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Home My WebLink AboutBUILDING SITE PLANSaTUP AND INSTALLATION OF SINGLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC. 2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED, THE BUILDING T LD NG IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED, 3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPADING (SEE TABLE 3). 4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED THRU THE 2%4" BOTTOM PLATE WITH A 1/2" AUGER BIT. 1/2" EYEBOLT OR OPTIONAL 1/2" THREADED ROD (FOR A "HIGH SET") IS SECURED THRU THE HOLE. 5. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS, 6. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30" AUGER ANCHOR AND BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2" HOLE IS DRILLED INTO THE CONCRETE 1-1/2" OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM PLATE AND A SIMPSON A-24 (OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2" WEDGE ANCHOR. 7. IF THE UNIT IS A 'NO FLOOR' OPTION, ANCHOR WITH 1/2"x5" WEDGE ANCHOR THRU THE 2"x4" BOTTOM PLATE. TABLE 1 ANCHORING TO CO CRETE SHED WIDTH UPLIFT (FILE) ANCHOR SPACING 20'-0" 400 3'-0" 13'-8" 280 3-6" 11'-8" 240 3'-6" 1 W-O' 200 S-15" 8'-0" 150 S_6" 6,_0" 120 S-611 TABLE 2 SKID RUNNER SPACING* SHED WIDTH X1 X2 X3 11'-8" 2'-8" W-4" - 10'-0" V-7" 8'-10" - 8'-0. 0'-9. 6'-6" _ 6'-0" 0'-10" 51" - VALUES ARE FROM ENO OF JOIST TO CENTERS OF (2) 4"x4" SKIDS ONLY. 13'-8" WIDE SHEDS HAVE (4) SETS OF SKIDS. T 30" AUGER ANCHOR (4,900LB) INSTALLED PER MANUFACTURER'S INSTRUCTIONS. EYELET AT MAXIMUM OF 6" ABOVE GRADE. SETUP AND INSTALLATION OF DOUBLE WIDE SHED 1, BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. 2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE BUILDING IS LEVEL BLOCKS A LOC S RE ADDED TO ACHIEVE THE CORRECT P EC SPACING SEE TABLE 3 3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)4%44" BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE, 4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B). 5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED. 6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. TABLE 3A PAD TYPES TYPE PAD DIMENSIONS MAX. LOAD* MATERIAL I 2"x8"xi6" 1778LBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX II 4"x8"xt6" 350OLSS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX III 16"xl 6" 3950LBS ABS PLASTIC PADS IV 8"x8"x16" 190OLBS CONCRETE BL K QUALITY CEMENT AND SAND MIX * BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL) NOTES 1. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"xT5") MAY BE STACKED ON PADS FOR HIGH SETS UP TO 45' WITHOUT REINFORCING. 2. ABS PADS REQUIRED ON IV-8' AND 13'-B• WIDE SHEDS ONLY. TABLE 3 SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE SHED WIDTH TYPE LW(PLF) END PAD MAX. SPACING END PAD SIDE RUNNER PAD TYPE INTERIOR PAD SIDE RUNNER PAD TYPE SW/DW 4-15/332 0" TO 6" 6'-0. 1936LB I, II, III, OR IV 1879LE I, II, III, OR IV SW/DW 6.00/480 0" TO 6" 6'-0. 2558LB I, II, III, OR IV 2558LB I, II, III, OR IV 10'-0" SW/DW 5.00/400 0" TO 6" 6'-0" 2400LB I, II, III, OR IV 2400LB I, II, III, OR IV W-0" SW 4.00/320 0" TO 6" 6'-0" 2029LB I, II, III, OR IV 2133LB I. II, III, OR IV 6'-0" SW 3.00/240 0" TO 6" 61-0. 1658LB I, II, III, OR IV 1866LB I,. II, III, OR IV * LOAD WIDTH OF UPLIFT ON RUNNER NOTES 1. PAD SPACING IS END TO CENTER OF PAD. 2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER. 3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING. GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS 1. BUILDING ANCHORS SHALL SE "MOBILE HOME" TYPE HP-1 SINGLE HELIX EYE AUGER ANCHOR BY HOME PRIDE OF BRISTOL, VA. OR EQUAL, AVERAGE HOLDING STRENGTH IS NOT LESS. THAN 4,900 LBS. 2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER). LOCATE ANCHORS PER TABLE 4A OR 4B. 3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE (FLOOR SYSTEM) AND ATTACHED TO ANCHOR. THESE CAN BE EXTENDED WITH THREADED ROD (OR STRAPS WITH EQUAL OR GREATER STRENGTH) FOR ELEVATED PORTIONS OF SHEDS ON LEVELING BLOCKS. TABLE 4A 30" AUGER ANCHOR SPACING - SINGLE WIDE SHED WIDTH LW* - UPLIFT (FILE) END ANCHOR** MAX. INTERIOR SPACING**` 7.00 243 0'-0" TO S-O" 10'-0" 11'-8" 6.00 208 0'-0" TO 3'-0" 10'-0" 10'-0" 5.00 174 (Y-0" TO 3'-0" 10'-0" 8'-0. 4.00 138 0'-0" TO S-O" 10'-0" 3,00 104 0'-0" TO S-C 10'-0" TABLE B 30" AUGER ANCHOR SPACING - DOUBLE WIDE SHED, WIDTH LW UPLIFT (PLF) END ANCHOR•* MAX, INTERIOR SPACING••* 20'-0' 10.00 400 1 0'-0- TO S-0" I 6'-0" • LOAD WIDTH OF UPLIFT ON RUNNER LOCATION MOM END WALL OF AUGER ANCHOR ••• MAXIMUM SPACING BETWEEN ANCHORS NOTES 1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7- 2. ALL MEASUREMENTS ARE CENTER-TO-CEMER. 3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER. ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN W-O" BETWEEN ANCHORS.. 4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN EXISTING BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS. CLOSE TO THE SIDE AS POSSIBLE. 2"x2" GALVANIZED WASHER 2"x2' GALVPNIZED WASHER WITH 7/2" NUT 1/2" THREADED ROD WITH 1/2" NDT OPTIONAL FOR "HIGH SET" NOTCH OR COUNTERSINK BOLT 1/2" THREADED ROD EYES BOLTED TOGETHER WITH 1/1•x2" THRU 2"x4" BOTTOM PLATE OPTIONAL FOR 'HIGH SET" BOLT & NUT WITH (2)2"x2" GALVANIZED 1/2' COUPLER 2"x4" BOTTOM PLATE HALED 1/2- COUPLER _ WASHERS (2.000LB SHEAR CAPACITY) ' ' TO 2"x6" P.T. BASE 1/2"x12" FORCED EYEBOLT n @ �a " 3 7I" A '� "" MIN. 1/2"x5" (600 LB.) CONCRETE WEDGE ANCHOR INTO SLAB THRU 2'x4' P.T. BOTTOM PLATE- -------� MIN. (SEE TABLE 7 FOR SPACING) '^ --"------- J_ {\\ EYES BOLTED TOGETHER WITH 1/2"x2" BOLT &NUT WITH LB SHE GALVANIZED WASHERS 2,000LB SHEAR CAPACIry ( ) �j rypE I, II, III, OR IV PAD WITH BLOCKING AS REQUIRED (SEE TABLE 3). 1 /2"ED CO SLAB BY OTHERS THROUGH AND `CONCRETE SUB BY OTHERS THROUGH "A CONCRETE WEDGE ANCHOR AN HOR CLIP CLIP OR EQUAL LOCAL CODES JURISDICTION EQUAL LOCAL LOCAL CODES AND JURISDICTION 30" EARTH AUGER ANCHOR /`r(I(IIIJ1 (SEE TABLE 1 FOR SPACING) NEE TABLE 4 FOR SPACING) SHED WITH SKID SHED WITH SKID SHED WITH 'NO FLOOR' OPTION TO PAD OR BLOCKING ANCHORED TO CONCRETE ANCHORED TO CONCRETE TIE -DOWN DETAILS �.. .iaY.l,• 1 t r • r 1 y r - • � • - - °t - - - - - CODE INFORMATION CODE VERSION PRO 2017 EF 60%,N, MOE-) MANUFACTURER SUPERIOR SHEDS BMILDING TYPE V NflE BVIL01 G RESIOENTW. LAWN STOWE CONSTRUCTION TYPE v-0 FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES I BASIC WIND SPEED V•-20OmPh EXPOSURE 0 ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- We IMPORTANCE FACTOR 1.1E ROOF DEAD LOAD I.PSI ROOF UVE LOAD 2OPSF OR 000W" FLOOR DUD LOAD 8PSF FLOOR LIVE LOAD M. 763F - 126KF OPT. "R" RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE No SQUARE FOOTAGE LESS TRW 720 SOF'. REVISIONS REV DESCRIPTON DATE BY Oy Drown BY:' � TB p Datc (yJ 4/26/16 - - = Sod.: (n N/A - LIJ ALL 0 GENERAL NOTES 1. FOUNDATION PLANS ARE NOT PART OF THIS -, PLAN SET AND ARE GOVERNED BY LOCAL JURISDICTION. - E' LLj 2. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION _J 1015.22. M 3. REFER TO TIE -DOWN DETAILS FOR PROPER D INSTALLATION REQUIREMENTS. TO MEET CODE- 0 A �yy L LI J U z (n � I W CfC 7 "' CD a 0 6/1/18 g J Q Matthew T, Baldwin P.E. Florida LicpNee'546011 • - � Z Sheet: AD-1 OF 1 D4 PSI APPROVAL ALUMINUM ROOF 2018-01-18 SHEATHING 40 -0" MAX. End Wall HeaderSchedwe Side Wall Header Schedule t180C) _ / 1 - S¢a{d} Maz. Span NJ[o} Fasteners w/o she (each entl){c} p ;NJNumber �Itol14'' 1/Ilde - Futpf� wT strap (each end) 1-2 k4" 8-0" 0 4-3'x 0.131'nals — Max. Span NJ(b} 2-2'kb"(c) 9'-0" 0{d} - .5 1 nags ' - -- --- 1 1 5-0' 0 3- 3" z 0.131' nails a. abut eve ues are o, gra a pro In Ir umber. 8'-0" i 8-3"x0.131'nails b.NJ-N=bu ofjecR studs IegUlred to support each end values are for No. 2 gra Spruce-Plne-Flr lumber. C. Leld eat tl. No Jack studs, bu[ 2x6 studs laid eat. ofjack studs required to support each end ader fix window openings that have more than 50% combined stud wall eholeand below, otherwise use door header schedule. 'Nc,,s-.--- , iO 1. STE PIS M ecxmaLE FOR IWAY/AE REDIpRENINfi d. See header details foralternate layouts, i.e. 2-2'x4" or 4'x4" P.T. z IvAnnt sw a Poe aEorrOe L M.,AoM e. The header can be attached to the top plate and thus have the combined strength a D I Er as noT�RHmD`�woR°AxuOFsnwRE.cW01' fPeOe` °HoYE egJivalent and use the maximum span stated. SNOB 71.4RUNNERS CODE IN TION CODE vEnsIDN .4 As MANUFACTIIREA 91PEfYOR 9HE15 BUILDING TYPE 16nEMal U wSRwME FO I �i sNeX T#• CONSntuCnON TYPE v-a � im > � i i ii �N® NCR i' ii - I W z'.4• ymR OR ()4W I ii at. era rum DR (tH'aL' Yx4' uStY OR 1.W EETAEEIR 4'M' ,Jl routs O vs,@ sworn 72. M4X . MµwKTuems ftovaroos 2 z4" TRUSS O.C. MAX. FlflE PgpTECnON NCiIE FlRE SUPPRESSION ST.ILe NONE OCCUPANCr sroRAGE ALLOWAffiE NUMBER OF STORIES 1 BASIC WIND SPEED END WA TRUSS HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & EXPOSURE C OPTIONAL & DOORS DOOR 6' WIDE OR LESS 4"x4° W/2"x4" ENaOSURE ENCmsEp INFERNAL PRESSURE COEFFlCIEW IMPORTANCE FACTOR I.ta YItR'!f¢I(E:- G.F.I. I + OUTLET NOTES-QEDONdI ELECTRIC m�C Ps -ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE. N 11-ENCASE IN ALL METAL BOXES.�' SOURCE r.� s ,;.-n,rM L rt xiMl E WIRING DIAGRAM �> Awxva WS33 (OPTIONAL)Phm PeWew: VRb.0 MvtlM1 PE —_ rLP M.1,E.P .e l ROOF DUD LOAD iCPSF ROOF UVE IDM a3 OR apOlb PgN Ob FLOOR DUD LOW IDPSF ALtS/000R3 DESIGN PRESSURES ROOF FRAMING PLAN Fl.aoR uvE Logo so. Taps - tops aPr. ROOF +27.8/-94.7 •R• RATING OF WAUs, FLOOR, ROOF WA INOOWS +32.6/-292 MODULES PER eOILDING , HURRICANE PROTECTION USAGE WT LSU=NUOMee,TNPEeLT➢eeB HURRICANE SHELTER USAGE NO IV. w "HE eta' oR OR aW WM1 s •ODwt ! 1hNODW LOCArroxVIR1' SQUARE FOOTAGE TO aoF OR TES �% Y><• C0W`9 Mort OR A NE Y, OR ERNAL h-4a 1 s IIETNL REVISIONS REV DESCRIPTON DATE BY 4. QO 3.4 awclRxD D Rm AwMINUM Wu1 i / i sxEATxomgs sEE xFADm 13 MAz OEFNL � t ON IN of i �/ / ' END WAu. LLI -*n Br- J Z 0, OoLe: 12/12/17 Sala: 3H SaE R.VE 3M aOIE %ATE a6Dn new - eJ tJ �y I-- —wwa e•-r ro ts'-n• ®e•_ v ro n'-a• ELEVATION CROSS-SECTION _ END ELEVATION 4'.L• P.T.PdTwlm eTN xu aR E%Mk£IIF. sEE TPIClM. 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