HomeMy WebLinkAboutEngineering, project information ule 1 80C
2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN#SS-B-180 C Side Wall Header Schedule(180C) End Wall Header SchedFealemrsw,ea p ter.• ----
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-- - Building4'Wid id rpD4 ALUMINUM ROOF SHEATHING Si.- - -- - Po Fasteners w/st O48--]3.'•aXxeh0O.— MaxSpan --(each-and)— Gi0
'-0' A. 14"x4' 6-0 0 3-3'z 0.131'nails ....ere forNa.a.2 game e rum:.l1ma3lfr•crM
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b.NJ-Numbm oflack elude mgW,d to support each eM.
-Eula x4' 6'-0" 8-3'x Q731'Mgs
c.Laid NI
-- -' e-EuTa wlues are for No.2 gra a Spmcef ne- rlum er.
J.No Jack elude,DW 218 Slade laltl sal. 1
It.NJ-Number oljeck studs required to support each end. - ------ISM
e.Window header lor window openings that haw more than 50%combined stud wall ebaw
and below•otherwise use door header schedule.
d.See header details for enamels layouts.Le.2-2'x4'or 4'x4'P.T.
e.The header can be attached to the lop plate and thus haw the combined strength onEtwrdist revm m CODE INFORMATION
equiWent and use the maximum span staled. CWE YFXSION /°1c'0i saa�Am-Y'
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HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WIN4"x4" W/2"x4" ENCIDsuRE D4xosm
DOWS & —,IE
ENo W Tauss c
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k DOORS DOOR 6' WIDE OR LESS
OIfOINLL PRESSURE We119FNr ./-els
NPO)IMM FACTOR l.la
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WIRING DIAGRAM 1-1—
ROOF
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—RooF+zze-g4.7 ROOF FRAMING PLAN- G—.1 34- LI PER.=No I
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muM REVISIONS
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REV I DESCRIPTON DATE BY
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V9 L1 P9 it!lar I/e-lo4 wax STANDARD WALL DETAIL wm ^ EapuL lam 3 U)0 ..'M®vw u— E,a„_,,,1.
•w rY-a' .wo r-a'm lr-a• -�,•P rl000 WITH DOOR h WINDOW OPTIONS Ldm�N _Ida r ti INmis Ma O 41s
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FND ELEVATION END ELEVATION aasr sa sR rm vs Z Florida u.enaa 6460e
WITHOUT DOOR WITH GARAGE DOOR
(ear oN oalMa I FLOOR FRAMING PLAN m sheer: SSB-1 OF
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SETUP AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION-OF-DOUBLE-WIDE-SHED- - -- _- --- -
1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR 1.BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS ( v
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY UNE,ETC. PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. `';--, /
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED,THE 2.BLOCKS ARE THEN PLACED AT THE END, CENTER,AND OTHER END TO LEVEL ONCE THE
BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE {I� BUILDING IS LEVEL,BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING(SEE TABLE 3). E
BUILDING IS BROUGHT UP TO LEVEL'AND BLOCKED. THEN THE CENTER OF THE BUILDING 3.THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE
IS SUPPORTED TO LEVEL,BLOCKED,AND THEN SHIMMED. FIRST SECTION,THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1 •x43•
3.AFTER THE BUILDING IS LEVEL,MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE R
SPACING(SEE TABLE 3). LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING 15 THEN COMPLETED. THIS CODE INFORMATION
4.ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED 30'AUGER ANCHOR PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE.
THRU THE 2"x4'BOTTOM PLATE WITH A 1/2'AUGER BIT. 1/2' EYEBOLT OR OPTIONAL (4,900LB) 4.GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B). ADE VERSON NEG sen Fw NILE,Aa4-7
1/2"THREADED ROD(FOR A"HIGH SET-)IS SECURED THRU THE HOLE. INSTALLED PER MANUFACTURER'S S.ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING IS FAcnm01 Tu!OmI Om9
5.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO INSTRUCTIONS. EYELET AT REMOVED. BUILDING ME
FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. USILUM OF 6'ABOVE GRADE. G.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO CONSTRUCTOR TWE v-e
6. IF THE UNIT HAS A FLOOR,EITHER A HOLE IS DUG FOR THE 30"AUGER ANCHOR AND FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. RITE PROTECTOR Nowt
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2'HOLE IS DRILLED INTO THE FIRE swPAESSION muIxwe
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'
WLTIPANCT
WEDGE ANCHOR. GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS AunWABIENwBERDFsORES
7,IFTHE UNIT IS A'NO FLOOR' OPTION,ANCHOR WITH 1/2'x5"WEDGE ANCHOR THRU THE BASIC 0.s1- v.-2maw
2"x4"BOTTOM PLATE. L BUILDING ANCHORS SHALL BE'MOBILE HOME"TYPE HP-1 SINGLE HELIX EYE EwasuR[ D
AUGER ANCHOR BY HOME PRIDE OF BRISTOL,VA, OR EQUAL. AVERAGE MaosDRc d0y�
HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS.
2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER). "EMIL PRCmRE COEiICER
TBE 1 TABLE 2 TABLE 3A LOCATE ANCHORS PER TABLE 4A OR 4B. IU o AkCE FACTOR Lla
ANCHORING To C NCRETE SKID RUNNE
• PAD TYPES 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE ROOF DEAD LOAD IIPv
SHED WIDTH UPLIFT(PLF)ANCHOR SPACING SHED WIDTH xi X2 X3 TYPE PAD DIMENSIONS MAX.LOAD- MATERIAL (FLOOR SYSTEM)AND ATTACHED TO ANCHOR. THESE CAN BE EXTENDED WITH ROOF UVE= 90PV oR Aaa6.
THREADED ROD(OR STRAPS WITH EQUAL OR GREATER STRENGTH)FOR ELEVATED am DED TMD ePAr
20'-0' 400 T$ 13'-8" V-101• 1'-101' 1'-101' I 2'xB'x16' 1778LBS CO ENT D SANDQMIX TY PORTIONS OF SHEDS ON LEVELING BLOCKS. FLooR tth LaAG 1>ary as
13'-B" 280 S_r 11'-B' 2'-B" 6'-4' - II 4'.5x18' 3500LBS CO CRETE G o TABLE 'R•RATING OF WAus.FLOOR,ROOF WA Teoa
CE ENT ANO SAND MI% 30'AUGER ANCHOR SPACING-SINGLE WIDE
11'-B" _240 J'-6' 10'-0' V-7' W-10' - III 16'.16• 3950LBS ABS PLASTIC PADS IDIRROS PER PROTECTION
1
- SHED WIDTH LW UPLIFT(PLF)END ANCHOR--MAX.INTERIOR SPACING--- xuNaNANE PRm[cnaN usAGe M
10'-O" 200 3'-0" B'_Q" 0'-8' 6'-6' - IV 8•x8'.16• IGOOLSS CO CR 0 _
CE E D 5 0 MI% 131_8" 7,00 243 (Y-0'TO J'-0' 10'-0' HURRICANE sNEUEiI USAGE No
B'-0" 160 3'.�6' 6'_0' 0'-10' 61' - •BASED ON 2000PSF SOL BENING CAPACITY(2000PSF IS TWIAA) SQUARE FOOTAGE 169 THAN no ea7T.
NOTES 11'-B" 8.00 208 0'-0'10 J'-0' 10'-0' REVISIONS
6'-0" 120 5-6' -VALUES ARE FROM END OF JOIST To CENTERS CF(2)1,. 1.HOLLOW OR SCUD CCNCRETE BLOCKS(e•.et16-)MAY BESTACKED
SMOS ONLY.1]'-B'WIDE SHEDS HAVE(4)SETS OF SKIDS. ON PADS FOR HIGH SETS UP TO b•WITHOUT REINFORCING. 10'-0' 6.00 174 N-0'TO Yd 10'-0' REV I DESCRIPTION DATE BY
2.ABS PADS REQUIRED ON 11'-9'AND 13'-6'WIDE SHEDS ONLY. 1 1°IT 19G IVWd YIX
8,-0" 4.00 136 0'-0'10 J'-0' 10'-0' 9 amlAa AAr m E•Ara YAK,ANa M.M °/.p. Mn
TABLE 3 6'-Q" 3.00 104 o'-O'TD S-O' 10'-01
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE&DOUBLE WIDE SHEDS
SHED DESCRIPRON PAD MAXIMUM LOAD AND PAD TYPE TABLE B
SIDE Ru NER INTERIOR SIDE RU NER 30"AUGER ANCHOR'SPACING-DOUBLE WIDE
SHED WIDTH TYPE LW(PLF) END PAD MAX.SPACING ENO PAD SHED WIDTH LW UPLIFT(PlF)ENO ANCHOR!•MAx.INTERIOR SPACING^•
PAD TYPE CTI D.0 BY MTe
13'-8" SW/DW 4.15/332 Cr TO IF 6'-O' 1936LB I,II,III,OR IV 1870LO I,II,III,OR IV 20'-0' 10.00 400 0-0'TO 3'•O' 5'-0' Dad,
11'-8" SW/DW 6.00/480 0'TO 6' 6'-0' 255BL0 I,II,III,OR IV 2858LB I,II,III,OR IV •LOAD WIDTH OF UPUR ON RUNNER W •u 4/26/10
••LOrON FROM END WALL OF AUGER ANCHOR 2
10'-O' SW/OW 5.00/400 O•TO 6' 6'-0' 240018 I,U.111,OR N 2400LB I,II,III,OR N •••YAwMUM SPADING BETWEEN ANCHORS (n NA
B'-0" SW 4.00/320 0'TO 8• 6'-0' 2029LB I.U.III,OR N 2133LO I,II,III,OR N 1.NOTES C OR SPACING IS DESIGNED AS PER ASCE-7. W AL-
Z.
6'-0" SW 3.00/240 0'TO B' 8'-0' iBSBLO I,II,III,OR N ALL MEASUREMENTS ARE CENTER-TO-CENTER.188518 I,II,III,OR N ],THE MINIMUM NUMBER OF ANCHORS PER SHED IS(4).(1)ANCHOR PER EACH CORNER. 1.FOU ThlO PUNS ARE NOT PMT OF THOS
•IEVD W1DM OF UPLIFT ON RUNNER ABDITIONAL INTERIOR ANCHORS ARE REQUIRED R SPACING IB MORE THAN IO'-0' ?� PLAN SET AND ARE GOVERNED BY LOCAL
BETWEEN ANCHORS- JURISDICTION.
4.ANCHORS SFU1L BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TOM 2.THIS FR
S BUILDING IS EXEMPT OM THE FRC
1.PAD SPACING IS END TO CENTER OF PAD. EXISTING BUILDING:IN WHICH ANCHORS CAN BE PLACED ON WE END WALLS AS CLOSE W ENERGY CONSERVATION CODE PER SEMEN
2.PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER. TO THE SIOE AS POSSIBLE. J 1016.72.
].USE SAME MAXIMUM SPACING FOR INTERIOR SPACING. m 3.REFER TO TIE-DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE.
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T2'.2•GALVANIZED WASHER J
2'.Y GALVANIZED WASHER WITH 1/2'Nur1/2'THREADED ROD
WITH 1/2. T",-OPTIONAL FOR'HIGH LY NOTE OR COUNTERSINK BOLT z _
THTC 2•.r BOTTOM PUTS - - ----
CON
1/2•THREADED ROD EYES BOLTED TOGEMER`VIM 1/212' I/2'COUPLER (n
OPTONAL FOR'Ilcx sEr• BOLT a NUT WITH(2)2'.2 CALVANaED 2'x4'BOTTOM PLATE NALED
1/2•couP1ER WASHERS(2.WGLO SHEAR CAPACITY) :: ) To 2.6'P.T.BASE Ld
S
1/2112'FORGED EYEDOLT� MTI. WEDGE ANCNOA INTO UB ------�- MIN. Q •V�•/`
THRU 214'P.T.BOTTOM PLATE' B--_ - •
(SEE TABLE I FOR SPACING) -'
EYES BOLTED TOGETHER WRIT 1/2'.2' TWE I.11,II,OR N PAD WITH
BOLT k NUT WITH(2)2'.2'GALVANRED �I I/2'.]'(400 ED.) SIMPSON A-24 CANCRETE SUB BY OTHERS THROUGH CONCRETE SLAB BY MORS THROUGH
WASHERS(200010 SHEAR CAPACITY) BLOCKING AS REQUIRED(SEE TABLE]), CONCRETE WEDGE NCH011 CUP OR EQUAL LOCAL CODES AND JURISDICTION LOCAL CODES MD JURRDIMON Z
30•EARTH AUGER ANcxOR (SEE TABLE 1 FOR SPACING) 0 7/13/19
(SEE TABLE 4 FOR SPACWO) SHED WITH SKID SHED WITH 'NO FLOOR' OPTION
SHED WITH SKID Q~Q
TO'PAD OR BLOCKING ANCHORED TO CONCRETE ANCHORED TO CONCRETE J
J Matthew T.Baldwin P.E.
TIE-DOWN DETAILS FlCDda Uaen..ja46OB
z Sheat. AD-1 OF 1