A) (N / A) 22,5" 1 / 1 Y (5)-16d Nails (2)-16d Nails 1 / 0 _ None Requlred_ None Required (N / A_) (N / A) 30.5" - 2/1 (7)-16d Nails (4)-16d Nails - 1 10 _ —None Required -� None Required (N / A) (N / A) 42" 2 / 1 r-(8)-16d Nails (5)-16d Nails 1 / 1 (2)-20ga. w/ (5)-0.131x2.25" Nails (2) Simpson H-3 �- 5 5 60" 2 / 2 _ (10)-16d Nails _ (7)-16d_Nails 1 / 1 (2)-20ga. w/ (5)-0.13W.25" Nails (2) Simpson H-3 7' 5 3/2 (10)-16d Nails (9)-16d Nails / 1 (3)-20ga. w/ V)-0.1314.25"Nails (3) Simpson H-3 8 6 _ _63" 75.5" 3 _ (13)-16d Nails (N TA—) -- _2 2/1 (3)-20ga. w/ (7)-0.131 x2.25" Nails (3) Simpson H-3 10 _7 - 96" 1 3 1 (13)-16d Nails (N / A) 2/1 (3)-20ga. w/ (9)-0.131x2.25" Nails (3) Simpson H-3 11 12 2�-'d CerlMflb S:4s'.!4: ► 01' «APPROVr.'Do NOTE5t i • LL HEADERS AND SILLS SHALL BE CONSTRUCTED FROM S.Y.P. N I • STRAPS. CUP5 AND ANCHORING LAGS STATED ARE FOR EACH SIDE OF OPENINGS ! 03/ 11/1a • STRAPPING MAY WRAP BAND JOIST IF NEEDED TO INSTALL REQUIRED N OF FASTENERS ® X I X • ANCHORING LAGS SHALL I " FROM STUD AND SPACED II O.C. CENTERED ON BAND JOIST �17. • REFER TO CLIP MANUFACTURER FOR CLIP FASTENING REQUIREMENTS (I)-2x4 S.Y.P. N I (2)-2x4 9.Y.P. >y I w/ I/2" PLYWOOD (2)-2xG S.Y.P. N I w/ • 5IMP50N CS I G STRAPS (OR EQUAL) REQUIRED TO TIE HEADER TO JACK STUD FOR ALL SPACER or (I)-4x4 5.Y.P. H I 1/2' PLYWOOD SPACER OPENINGS 42" OR GREATER, 5TRAP5 ARE ALSO REQUIRED FOR ALL INTERUPTED STUDS ON OPENINGS GO" OR GREATER Header/SIII Type I Header/Sill Type 2 Header/9111 Type 3 SCALE: 1.5'= 1'-O" SCALE: I V= I'-O' SCALE: 1.5'= I'-0" J� These Plans Were Designed 1n TurnAround Wood Shed Master Designed By: Project No. Sheet Number: Haney Associates, Inc. Accordance with the 201 O Flordia Handi-House O.R.H. 12EN224 E, ngineoring & Construction Planning Budding Code for a Wind Speed of RO, Box 830 S I A P.O. Box 34%Slx hale, S.C. 99682-Ph=861.616-0600 Checked By: Date: I GO m.p.h. Swainsboro, GA 30401 C.L.A. 03/19/12 5EE SCHEDULE BELOW FOR ALL OPENING REQUIREMENTS. 30'-0" MAXIMUM BUILDING LENGTH Typical Side Wall Openings Framiml SCALE: 1/4'=1'-O" A7prove.1 AfoUelnr IDJklh�71'I0m limo h or FIorIJn Cgg6:]OOfi j,>.qyv,: WALL OPENINGS FRAMING SCHEDULE Max. Opening Header/SIII Type Header Fasteners (Each End) SIII Fasteners (Each End) King/Jack Studs Option A: Stud to Band Joist Strapping 81 Nails (each end) J Option B: Stud to Band Joist Clips Optlon A: Anchor Lags Option B: Anchor Lags '-- (4)-16d Nails (2)-16d Nails 1 / 0 None Required_ ~ None Requlred (N / A) (N / A) 22.5" 1 I 1 (5)-16d Nails (2)-16d Nails 1 10 _ None Required None Required (N / A) (N / A) 30,5" _ 2 / 1 (7)-16d Nails (4)-16d Nails 1 / 0 None Required None Required (N 1 A) (N / A) 42" 2/1 (8)-16d Nails ^ (5)-16d Nails 1 / 1 - _ (2)-20ga. w/ (5)-0,131x2,25" Nails (2) Simpson H-3 -- 5 5 60" 2/2 (10)-16d Nails _ (7)-16d Nails ^ ill (2)-20ga. w/ (5)-0.131x2.25" Nails - (2) dimpson_H-3 7 5 63" 3/2 (10)-16d Nails �(9)-16d Nails 2/1 (3)-20ga. w/ (7)-0.131 x2.25" Nails (3) Simpson Fi-3 8 ^ 6 _ 75.5" 3 (13)-16d Nails (N / A) 2 / 1 (3)-20ga. w/ (7)-0.131x2.25" Nails (3) Simpson H-3 10 _7 96" 3 (13)-16d Nails _ (N / A) _ 2/1 (3)-20ga. w/ (9)-0,131x2.25" Nails (3) Simpson H-3 11 12 NOTE5: • ALL HEADERS AND SILLS SHALL BE CONSTRUCTED FROM S.Y.P. N 1 • STRAPS, CLIPS AND ANCHORING LAGS STATED ARE FOR EACH 51DE OF OPENINGS • STRAPPING MAY WRAP BAND J015T IF NEEDED TO INSTALL REQUIRED N OF FASTENERS ® X l X . ANCHORING LAGS SHALL BE I" FROM STUD AND SPACED 1" O.C. CENTERED ON BAND J015T • REFER TO CLIP MANUFACTURER FOR CLIP FASTENING REQUIREMENTS (I)-2x4 5.Y.P. // I (2)-2x4 S.Y.P. N I w/ 1/2" PLYWOOD (2)-2xG S.Y.P. N I w/ • 51MP50N C51 G STRAPS (OR EQUAL) REQUIRED TO TIE HEADER TO JACK STUD FOR ALL SPACER or (I)-4x4 5.Y.P. N 1 1/2" PLYWOOD SPACER OPENINGS 42" OR GREATER, STRAPS ARE AL50 REQUIRED FOR ALL INTERUPTED STUDS ON OPENINGS GO" OR GREATER Header/Sill Type 1 Header/Sill Type 2 Header/Sill Type 3 SCALE: 1.5"-1'-(Y SCALE: 1.5"=1'-O" SCALE: I V=1'-O" u These Plans Were Designed in TurnAround Wood Shed Master Designed By: Project No. Haney Associates, Inc. Accordance with the 201 O Flordia Handi-House O.R.H. 12EN274 Engineering & Construction Planning Building Code for a Wind Speed of P.O. Box 830 P.O. Box3f6, Sh Nne,S.C. 296n-Ph=16l•6f6.7600 Checked By: Date: 160 m.p.h. Swainsboro, GA 30401 C.L.A. 03/19/12 "APPROVF`p" DOCIN&V 031111la S1.4 2x4 SYP N I STUDS AT 16" OR 24" O.C. DADO IN I x4's FASTEN TO EACH STUD w/ (3) - 0.13 I "x 3'/4" LONG GUN NAILS Side Wall Framing Option SCALE: 1/4°=1'-0' T-WALL BRACING STRAPS ON ,IOR AND EXTERIOR OF WALL, N WITH (2)-0.131"x 2Y4' LONG N NAILS OR 88x 2 Yj' LONG CREWS AT EACH MEMBER CROSSING. 51.2 FOR SKID AND FRAMING 22.5" , Max. 30'-O" MAXIMUM BUILDING LENGTH Side Wall Framing Option SCALE: 1/4"=1'-O' 2x4 SYP N 15TUD5 AT 16" OR 24' O.C. DADO IN I x4's FASTEN TO EACH STUD w/ (3) - 0.131 "x 3ya LONG GUN NAILS �� --.? :-q—t )y . Plan No`. /'2 teN 2X I) This ' GRnllntic RIrUa Af6dulerBu'Llh:pPlenoUai na•Fbt{d+CArIL'kr,M�•iRGf�,I NrJI ' `'APPROVED" 2x4 5YP N1 5TUD5 2x4 5YP N 1 STUDS DOCUMMT AT 16" OR 24" O.C.n 20ga. T-WALL BRACING 5TRAF5 ON AT 16' OR 24" O,C, LIY INTERIOR AND EXTERIOR OP WALL, 63" Max. FASTEN WITH (2)-0.131 "x 2 Y� LONG GUN NAILS OR N8x 2 Y4° LONG DADO IN I x4's FASTEN TO DADO IN 1 x4's FASTEN TOSCREWS AT EACH MEMBER Q EACH STUD wl (3) - 0.131 "x EACH STUD w/ (3) - O. 13 I °x CROSSING.3vq" LONG GUN NAILS3V4 LONG GUN NAILS SEE 51.2 FOR SKID AND FLOOR o3 11 la 30'-O' MAXIMUM BUILDING LENGTH FRAMING 30'-O" MAXIMUM BUILDING LENGTH Side Wall Framing Option Side Wall Framing Option SCALE: I/4"-1'-O SCALE: I/4"= I'-O' These PIan5 Were Designed in TurnAround Wood Shed Master Designed By: Project No. Haney Associates' e2010 A -- Inc. Accordance, with the 201 O Flordla Handi-House O.R.H. 12BN224 S1.7 Engineering & Construction Planning Building Code for a Wind Speed of P.O. Box 830 Checked By: Date: P.O. B"r 34%Sli Mllr, S.C.196S1 • Phonr:86"46.7600 C.L.A. 01,11,12 160 m.p.h. Swainsboro, GA 30401 - Approval [amps_ \ 2x4 SYP N I STUDS 2x4 SYP N I STUDS AT 16° OR 24' O.C. AT 16" OR 24" O.C. 204ja. T-WALL BRACING STRAPS ON INTERIOR AND EXTERIOR OF WALL, FASTEN WITH (2)-0.131 °x 2 Y4' LONG 22.5" GUN NAILS OR N8x 2 Y.,° LONG Max. DADO IN I x4's FASTEN TO DADO IN I x4's FASTEN TO SCREWS AT EACH MEMBER EACH STUD w/ (3) - 0.13 I "x EACH STUD wl (3) - 0.13 IN GROSSING. LONG GUN NAILS 31/4° LONG GUN NAILS G Rnllnrh .................................................. RIrOi SEE S 1 .2 FOR SKID AND FLOOR 30'•O" MAXIMUM BUILDING LENGTH 6lodaler PlIM&W Plenc Isar Der 47odda Cgr113crta41•tc er„ 30'-0' MAXIMUM BUILDING LENGTH FRAMING Side Wall Framing Option Side Wall Framing Option SCALE: I /4°= I'-0' SCALE: 1 /4"=1'-O' NDI "APPROVED" 2x4 SYP N I STUDS DOCUMENT 1P1 1 2xq SYP N I STUDS AT 16' OR 24" O.C. AT 16" OR 24" O.C. Max. 20ga. T-WALL BRACING STRAPS ON INTERIOR AND EXTERIOR OF WALL,63°Max. FASTEN WITH (2)-0.131 "x 2 Ye LONG GUN NAILS OR N8x 2 Yq LONG DADO IN I x4's FASTEN TO DADO IN I x4s FASTEN TOff[9 SCREWS AT EACH MEMBER Q EACH STUD wl (3) - 0.13 I "x EACH STUD w/ (3) - O. 13I °x CROSSING. 3V4" LONG GUN NAILS 3V4 LONG GUN NAILS r- -- - -- - y�ii�t�lr�at. 14 tl 11 +}- •du SEE 51.2 FOR SKID AND FLOOR 031 11 /1a 30'-O' MAXIMUM BUILDING LENGTH FRAMING 30'-O" MAXIMUM BUILDING LENGTH Side Wall Frammg Option Side Wall Frammg Option SCALE: 1 /4"= I'-O" SCALE: 1 /4"— i'-O' I --� - Haney Associates Inc. Engineering &z Construction Planning - - P.O.➢.r368,SIcMIIr.S.C.29681-Ph°nr:86{•6r6-0600 These Plans Were Designed in Accordance with the Flordia Building Code for a Wind Speed of 160 m.p.h. TurnAround Wood Shed Master Designed By: Project No. 12EN224 O.R.H.2010 Checked By: Dale: C.L.A. 03/19/12 S1.7 Handi-House P.O. Box 830 Swainsboro, GA 30401