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<br /> CANOPY SP
<br /> SGIPICATIONS o - _
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<br /> SIZE: (2) 26'-0" x 32'-0" CANOPY RELOCATION$ iANK�N & NKIN, Ny � SEE
<br /> NOTE Z) ANfI[1R
<br /> i ' I - BOLT
<br /> STYLE: SMOOTH PANEL
<br /> - - �/ - - - -
<br /> - -- - - - -i
<br /> FASCIA: 36" TILE FASCIA r 1
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<br /> MATERIAL BPEGIPIGATION6—_ 9800 HILL VIEW DR. NEWCASTLE, CA 95658 i I00 PIPE COLUMN _ I _
<br /> -- -- --- -- (916) 823-9525 FAX (916) 823-9574 o I `�', I
<br /> DEAYS: W12x26 (E), W12a22 (E) , I ` rC/ i CENTER LINE_ ,� jp
<br /> ASTM A36, Fy = 36 KSI CALIF. LICENSE NO. 455174 I OF COLUMN '
<br /> I ll ll__
<br /> COLObLVS: 10' M PIPE (E), 10'0 STUB-UP w) -- -- - I I T T
<br /> ASTM A53, Fy = 35 KSI PROJECT_ I � P/{e
<br /> vuRLINS: Wl2xl6 (E), W12x22 (E) Ul (RAMAF ' y j d i ( a ro i I o TpLaN u
<br /> ASTM A36, FY 36 KSI '+' i . .. M da s ). �, e 370341
<br /> 6 I ANCHOR B 1
<br /> T t: d N _ R.
<br /> da r t Dt� F' 1
<br /> ROOF DECK. �rQ GA. SMOOTH DECK PANEL_ (E) , ,,1 i " /?� 4" ` 5.25 W.=t" �I��R1'�fj3"A I5 f I
<br /> Fy 37 KSI r , - ,w I
<br /> ' I+ NP' 0( (, , VV/A 93230 ` � a' `'`"�' '.T I .,D' SO 5 LG, CCP ,h .
<br /> _S y 7„ I Ta]NC. F14 y ' \,-- CANOPY OUTLINE
<br /> DOLTS: " ; BEAM/,FPLUMN CONNECTIO , .N/A e• � tit�E' �� �7 i $ � F�� 1
<br /> BEAN/I)URCIN CONNECTION Inl/n ^ (20'9 ) 58 '_)��0241 F - I `DR' - I EssloN
<br /> N �y SA „S,
<br /> nB' 0 x 6'-B' DEEP
<br /> PURLIN/PURLIN CONNECTION. . . N/A i } ` I•r I DauLED cGNc, FiG� O pl.1 LUp
<br /> JOB SIa11 1210 HAMMER LANE I
<br /> ANCHOR BOLTS . . . . . . . . . . . ] 1/8'0, ASTM A36 STOCKTON , CA 95210 L _ _ _ __ — ._ _. ._ __ - - _ - - - - - -- - - _J �` " r
<br /> il P7
<br /> _DH81GN LOAD BPSCIFICATION6 T — _ Nap 26 k
<br /> ( 209) 477 11 FOUNDATION PLAN * EW k
<br /> 1 DEAD LOAD: 8 PSF WiND: HORIZONTAL 21.30 PIPF _ — 1p CIV QIP
<br /> LIVE LOAD: 20 PSF (REDUCIBLE) UPLIFT 19.66 psF ( t/0 - I o A�OFCPt•\F�
<br /> 6HVBT INDVX SSf /q
<br /> SOiL DEARING. 1000 PSF PLUS 200 PSF
<br /> — - - PER FOOT OF DEPTH A-01 DESIGN SPECIFICATIONS ti`vi /i6T�'y�
<br /> OPSGtAL INSPBGTIONS ARB NOT RBOUIRSO AS NOTED
<br /> A-02 ELEVATIONS ,(052526 NOTES
<br /> _- _- s 1. THE TOP OF ALL FOOTINGS SHALL BE AT
<br /> —� A-03 FOUNDATION PLAN * E%prl'y}I 4r * THE SAME ELEVATION AND EFFORT SHOULD
<br /> I — A-04 FOUNDATION DETAILS J'jCIV1U N�4' BE MADE 10 PROVIDE TOP OF FOOTING
<br /> uBC ]06 m, 1 . caNGR6F6.EXCEPTION Mz� ELEVATIONS 12' BELOW TOP OF SLAB
<br /> i FGR FOUNDATION CONCRETE WHEN THE STRUCTURAL DESIGN IS BASED ON A q-OS ROOF FRAMING PLAN q)F•pF pl,,\,\FOPS (�II /� ELEVATIONS Ar au COLUMNS.
<br /> Fc NO GREATER THAN 2300 Ps:.
<br /> A-05 FRAMING DETAILS R4NKIN t RWIXIN INC• 2. GENERAL CONTRACTOR SNAIL FIELD VERIFY RANKIN t RANKIN INC
<br /> UBC 3C6 (A) S. F8LOm6, ExEEPr LGN FIS EXISTING COLUMN i0 COLUMN DIMENSION PRIOR
<br /> WHEN WELDING IS DON$ IN AN APPROVED FABRICATOR'S SHOP. TO POURING FOOTINGS AND THAT DIMENSION
<br /> rcc0cv0, EXCEPTION OR, DESIGN SPECIFICATIONS SMALL BE MAINTAINED AS CENTER TO CENTER FOUNDATION PLAN
<br /> WHEN APPROVED BY THE BUILDING OFFICIAL. SINGLE-PASS FILLET VELDS DIMENSIONOF NEW FOOTINGS.
<br /> WHEN STRESSED TO LESS THAN 101 OF ALLOWABLE STRESSES (FIELD VELDS,. _ JOB NO, 5L222 A-O3
<br /> UBC ]06 1., 6- NIGH - SFRtNGTN D06FAVC, 12 6/95 1 A—01
<br /> DESIGN IS BASED ON A307 BOLTS, HIGH STRENGTH BOLTS MAY BE SUBSTITUTED " -
<br /> ..-. . ,._. ._. -,.. . .,,.....__. , ,,.:.. . . . . .... ... .,_„_ .... .._._._.._..,.._.. -.... ,.__ ._ .._ 0 (ALV DOWNSPOUT POURED-IN-PLACEUNC
<br /> ,i�. .TrwY•,n._^,rf ,,,,v.._„pq��..nx^,f•-m,-.rv..a..n...._aT_..•_-.., .,,T..--..,._ ,v.,...11..11_ .. :. .
<br /> E) 3” - CONCRETE
<br /> _ - -- - - COLUMN SPLICE, SEE (E) 10"0 PIPE COLUMN
<br /> - - - = NOTE
<br /> PVC GRAIN 8Y G.C. I (N) 10'0 PIPE STUB-UP j a THE TOP OF THE FOOTINGS • -- �_ -
<br /> 26'-0' KBYNOT65 r LEVELING NUT J_L TOP OF ISLAND w SHALL BE AT THE SAME
<br /> I --- — —
<br /> ( -F4-- DRIVE SLAB W U ELEVATION.
<br /> RELOCATED CANOPY Ol (E) TILE FASCIA
<br /> (TfP. OF 2) o / _
<br /> O� <E) l0'b COLUMN L �
<br /> J TOP of A.B.'S �
<br /> I ro V (M BRICK COLUMN
<br /> .SHROUD BY OTHERS I �, C' 4(12 DOTAL) FACE
<br /> U (E) -SPANNERS TO 9E REMOVED
<br /> AND REINSTALLED DY OTHERS 111---- b3 TIES 0 12 0.0
<br /> Too OF FIG. • C V\L Q`' •I
<br /> II 3 i i0 (E) - DENOTES EXISTING .-. J CLEAR (TYP.)
<br /> ( � A
<br /> (N) - DENOTES NEW r
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<br /> $
<br /> 1 1/8" A307 ANCHOR VGTGN _
<br /> H 3"(In mr:LEG ( /
<br /> NORTH ELTBVATICN (TYP. OF 2 CANOPICLEAR (TYP.)
<br /> ES)
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<br /> ! I 1/8' '1'-0' FES,IDpY �y
<br /> P
<br /> 32'-0' °
<br /> � � � � / I�`'r—�r POURED-IN-PLACE-'--. (: � � • �/
<br /> 0 25 6 � —•�{• --T z CONCRETE I �
<br /> 8'-6' 15'-0' ..L 8'-6' _ 4 a IE !
<br /> Ir * P
<br /> RELOCATED CANOPY ,3, �T 7d E7 4 - OTA ) FACE
<br /> (TYP. OF 8> 0 STAT. C1ViU�OPe� * I __ I _� a (12 TOTAL) • __ _
<br /> OF CAL\ (.. —(.... q6 REBAR o $ M3 TIES ® 12" O.C. �. •I
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<br /> BSACON
<br /> II �
<br /> 11 2
<br /> F.
<br /> 48' S0. OR 48" DIA, -
<br /> " { ( IN INC.
<br /> MATERIAL SPECS. Rp,NKIN B RM:C
<br /> - SUCTION
<br /> CON(: Fc'=2,500 PSI (� 28 DAYS
<br /> IF
<br /> 3 FOunDAnON DETAILS
<br /> FOOTING SECTIG� 3/4• 1'-0"
<br /> IF, D;- 1 REBAR: ASTM A615 OR. 40, Fy=40 KSI
<br /> RN.tIN B SKIN INC.
<br /> VAST BLS`/ATION (TYP, OP 2 CANOPIES) CANOPY ELEVAt10NS
<br /> ==A-12 GBNR L Na(�
<br /> _....._................„r,___........_ - i. ALL l.lo k �R�2 s'f
<br /> TSL Rk rejFz Ga-h1W L m
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<br /> AHV104Ti T I
<br /> DNnvwGlssuLu'rauR DAN. Ax,a urTA�IP REVISIONS
<br /> I I ! NOT nAii IfY CnMMF11' - N �! B
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<br /> UI,TPAMAR ENGINFER - - -' --- ------
<br /> Ne$T
<br /> 525 NIRO STREET, HANFORO,. CALIFORNIA 83230
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<br /> STEEL FABRICATOR
<br /> n ) Nnr.fF CANOPY
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<br /> { PERMIT I t3'i:PLANS n PREPARM,fUAf_U —1 `- 210 HAMMER LANE tKPti}VLEEr'! QR.
<br /> I f I j _STOG1CtQNGf1
<br /> - —..
<br /> I 1110 C041VACT nOCOUFNT I � .
<br /> ===- "— � A + S ENGINEERING _ {
<br /> NOT full CLNSIRUCIION _
<br /> cuNSIHUc NUN I I ( �i.. PLANNING ENOINkLHING (:ON51120CIION 1,1A W1GI:NLNt u('lp. ' A.`iNOTED / 41
<br /> 00 Nor USE FOR CONST. I / Iq
<br /> i_ INLES5 0OT14 SIG, ARF. IN HANDL I 707 WF,ST AT AMEOA AVENUf'�+`UITF 70 pATE1 1�J1/T998 I
<br /> ©URBANK, CALIFORNIA 91502 -. WN. EIY: F. COHEN � � I�A�/Y1NA
<br /> RLGUNu uHAw,nu I ' ! IIHr1NF MTH-HT'} •.1H44 inxr HIS -R4)- tfMO two. BY1 i SHEET' 10 OF ( I _J
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