Plans Sign Design Based on IBC 2012
Job# JTS_11714
Project Lumber Liquidators-Wall Sign
Job Location 7500 SW.Dartmouth
Tigard,OR.
INPUT DATA
10" Exposure category(B,C or D) _ C
6"TYP =
Risk Category II
3/8"DIA.,x 2 1/2"MIN.
Basic wind speed(3 sec.gust wind) V 110 mph EMBED.S.S.HILTI KWIK BOLT 3 Topographic factor Kn _ 1 Flat
MASONRY ANCHORS,TYP. Height ofthe sign h - 20 It
(12)TOTAL
Vertical dimension(for wall,s=h) s = 8.083 ft
w Horizontal dimension B 22.33 ft
z
CITY-OF TIGARD Di ension of return comer L, = 0.83 It
6,_1„ s'_9„ Approved.. ? ................[ i
Conditionally Approved........„....[ ] ANALYSIS
EMIN
Iter to:Follow..___..[ ] Velocity pressure 2
qh 0 00256 ty,Kn Kd V 23.70 psf
22,_4„ I�--EQ. C = _
Anhed..... .........� .where.
° Permit Number: 2.�• ��� qh=velocity pressure at height h.(Eq.29.3-1,page 307)
-EQ. ° •`7-Z10 =velocity pressure exposure coefficient = 0.90
A
6 MIN. I °
• w (( eva
BY. Date: luated at height above ground level,h (Tab.29.3-1, pg 310)
�a
Kd=wind dire ctional ity factor.(Tab.26.6-1, page 250) = 0.85
o 0
SIGN
CABINET NO SECTION Approved plans Wind Force Case A:resultant force thouah the aeometric center (Sec.29.4.1&Fig.29.4-1)
C N.T.S. shall be on job site. Max horizontal wind pressure-pagh0Cr= _ 34 psf
111 where:G-gust effect factor.(Sec.26.9,page 254). = 0.85
Cf=net force coefficient.(Fig.29.4-1,page 311) 1.75
6'-9" 3/8"DIA.,x 2 1/2"MIN. A,-B s-the gross area a 180.49 fe
EMBED.S.S.HILTI KWIK BOLT 3 °
MASONRY ANCHORS,TYP. DESIONSUMMARY
(12)TOTAL I .�
rAllowable Stress Design Wind Factor= 0.6
2-9 3/8" FJ� Design Wind Pressure a 0.6 x p= 20.40 psf
A TYP. raw 6 i N ��c �O7.5' Design Windforce,F = 20.40 x As 3.682 kips
Li J
.Sign Parameters:
ELEVATION Weight of cabinet,DL= 1,019 Lbs
N.T.S. REGON �� Vertical distance between anchors,y= 6.75 ft
i b(retum)= 0.83 ft
ct'
.13 � O /�0 offset from wall= 0.00 It
NinPQM Min. no.of top or bott.anchors= 6 no.
nGM Q
Anchor Design Stainless Steel Hilti Kwik Bolt 3 Masonry Anchors
OFFICE
Req'd. USE ICC-ESR#1385
OFFICE COPY T = 381 1 3/8"Dia.,x 2112" Min. T=626 for 4"edge dist.
Embed.(12)Total
Shear Required
V= 102 V=764
Unity= (381 / 626) + (102 / 764)= 0.74 < 1 (OK)
NOTE:SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS.
NOTES :
GENERAL: STEEL: WELDING: CONCRETE:
SIGN CABINETRY SHALL BE FABRICATED IN THE SHOP OF DESIGN AND FABRICATION ACCORDING TO 2012 IBC-2013 CBC STEEL DESIGN AND CONSTRUCTION ACCORDING TO ACI 318-08
AN APPROVED FABRICATOR.ALL FIELD WELDING SHALL PLATE,ANGLE,CHANNEL TEE,AND WIDE FLANGE:ASTM A36 DESIGN AND FABRICATION ACCORDING TO AWS D1.1. COMPRESSIVE STRENGTH AT 28 DAYS,F'C=2,500 PSI MINIMUM.
HAVE SPECIAL INSPECTIONS PERFORMED PER SECTIONS ROUND PIPE:ASTM A53 GRADE B OR EQUIVALENT. AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS. CEMENT TYP II OR IV.WIC RATIO 0.45 BY WEIGHT
1407.3,SECTION 1707.2 ALL INSPECTIONS SHALL BE SQUARE AND RECTANGULAR TUBE:ASTM A500 GRADE B OR WELDING PER AISC 341-05 FOR PIER AND CAISSON FOOTINGS,CONCRETE MUST BE
PERFORMED PER SECTIONS 1704.3,SECTION 1707.2 EQUIVALENT.ALL ANCHOR BOLTS SHOULD BE:ASTM F1554. E70 XX ELECTRODES FOR SMAW PROCESS. POURED AGAINST UNDISTURBED EARTH.MAINTAIN A
SECTIONS 1707.4,AND TABLE 1704.3 PER 2012 IBC FOR ALL MACHINE BOLTS SHOULD BE:ASTM A325/A307,BEARING F7X-EXXX ELECTODES FOR SAW PROCESS. MINIMUM 3"CONCRETE COVER OVER ALL EMBEDDED STEEL.
BOLTS&WELDING.PROVIDE ISOLATION OF DISSIMILAR TYPE CONNECTION REINFORCING REBAR:ASTM A615 GRADE ALL WELDS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE
MATERIALS.ALL FIELD WELDING SHALL BE PERFORMED 60 DEFORMED BARS WELDS THAT HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF
BY CERTIFIED WELDERS.WELDS USING E70 ELECTRODES ALUMINUM: 20FT-LB AT ZERO 0°AS DETERMINED BY THE APPROPRIATE AWS A5
OR WIRES AND AWS APPROVED SYSTEMS AND PROCEDURES CLASSIFICATION TEST METHOD OR MFG'S.CERTIFICATION.
DESIGN AND FABRICATION ACCORDING TO 2010 ALUM.DESIGN MANUAL
ARE ACCEPTABLE.THERE IS NO PROTECTION ZONE AS DEFINED ALUMINUM
PLATES,ANGLES,CHANNELS,TEE,AND SQUARE TUBING;ALUMINU
IN AISC 318 05. M ALLOY 6061-T6 WITH 0.098 LBS PER CUBIC INCH.NONFERROUS BOLTS, PILWELDING IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS A
L
HEX CAP SCREWS, AND STUDS:ASTM F468,NUTS:ASTM F467 FILLER ALLOYS PER TABLES M.9.1&M.9.2 OF 2010 ALUMINUM DESIGN MANUAL
.
www.yjine.com SHEET TITLE: DRN BY: K.S.P. DATE: Feb 10, 2014 PROJECT: JOB#:JTS_11714_Lumber Liquidators Wall Sign SW Dartmouth Tigard OR.dwg
25379 WAYNE MILLS PL.SUITE 272 I �. J r J SCALE: PROJECT LOCATION:LUMBER LIQUIDATOR SHEET#
VALENCIA,CA.91355 L1QU3[D�W0 �� CHK BY: C.M.
7500 SW.DAO
TEL.(661)259-0700 FAX.(661)259-0900 AS SHOWN DARTMOUTH OF 1
REV BY: Y.J. TIGARD,OR.