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a TABLE 2A - 165D/170C (ABLE 2t3 - 14C
�4IlIlIll �Ilf 30' AUGER ANCHOR SPACING 30' AUGER ANCHOR SPAC
n SHED WIDTH Msx.U. AxcxOa SHED WIDTH —,UM.-' ING
Y- SPACMG PING
,E-voRx smw (1) 1.. s,• 1x D W. OR IEss _ Y UP TO 16'-0' 10'-0' UP TD
(SEE XDiES) IS) L6 OR(+) ..6 P.l. NP F. SUM L}��il/�
6x ELSF(Cw DE SR ON ecW.9). TYPE ]/. y `ln�/
TE-.RN snw emim TN twE TYPE 1 J). 6'-Y 70 20'-0 8'-0" 16'-1' TO
J wmOR YIM +/1' LRNE 5 JR- DATE b- /JIfiER
eMi ROOD wnn..slmes POOR/^ "1C1°R i '-I- TO 24'-0 6'-0'
F. ^�^/ m^ sGvdA. TABLE 1 A - 12(
+/r.Jcdxvoc ':I U TABLE ZC — 12OC ANCHORING TO CONCRE
,� v� 0 UARUu M AND
.mGT '~(M1FL�o� hmPE TYPE 2G 30' AUGER ANCHOR SPACING SHED WIDTH SPACING
1 Jo-uwEx wxwP ANCHOR
.-ta.dsrt ImloR 2Wcrmx SHED WIDTH
TX6mC � .NculE ^�^ eO�tEi'6�' fNN SOC/dAT ,PACWG 24'-0' 6'-0"
TYPICAL ANCHOR TYPES JUP TO 24'-0' 10'-0- 20'-0' 7-0"'
16'-0' r-6•
14'-0" 8'-0'
rt-.RN 61MP ODOM mRu 12'-0" 9'-6'
FUROR y qR1 +/r GRICE 56(2) Ez ON W nSC M IFS, (1) x. SVP E2 Dx 6' n0C DR uss
%AGE (-T1 T 01' LT 1011YW RIM R 460.5 III .•R P.l. RP E2 4ELS (t) L6 GR (+) ..6 Pi. STP/ SIP/31 D-D6•OR P.,.) I. � EWT GR Dm eMD. GE sd D GPODD6 TE-Dorm sMIP srumm Au osdax d sd Dx OPouxO>
___Iy....�{' lE-pR1N S1MP BYim tD 1NE MIn I.) I.,.- S
1 S.WGIEP RIM 1/2• GRMC 5 6'-D' 12'-O
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,a•.3- Ham W roxrAD[ s/6• . uc FORIO R,., 6'-0' tY-0'
SIM .- F4KRETE xE93E /J6np. MIn II-LIWl1.4 .WFR ,10E FOR 50¢/O/..
Dwrt sTItE EM Rocy.nlL
: Puu (w2MLN.T
.N. OR PJJ
.. AP 12 ORW RIDE OR IEs
2.6 OR (I) 4..P.T. SOP 12
TURD. DE SET ON 61tlAM ).
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TABLE 1 B - 14i
ANCHORING TO CONCRE
LR6Me EdCK1C
CPImtLI 5 .UiWRf P (PT YpDO.
coxrmi[ azo. ON PAD) SP.Dm
Ai a-N- M.A
SHED WIDTH
IMSIMUM ANC
SPPLwG
(1) .... E2 Nv R' Rmz ON IEs
(2) .6 OR (1) 4.6 P.l. VP 12 SR05
YL FLSC(Gx & SFl W f.Rpvq).
TIE -ONYX S1MP OR 3/16•
fN.V/MEID Slta MTM
(SCC 2F5)
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GE-. sRw m_LTm 'PRO16'-0'
.J RN, In e1WC5
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(ITT ...1. 21% .Ll)
_
5/6'. 5N FMfln uLOR
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(1)... SP E2 ON 0' RODE DR lFS
(z) zrt OF II) 44 F.T. S I2 sms
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.
24'-0'
4'-0'
20'-0"
5-0•
S'-0"
14'-0"
6'-0"
12 -O_
_
7-6
1 O'-0
E7-6'
8'-0
12'-0'
ED..- cdAAdE OR D,FN
EIWPoNf PM (P.T. MJCO..XCRETE
MxX oa Pa) sPRCEO a e•-D- O.X.
6'-0-
12'-Y
F161Ne EDU21E
TABLE 1 C-165D
1
ANCHORING TO CONCRE
SHED WIDTH VAXM" ANCHOR PRINTED COPIES OF THIS
SPAETNG DOCUMENT ARE NOT
(D ... m 12 D e' ROE D IEs ,O-DD.m slue 24'-0. S-6" CONSIDERED SIGNED AND
S.P6 1E-Dorm snm mum TD W 2.e oR (0 ••6 v.l. sv 12 ssms (sm xOTEs) n).M sw 12 ON W NGE D ats SEALED AND THE SHA
GROUND mLmtl10i x"vmuO""'rtn AG O o a, °H LA01"m)' (Ai.) EUuU.Haz�sE* oiu�uou112my �' 20'-0- 4'-0 AUTHENTICATION CODE MUST
R �TTNO Gw ao wm min In 1�'rtwros 16'-0' 5-0- BE VERIFIED ON ANY
Gx GPPMIIE SCE 5 Plni vwau INIn R LYA
ELECTRONIC COPIES
Tr FORn. IMcxDR: .. s/n . b- DAIH IrsroM 14'-0" 5'-6'
RNT STe[ TOII $M/MT. �; .1 AMER STlE TEq SD'L/MV.
DRxF sn1E Ede Rm/.R4 .. DATE srllE rDR oxA/eoR+L '" �Illll l 111///
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P.D (PR. R.D. m.cmF d.. OR ovTmwa 6.7 wO P.)SF
(v.V. RDOO. J \�1 NCEN
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TIE -DOWN DETAILS 6'
• z
o S4;
IG �VMCEE� EL FMD SPE TONS WS->BI-H. TYPE-1. EM6H-B. GRADE-1.G ITE-DONH STRIPS OR E AND CONNECTING KQRD E TO HSVE 4.725 W. MINIMUM ULTUMIE CAPACIIT (3.150 EB.. 1.5). O i :5 STATE
'I
iJU 16" FROM END (. uMWW PER BUURNG). AHD SPARED AS PER TRSUE 2AH.0 DEPEHM.5 OH 512D MIDTN. WmD SPEED. AND EXPOSURE ANCHOM NOT NEEDED ON ENDS C) O '14 STtV S -Z
1AB.c DEPENDWG ON SNEO WIDTH. MIND SPEED. AND EXPOSURE - �' •..•_` `
NER (061ANCE MM ANCHOR TO EDGE OF CONCRETE). a /' SS/• ! G�\
P.) }} p Digitally signed by Ma hew 0 4
IX EiPPaDVm � CAP ��eRDt (OWM 7EECN02GR5 IONC' MODDELfVXal.. D�ir.E90z ORREOUTI.E,1 „p`. M a l L CW ;': Baldwin 0' '��//1fill
1
wT BE STCLItED ON PADS FOR HIGH SE15 UP TO 40- xIMWIE REWfORCWG LLI MCNne. T. ERTdWn P.E
a e: :27 N FTP6N6 DC.S6 6.6D5
Baldwin �'60' r snFO AP-1 OF 1
CODER EW
ROOF SHEATHING OPTIONS:
— BOX RIB ALUMINUM
— 29 GAUGE STEEL AG PANEL
— STANDING SEAM STEEL
— ASPHALT SHIGLES
PSI APPROVAL 2017-11-14
—0" MAXIMUM BUILDING LENGTH — 30'-0" MAX FOR VAULTED
VAULTED
EO
SLOPE
SLOPE
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3.5" 20GA.
METAL FRAMI
0 24" O.C.
srµ
END WA1.
TRUSS
[—OPTIONAL PORCH-4' OR 6'—I
DESIGN PRESSURES
ROOF
+27.8/-94.7
WALLS/DOORS/WINDOWS
+32.5/-29.2
H WALL STUDS
ROOF FRAMING PLAN LFOR CONTINUOUS LOAD TWIT
RANSFER PATH
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COCE REVIEW
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STEEL TOP PLATE
END WALL
WALL SHEATHING OPTIONS:
- BOX RIB ALUMINUM
- TWIN RIB ALUMINUM
- DUTCH LAPSIDING ALUMINUM
- DUTCH LAPSIDING STEEL SIDING
29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION)
- 8" T-111 WOOD SIDING
- HARDIE PANEL STUCCO AND T-111 SIDING
- HARDIE BOARD SIDING
- POLYCARBONATE GREENHOUSE PANELS
/ /
4x4 P.T. POST
3.5" ZGA.
STEE
BRACE
(2)
#10 SE
TAPPINC
SCREWS
EACH
/
/
E
(1 INTC
EACH FLANGE)
/
//
//
/
/
i+1
(2)MITEK OR ALPINE
.5" 20G
STEEL
3"x5" OR EQUAL
STU
024" C
MAX.
--4'&6' OPTIONAL PORC
rn' n' Alnv
STANDARD WALL DETAIL
3.5" 20GA. STEEL
TOP PLATE
END WALL
3.5" 20GA. STEEL
SOLE PLATE
FLOOR FRAMING
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CODE REVIEW
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END -WALL FRAMING OPTION
PSI APPROVAL 2017-11-14
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END WALL FRAMING OPTION
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CODE REVIEW
SKID RUNNER SPACING*
UNDER 30' LENGTH
SHED WIDTH
A
B
15"
42'
8'-0"
18"
60'
10'-0'
18'
84"
11'-0"
24'
M.
11'-8"
28"
84"
36"
84"
40'
84'
-VALUES ARE MOM ENO OF JOIST
TO CENTERS OF SKIDS ONLY.
PSI APPROVAL 2017-11-14
WIDTH
1 JOIST SIZE'
6'—O"
1 2'x4"
6 —1" TO 11'-8"
1 2'x6"
> 11'-8"
I 2"x8"
-NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE
STEEL CHANNELS. THE STEEL CHANNEL ACTUAL
DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND
ARE INTERCHANGEABLE.
'FLOOR SHEATHING SECURED WITH 2�XO.113'
NAIL (OR EQUAL) 0 6-O.C. MAX
2 SKID FLOOR FRAMING PLAN
T/12/17
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Sn<e1 FBPR-5 OF 7
CODE REVIEW
12" LAP SPLICE FASTENED WITH (6)&'x4"
LAG SCREWS ON INSIDE, (3),%"x4" LAG
SCREWS ON OUTSIDE (9 TOTAL)
4"x6" P.T. SKID SPLICE
j N�_ SENCO K28 (OR EQUAL) NAILS, TWO
ROWS 1.5" FROM THE EDGE, ® 12"
0_C., STAGGER ROWS V.
3"x6" SPLICE PLATE FASTENED WITH
(5)-SENCO K28 (OR EQUAL) NAILS
EACH SIDE
(2) 2"x671 P.T. SKID
SPLICE/SECURING
APPROVAL 2017-11-14
NOTCH
:H JOIST
ATTACK JOIST TO SKID WITH 1%"x4"
LAG SCREW OR (2)SIMPSON H-3
(OR EQUAL) AT EACH CROSSING
JOIST TO SKID
CONNECTION
WALL SHEATHING
20GA. STEEL STUDS 024'O.C.
T/12/1T
N/A
3.5" 20GA. STEEL
SOLE PLATE SECURED
FLOOR SHEATHING
WITH {%"x4" LAG
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SCREWS ®16b.C. FLOOR JOIST
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BOTH ENDS SECURED TO END JOIST
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WITH (3) 0.120"x3" NAILS ®12-O.C.
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EACH SIDE STAGGERED
J
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H
CONNECTION DETAIL
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CODE RENEW
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ELECTRICAL
SYMBOL KEY
RECEPTACLE
40
240V
RECEPTACLE
SINGLE POLE
SWITCH
THREE WAY
SWITCH
CEILING MOUNT
LIGHT FIXTURE
v
WALL MOUNT
LIGHT FIXTURE
FLUORESCENT
LIGHT FIXTURE
JUNCTION BOX
1. ALL WIRE TO BE #12 THHN SOLID COPPER WITH GROUND. WIRING PROTECTED BY NEC 2014 EDITION.
2. FIXTURE LOCATION AND TYPE MAY VARY
3. PLASTIC OR METAL "NEW WORK' OUTLET BOXES
4.20A GFCI OUTLETS
5. ALL RECEPTACLES TO BE AT 12"-16' A.F.G.; MAXIMUM 8 RECEPTACLES.
6. ALL SWITCHES TO BE AT 48"-52" A.F.G.
7.FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING
B. ALL OUTLETS TO BE GFCI
9.THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT
DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO LOCAL APPROVAL
WINDOW HEIGHT, LOCATION
AND QUANTITY MAY VARY
AND ARE OPTIONAL
/
3.5" METAL STUDS
SPACED AT 24"
O.C. MAX
O
\
SEE VARIOUS ENO WALL
SEE VARIOUS END WALL
FRAMING SECTIONS FOR
FRAMING SECTIONSFOR
WALL AND DOOR FRAMING
WALL AND DOOR FRAMING
U
Y
J
wP
OPTIONAL ELECTRIC TO EACH UNIT
WILL BE FIELD CONNECTED FROM
EXISTING POWER SOURCE
. 0'—O' MAXIMI IM RI III nING I FNGTl
NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY
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