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HomeMy WebLinkAboutSET UP-INSTALLATIONSETUP 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 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 SPACING (SEE TABLE 3). 4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED THRU THE 2"x4" 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 CONCRETE SHED WIDTH UPLIFT (PLF) ANCHOR SPACING 20'-0" 400 S-T" 13'-8" 280 S6" I V-8" 240 S__6" 200 3'-6" 8'-0" 160 V-6" 6'-0" 120 S-6" TABLE 2 SKID RUNNER SPACING - SHED WIDTH X1 X2 X3 13'-B" 1'-10�" 1'-1C3" 1'-Iq" i V-8" 2'-B" 6'-4" - 10'-O" V-7" 6'-10" - 8'-0" 0'-9" 61-6" - 6'-0" O'-10" 51" - •VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"x4" SKIDS ONLY. 13'-B" WIDE SHEDS HAVE (4) SETS OF SKIDS. 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 ARE ADDED TO ACHIEVE THE CORRECT 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)}"x4}" 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"x16" 1778LBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX II 4"x8"x16" 350OL13S CONCRETE BLOCK QUALITY CEMENT AND SAND MIX III 16"x16" 3950LBS ABS PLASTIC PADS IV EIN8"x16" 1900LBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX • BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL) NOTES 1. HOLLOW OR SOLID CONCRETE BLOCKS (8"xB"x16-) MAY BE STACKED ON PADS FOR HIGH SETS UP TO 4B" WITHOUT REINFORCING. 2. ABS PADS REQUIRED ON 11'-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 13'-8" SW/DW 4.15/332 0" TO 6" 6'-0" 1935LB I, 11, III, OR N 1879LB I, 11, Ill, OR IV 11'-8" SW/DW 6.00/480 0° TO 6" 6'-0" 2558LB I, 11, III, OR IV 2558LB I, I1, Ill. OR IV 10'-O" SW/DW 5.00/400 0" TO 6" 6"-0" 2400LB I, 11, III, OR IV 2400LB 1, 11, 111, OR IV 8'-0" SW 4.00/320 0" TO 6" 6'-0" 2029LB I. 11, III, OR IV 2133LB I. 11. Ill. OR IV 6'-0" SW 3.00/240 0" TO 6" 6'-0" 1658LB I, 11, 111, OR IV 1866LB 1, 11, 111, OR N • LOAD WIDTH OF UPUFT ON RUNNER NOTES i 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. SCANNED BY St. Lucie Countv GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS 1. BUILDING ANCHORS SHALL BE "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 (PUP) END ANCHOR-- MAX. INTERIOR SPACING•'• 13'-8" 7.07.00 243 0'-0" 10 S-or 10'-O" 11'-8" Wa 20m - T03'-0" 70j=0"r•:,_ , 10'-O" 5.00 174 0'-0" To s-or 10'-0" 8'-0" 4.00 138 U-or TO S-o" - 10'-O" 6'-0" 3.00 104 0'-0" TO SO" 10'-0" TABLE B 30" AUGER ANCHOR SPACING - DOUBLE WIDE SHED WIDTH LW' UPLIFT (PLF) END ANCHOR•' MAX. INTERIOR SPACING••• 20'-0" 10.00 1 400 1 0'-0- TO S-Cr 1 5'-0" • LOAD WIDTH OF UPLIFT ON RUNNER •• UDCAnON FROM 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 -CENTER. 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 10'-0" 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 CLOS TO THE SIDE AS POSSIBLE. - �� �� �C n I ST. LUCIE C La 2"x2" GALVANIZED WASHER 2"x2" GALVANIZED WASHER MR--wil/2" NIfT �.. WRH 1/2" NUT 1/2" THREADED ROD OPTIONAL FOR "HIGH SET" NOTCH OR COUNTERSINK BOLT 1/2" TH EATJED ROD EYES BOLTED TOGETHER WITH 1/2"x2" THRU 2'x4" 9070M PLATE OPTIONAL FO HIGH SET" BOLT & NUT WITH (2)2"x2" GALVANIZED 1/2" COUPLER 2"x4" BOTTOM PLATE WALED D UPLER WASHERS (2.000LB SHEAR CAPACITY) 1/2'x5" (400 LB.) CONCRETE TO 2"xe P.T. BASE 1/2 x12 'FORGED EYEBOLT �' � �x 'x �4 MIN • WEDGE ANCHOR INTO SLAB THIRD 2"x4" P.T. BOTTOM PLATE ___ - - 4" MIN. I u-__ WITH (SEE TABLE 1 FOR SPACING) EYES BOLTED:2�2TOGETHER 1/2(x2" BOLT & NUT WffH W)2Lx2jGALVANIZED TYPE I, II, ill, OR N PAD WITH BL90XIN REQUIRED (SEE TABLE 3). 1/2"x3" (400 LBJ SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH CONCRETE SLAB BY OTHERS THROUGH WASHERS (00 OILS SHEAR CAPACIT(} CONCRETE WEDGE ANCHOR CLIP OR EQUAL LOCAL CODES AND JURISDICTION LOCAL CODES AND JURISDICTION (SEE TABLE 1 FOR SPACING) 30- EA(TTH AUGER ANCHOR_ +�- (SEE TABLEOft SPACING) ' SHED WITH SKID SHED WITH 'NO FLOOR' OPTION SHED TQ�PAD➢t©RiBLOCsKIN_ III}! G�_ _ ANCHORED TO CONCRETE ANCHORED TO CONCRETE TIE -DOWN DETAILS CODE VERSION i 2017 Gh OfiflM ARE-1 MANUFACTURER WOUGR V11M BUILDING TYPE OF RI emLB c REsmLN1uL uwN sowGE CONSTRUCTION TYPE V-O FIRE PROTECTON NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY SiOME ALLOWABLE NUMBER OF STORIES 1 BASIC .WIND SPEED Va-200.0 UPOSURE D ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR IAA ROOF DEAD LOAD 10PSF ROOF UVE LOAD 20PSF OR CGBIha FLOOR DEAD LOAD e F FLOOR LIVE LOAD BN. 753F - 1253E OPT. 'R' RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE I135 Top T20 6O.TT. 1 2on FBG ttnw✓ M,9 2 GR MID MIPgR b' AEG ll L MOHOR EKI115KII 6/20/IB MTB w w w J m D 0 0 w J CD Z (n I w 0 z 0 J Z ARE NOT PART OF THIS GOVERNED BY LOCAL 2. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION 1015.22. 3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE. 0 6/1/18 MOEthew T: Baldwin P!E $londG License. I{6C460ga Sheet: AD-1 Of 1 PSI APPROVAL 201 ' 1-18 /-D4 ALUMINUM ROOF SHEATHING 0 I n 1. RUNNERS i D n � END WA TRUSS 4 uss 0 2m O.C. MAX.MA%. DESIGN PRESSURES ROOF +27.8 -94.7 WALLS/DOORS/WINDOWS +32.5/-29.2 ROOF FRAMING PLAN ELEVATION CROSS-SECTION TYPICAL ARCH FRAME b END ELEVATION WRH GARAGE DOOR (arty ON ENDWML) Side Wall Header Schedule (180C) Building Width Fasteners w/strap Size Up to 14'Wide (each end) S¢e{d} Max, Span NJ@} Fasteners Wo rap st{c} (each entl) 1-2'S4" 6'-0" 0 <-3'x 0,,, .als 2-74"(c) 5-0" 0{Bf -3"x u,ivrats a. 2 Yla 9tl Yd1:05 are br N0:' Sratle SCNC In Ir umbOT b: NJ- Number oflack stutls required to support each erd. c. Lad Pal d. No Jack stutls, bV.. 2x6 studs laid gat. NJ - Number ofjack studs required to support each and, Window header for window openings that have more than 50e.6 combined stud wall above •yam d below, otherwise use door hearer schedule. ,. ss PA1Ta,Q1 scleoulE FOR�WRCY{M✓E IrtTA9RrAVrro. See header details er alternate layouts, i.e. 2-2'x4' or 4'x4' P.T. z. s� larm+ Sooa19E mM �VL ea>�4Y.noN. a WMODW love sox m ara: WML mA1/Me Aa0.E The header can 6e attached to the top plate and thus hale the combined strength Mo law(,'• oixaNlLg mTlR ro cow xrAorrtz ,*. n w, uWent and use the maximum span stated. WM .-W Wml 1n• ReWTAW w9 fuER We (1Hk4• feel' eflWECI `ASFNrwe gC°°" lz' MAX. ETAIL T� SIDE WALL WINDOWS & DOORS j;x9N4E 314• xFMm G.F.I. a+ NOTES -OPTIONAL ELECTRIC OUTLET -ALL WIRING SHALL BE 14 GAGE 3-WIRE MC GBIE N " -ENfJSE IN ALL METAL BOXES. 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SUE OR EOOFOR 5AN I7TM OWW, TA9E S iCR Q4liTnT AND I ., � 3l4!M % �vv DRUCTION TYPE PROrEcnoli SUPPRESSION SYS" PANG yABtE NUMBER OF STORIES WIND SPEED SURE )SURE NAL PRESSURE COEFPCIEN rTA(CE FACTOR DEN LOAD FIVE LOAD R DEA) LOAD i uvE LOAD ONG OF WALLS. PlOck F LES PER BUILDING ICANE PROLECRON USAGE ICME SHELTER USAGE RE FOOTAGE OR 3'JOIE PoNT LOAD T5PSP - 1]5PSr O T. SOST, CN IFSS W ere m Z NITB Dote: J Z 12/12/17 ^ Style: N/A 1n W coal Z (n SS-B-180CR1 LU PW NM PUNS ME ME NOT PAVE OF . PW1 SEF MO ME a w�aT L 4ED NRM)ICRON. 2 TRS SURDINO 6 E1a1,1PT PROW THE Pas ONERGY COV4RYMON Ld J CME PER 5ilR( O., 5.42 ~_ 1 RISER ro n TO COD fIXt PROPER IIryTNUMIN REOMRraENrs ro MEET tooE 6 AD5. RAIETG iF4556. ETC ME b{ n SDi, ExEfPr O S A NOTE (0 s, sreocrum avER 40O SD, n. Wu RME AN 8V V0414UM W A. cunERs ro BE C(STALLm oN-SITE Rr omas nIRU 1nc4- W ao s v� T. MtgW}leNooµs ANo cools To 4ECT Tla 4MIWM mEemunoNs LL v nEi ITP1�rndP�c��DFc � do:u Mn c,wY'nial 11NPRK T 1.... LJJ r Q < /�'. .'... 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