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GENERAL NOTES: SHEET <br /> 1. All design,detailing,fabricating and construction shall conform to 1 1 <br /> 1 6'—0" V the following codes and specifications: <br /> OF <br /> 1 t/2" 3'-10}�q' - - --� 1" �— 4 y a. The International Building Code(., ). <br /> ROUTED OUT 1/4" ALUM b. American Society of Testing and Materials(ASTM)specifications. o <br /> PLATE "R" PAINTED c. Building Code Requirements for Reinforced concrele(AC1315{Carrent Edition)). r <br /> ® SAME AS "PODS" 8d. Code for Welding in Building Construction of the American Welding Society. <br /> &8,o <br /> e. Specification forte Design,Fabrication and Erection of Structural Steel for Buildings by �t,r <br /> • The Americanlnutitme of Steel Cmauuction(AISC)(Current Edition). so m <br /> IAluminum Association Aluminum Design Manual(2010 Edition). t"1 y.00 <br /> 00 <br /> PAINT FACES & 2. Structural Mater al Specifications: el <br /> T <br /> N a Aluminum un shapes shall a extruded from 6061-T6 alloy. " - w <br /> I - RETURNS WHITE Welling filler alloy shall be 5183,5356,5556 or approved alternative. <br /> i 1 <br /> _ Ideig <br /> b. Structural Steel and Plates shall be ASTM A-36(Fy=36 ksi)c. W-Shape beams shall be ASTM A-992(Fv=50 ksi)Minimum -�1 r�3M 7725-13 TOMATO RED d. Structural tubing shall be ASTM A-500,Grade B,(Fy=46 ksi) d <br /> 1 — e. Structural piping shall be ASTM A-53,Grade B,Type E or S, <br /> VINYL OVERLAY (Fv=35 ksi),ASTM A572 Grade 42(Fy=42 ksi)or ASTM W 1..1 <br /> 1r. <br /> A572 Grade 50(Fy 50 ksi), 0 I <br /> 1 T (see drawing for individual member specifications). .� < <br /> M I. —._3M 7725-10 WHITE VINYL 3. Threaded rods shall be F-1554 Grade 36,unless otherwise noted. �y <br /> OVERLAY o VO <br /> St4. Wedding etatrodes sM1aO comply with AWS D1.1{Current Edition),E70XX. �' m <br /> (All welding to he done by welder certified for specified tv,Id ly pc) > M N <br /> PAINT BACKGROUND AND PL .. t/) <br /> I <br /> SUB—COPY SATIN BLACK 5. Design Wind Speed,Vm-T=110 MPH Equivalent Wind Load, rn @ Q o <br /> P j -29.S PSF or+24.5 PSF C&C®<35'-0"above the ground W <br /> (3 Sec Wind Gusts). h , Q <br /> } FRONT VIEW 2" Exposure"C" Risk Category 11 IP=1_0 G=085 A <br /> 6, Seismic Design Parameters,Risk Category 11,Site Class D(Default): 0.�i <br /> Se I.227,Si 0 460,Sns40-825 G7 <br /> #14 SCREWS TO ATTACH SIDE VIEW a <br /> PANEL TO WALL—MOUNT 7. Contractor shall verify all dimensions and conditions in the field <br /> ila <br /> FRAME. INSTALL ON 24" before erection and notify the Engineer of any discrepancies. p <br /> CENTERS <br /> 2" X 2" X 3/16" ALUM r 9/16"E HOLES FOR 3/8" TAPCONS e (V no c <br /> ANGLE RECT. WALL-MOUN� •---- OR THREADED ROD, AS REQ'D, a , _ <br /> FRAME. BRACE CORNERS BASED ON BUILDING TYPE. HOLES ON ^(11, <br /> N W M <br /> WITH 1 1/2" X 1 1/2 " ALUM i - C a 24" CENTERS <br /> ANGLE OR SQ TUBE (26) TOTAL FASTENERS <br /> SEE WALL FASTENER SCHEDULE F <br /> FOR ADDITIONAL OPTION <br /> FACE SEAMS (VERT. & HORIZ) \ / g F O C., Q <br /> BACKED WITH 1 1/2" X 1 / y <br /> 1/2" ALUM ANGLE. MAKE / y X o A a A cnn <br /> C) <br /> FACE-SIDE FLUSH AND at I� <br /> SEAMLESS. ALLOW 1/4" L <br /> o NCLEARANCE FROM WALL <br /> FRAME ANGLESo0 0HMgC9Div-C1 � R I <br /> m °° <br /> UU e <br /> ' k .,N <br /> WICA <br /> BACK VIEW TYPICAL ,a CID O .¢ <br /> C Wzm <br /> + c� 000 <br /> 1 <br /> L_�I r�-T� O <br /> NOTICE: ^ O <br /> T.E.S.is responsible for sign to wall atmchmem design only.All other components are CO <br /> the responsibility of the sign manufacturer.If the existing wall is questionable or substandard '—I N <br /> the installer shell notify the engineer immediately.This drawing is for permitting purposes CDonly&is for the sole use of T.E.S.and ifs designees.Urwuthorbed use is ericav prohibited. <br /> rsi <br /> W W <br /> /J o . z <br /> �gpMp / " Oo <br /> WALL FASTENER SCHEDULE U ` 'gw �K. , a a. <br /> , (ALL FASTENERS TO BE NON-COROSI\'E) `.Q - 1 to w <br /> 1/4"0 THREADED ROD FOR ALL WALL TYPES <br /> �� A <br /> WITHBLDCKINGBEHdNDWALL 'CITY OF EVERET"p <br /> 1/4"0 THREADED ROD FOR WOOD,CMU BLOCK OR CONCRETE REVIEWED FOR PERMIT Cilli. ... <br /> WITH BEARING PLATES WALL SYSTEMS cy <br /> J <br /> 03098 <br /> 1/4"0 MASONRY SCREW FOR USE WITH CONCRETE BLOCK, Nsk 201 ..7 1 a <br /> (TAPCON) lio <br /> BRICK OR CONCRETE, • <br /> 2-1/2"EMBEDMENT MIN. ON AL <br /> .,' .. FOR CONCRETE,MASONRY&BRICK v � rm. I'UR I <br /> 31, 0160'r- 3/8"0 SLEEVE/EXPANSION ANCHOR 3-3/8"EMBEDMENT MIN. This item has ban electronically signed and sealed by Carl E.Thompson,Tr.,P.E. <br /> using a digital signature.Printed copies of this document cot not considered signed <br /> and sealed and the signature must be verified on any electronic copies. <br />