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' MW
BUILDING IS DESIGNED r0 COMPLY N THE 2012 101000 ABQVAL
BUILDING CODE (IBC)
-SIGN C'1OPLIES VAIN ME PROVISIONS OF THE 2012 IBC CODE
FOR [ FOLLOW. LOA
memo :NOW LOAD = 25n PSE
ROOF SNOW LOAD -158 PSF
FLOOR LOAD - 400 PSP
IBC 0E5109 SPECTRAL RESPONSE 50 = 0477 S, = 0143
SITE CLASS
SEISMIC USE GROUP: 1
SC1521C DESIGN 0 R0 D
BEARING WALL SYSTEM
M R = 1 O
BASIC VOID SPEED = 150 MPI/ (}SECOND GUST)
WING EXPOSURE 0, 1 _ 1 0
3 BIRD:.VC LvPE, V -B
0102. 1/AA! S' 1-11q RATED PER IBC TALL 721 0), /1132 1-11
MIN:M:IM DISFANCE EO PROHERTY LINE: IB MET
4 001110010 S RENG01 fc1 = 3.500 PS ININAL Fc = 5000 P51
TINA- A:0 ENTHA:NLRNI S 1/2% 0 121N PLASTIC SONO -TER.
*20'00000 STEEL CIPISIR 60 Fy = 60 NB'I
4,11/N1 LAP Ie" ATMIMMICES. DE BARS WITH DOUBLE ANNEALED
16 OA IRON NIRS REINFORCING TO BE PLACED IN CENTER
F PANEL LINO.
VFL0F.0 'RAPE FABRIC('N.W F ): 4)462BAWSI 0,65 145 (CR EOU:VA! )
COMP. MATH ASTM AB2. SMOOTH SNRE, mw LAP 2 SQUARES
E00.UD0D ITEMS IDENTIFIED MR DRAWINGS (Ce PS -2, R301)
REFER TO Ulf STANDARD EMBEDMENT CATALOG
3 BACK OF PANELS TO HAVE SMOOTH MONEL FINISH 214.0 0
A1 SURFACES TO BE TEXTURED ARF NOTED ON PANEL QUOS
REFER TO SEPARATE OXT INCORPORATED SPEONCA11ONS
COSFHINC. DESIGN, MATERIALS, PRODUCTION, AND INSTALLATION
CRITERIA FOR SPECIFIC STALE OF BUILDING
N -L gEUAR BENDS ARE 10 HAVE A MINIMUM RADIUS
.� BA THE OAR OIAMEIfR
9. / 41 F011.+0 RAO ti M 11IMA1100012 09 10000610) 4112 SHINN4 m1D11
'AAI HEATING sOSTO1 MUST BE PROVIDED M itmaMFC AIN x11200 DEEM
11001 (007 BY CYN
10 ADL0IAIE PLUMBING FAaunES MUST BE PROVIDED IN ACCOFOAYCE SARI 2012 NO SECTION
x9025.4 (NOT BY Cr)
11 INSTALLABC41 TO MEE! APPLICABLE LOCAL, STAR A FEDERAL CGOES, 07 OTHERS.
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SPECIAL CONDITIONS AND/OR LIMITATIONS
ACCESSIBILITY TO THIS BUILDING BIND PARKING IS TO BE
FTOVIGED BY MISERS AND CONSTRUCTED20110IN ACCORDANCE VIM
ALL LOCAL BUILDING CODES
INDEX OF DRAWINGS
Nf1 TITLF
G-01 COVER SHEET
G -OB 001100RG ELEVATIONS
G -OS INTERIOR ELEVAII1MS
22-04 FLOBIR PLAN
G -OS FINISH DETAILS
G-06 TASTING DETAILS
6-117 MALL PANEL VI
1-00 WALL PANEL 22/2
0-89 MALL PANEL V
0-10 VALE PANEL 04
G-11 VALE PANEL VS
G-12 ROOF SLAB RI
ROOF SLAB R2
G-11 FLOOR SLAB FI
G-15 RIGGING RETAIL
4.00 .MAD 1.16pr4N:'Td111018
11,0 PkI u' wTEOW,ti Tis3ix. �BOp7 ..I
•Y!-1 DAV, DIMENSIONS -,/ AIA �••
MS -2 VAULT REINFORCEMENT
iF
EN -02 LRWIIEB EMBEDS ''6 1LIf
E11-0] CI WILED EMBEDS
EN -04 alNPILED DIBEDS
EN -M OOMPH ED EMBEDS TA :
�1
EH -06 C6HPILEO EMBEDS V�
EN -07 CDEIPILED EMBEDS f ^'mil �IE
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6nN?1LT0u UNMET
. 44.01 Lai L*1M
0I TEXTURE. CEDAR SHAPE
RRi ELLS JAVA BNB.
12)6 PAIMI PK 0.110 00111[1. 01451
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01 01
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111.1111111C-T4-VAM1 612.1.111.
DIJTTL TACE 404/644/ SEALANT.
1 1.
rV 7LI`
REAR ELEVATION
1 -
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LTJ1
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6' 6
LEFT SIDE ELEVATION
NsI04(1111)(yr 92. 2(114
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01 ID 1MG
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EOATr6
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PREMIll 1!Y
0001 STOP
PREDRILL 1/i"
SECTION C — C
0600 GALVANIBED DCOR
V/ S6' AGE PRIVACY L0106 l
06)66 E B661P 626 DB
SIGN SI -2 (SYMBOL AS REGI
A42,02 N22-I/+a3!1 PREDRILLLL 1 61
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GENERAL NOTES
DESIGN CODE: 2012 IBC
LOADS:
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SOIL WEIGHT: 110 PCF
ACTIVE SOIL PRESSURE COEF(Ka): 0,5
MATERIALS:
CONCRETE: F'Ci = 2500 PSI
P c = 5000 PSI
STEEL:
REBAR=ASTM 4615 GRADE 60
WELDING NOT ALLOWED
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ALL MESH IS 4z4xW8xW8
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MESH IS TO BE CENTERED IN PANEL
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September 9. 21114
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