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,, ,,,qT4
<br /> r Sound
<br /> Xr 1'-0' 0/H >13 E.1'-0" 0/H F
<br /> 2'-0" 0/H- I i'- 17'-0" j'X 17'-0' 180 n 5r. 223
<br /> \ I i
<br /> ALUM
<br /> (26)9'5'9J98_
<br /> E�4ONE,(206)6l7-Io86
<br /> EXISTING 4X14 BEAM / ` EXISTING 4X14 BEAM - �i PAk(2FUFLI -g985
<br /> 4_0_i-- ----------------,-a-i---------------i- , EXISTING ROOF COVERING OVER Mae ro15H-GWI
<br /> i • / / PLYWOOD SHTG (NO DAMAGE) Ilan re FVEG.4e
<br /> OOVE GOAM%S AVG
<br /> \-
<br /> \ EXSTIN JIGROOFTRUSSES
<br /> _ (NO DAMAGE) Pf N125 N5NVW A DEEP FOOTING, TYPICAL ----
<br /> T ----------------- ------- ---1------- �.I\ WVG 51N1 EAM1NhE
<br /> GPOPEETY OF WE rma EEP
<br /> 15
<br /> I NO PPJ;f 1NF�OF 51ALL L
<br /> EXISTING 4X14 BEAM,
<br /> NO DAMAGE TYPICAL EEPEOIYEG,COTE,
<br /> o RIDGE AGAFVO Gt5CLO GG"r.
<br /> 13'-0' GI510910 15 TO O1F F5_
<br /> I 501G 11MISHEGOE
<br /> R pNO —R/R DAMAGED 6X8 P.T. POST ofFEPV r USFG NMIMOUT
<br /> �Us4,N®® I 7'-8" SEE REPAIR DETAIL#1 COtPOOP9 MIEN
<br /> NGANC
<br /> I AGPEO'13Aie
<br /> a NG X6 P.T. �C, COF5N5ATI5NTOrx
<br /> TYPICALPOST,
<br /> ENGINEEE.VI515-CONTACr
<br /> _ I _ N1M THE VOW%A-L
<br /> i `,‘ EXISTING 4X14 BEAM i �� EXISTING 4X14 BEAM / �‘ I I j
<br /> \ ---- --____--T- 1--------------- --� -1 ' \ \ \ \ IF7
<br /> PCCeP CeO PEE
<br /> ` ' ` __ ' `,_., ' \(7 \ //,�/ 4,-O" FES-MC-IONS.
<br /> TYPICAL —EXISTING 2' DIA. X 4' DEEP
<br /> CONCRETE FOOTING, TYPICAL n
<br /> 2-0" 0/H-}— SEE TYPICAL REPAIR DETAIL#1 r; ',Vt.,'���� ¢ o
<br /> (LOCATIONS MAY VARY) ,, 1. 2'-0" DIA. a g. I'-
<br /> TYPICAL g
<br /> ''' Ir.
<br /> LI
<br /> EXISTING TYPICAL CAR PORT ROOF FRAMING / POST REPAIR PLAN SECTION
<br /> (FRAMING
<br /> ING��MILLAROAT GARAGES) SEECTION1/B -4'=1 NDOrELEVATION
<br /> SQ.
<br /> r z
<br /> OVER PLYWOOD SHTG —
<br /> Carport weight (5 psf) Q
<br /> 17x36x5=3060# - n
<br /> ' moo \
<br /> Seismic a o
<br /> r
<br /> rTOP OF EXISTING Sds= 0.989-R=1.5 Cs ASD =0.47
<br /> EXISTING STL TIE STRAP 4X14 BEAM, TYPICAL = .47x3060 = 1438#
<br /> ---- o
<br /> Check capacity of 5 remaining =
<br /> EXISTING 1/2' X 4" HDG _ _ columns to carry lateral forces
<br /> LAG SCREW,TYPICAL EXISTING 2X6 X 2-8"- z
<br /> ---EXISTING 8X6 P.T. O Q
<br /> POST TYPICAL SPLICE AT EACH SIDE, Load per column
<br /> ,
<br /> —SEE REPAIR DETAIL#1 TYPICAL =1438#/5
<br /> =288#per col
<br /> j
<br /> Cantilevered Mom -288x7.7=2218'# v o
<br /> }�,f, -V .,\/-, _ \,; �r,� Capacity of existing footings t"
<br /> TYPICAL —EXISTING 2' DIA. X 4' DEEP IBC EQ 18-3
<br /> CONCRETE FOOTING,TYPICAL _ M=(d2)(S3)(b)/4.25
<br /> ` 1, 2'-0' DIA. f =(16)(400)(2)/4.25=3012'# OK E
<br /> TYPICAL ca
<br /> Check 6x8#2 HF about weak axis
<br /> =37.83 x 575 x 1.6/12
<br /> SECTION 2900'# = a_
<br /> = OK 9.", omEip'frt{3
<br /> SECTION A - FRONT/REAR ELEVATION
<br /> • Therefore new connection is for _
<br /> SCALE 1/4=1 -0 # , ,,.
<br /> vertical loads only. F. K,r 4 ;. o o
<br /> r Axial load = 17/2 18/2 35 =2677# 0`, u^ag73 '
<br /> ( )( )( ) r , ' Cr-k P �, SHEET:
<br /> OK By inspection �,,v,�t "� /�-
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<br /> 11/08/2022 0
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