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DESIGN CRITERIA: CODE:2013 CBC WIND:BASIC WIND SPEED: 110 MPH (3 SEC. GUST), EXPOSURE: C, RISK CAT.: II SEE WIND CALCULATIONS FOR DESIGN WIND PRESSURES LOADS:DL: 10 PSF, LL: 0 PSF, SL: 0 PSF STRUCTU RAL TECHNOLOGY CONSULTANTS 7827 CONVOY COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE NO.: 858.278.2400 FAX NO.:858.278.2424 PROJECT: WSS - SHOE STYLE SELECTION #36, 1408 N. MAIN STREET, SANTA ANA, CA SHEET:1 OF 1 PROJ. NO,: 1120-190 DESIGNER: VH DATE:06-03-14 CLIENT:SAN PEDRO ELECTRIC SIGN COMPANY STRUCIT. TYPE: BLADE SIGN QUANTITY: 1 EE CONTRACTOR'S RESPONSIBILITY: THE CONTRACTOR SHALL FIELD VERIFY THAT EXISTING AND PROPOSED SITE CONDITIONS ARE CONSISTENT WITH THESE DRAWINGS PRIOR TO THE START OF ANY WORK. NOTIFY ENGINEER OF RECORD IMMEDIATELY IF SITE CONDITIONS VARY FROM THESE DRAWINGS. CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND JOBSITE SAFETY. SCOPE OF WORK: THE SCOPE OF STC'S DESIGN IS LIMITED TO MOUNTING PLATE, ANCHORAGE, SUPPORT ARM, AND ArrACHMENT OF SIGN CABINET TO SUPPORT ARM. ALL OTHER rTEMS ARE EXCLUDED, INCLUDING, BUT NOT LIMITED TO SIGN CABINET FRAMING, AND EXISTING WALL STRUCTURE AND ITS CAPACITIES, ANY MODIFICATIONS TO STC'S DESIGN SHALL BE REVIEWED AND APPROVED BY A LICENSED ENGINEER. STRUCTURAL TECHNOLOGY CONSULTANTS (STC) DESIGN IS BASED ON DRAWINGS AND DIMENSIONS PROVIDED TO STC BY OTHERS. THE MANUFACTURER AND INSTALLER SHALL VERIFY ALL FINAL DIMENSIONS AS SHOWN ON THE ENGINEERING DRAWINGS AND THE SHOP DRAWINGS, AND SHALL BE RESPONSIBLE TO ENSURE THE FIT OF ALL COMPONENTS. GENERAL NOTES: 1. ALUMINUM: GRADE 6061-T6 (Fty=35 KSI MIN.). 2. ROLLED STEEL / PLATE STEEL: ASTM A36 (Fy=36 KSI MIN.). 3. NUTS AND WASHERS SHALL BE USED WITH ALL FASTENERS AND SHALL BE COMPATIBLE WITH FASTENER SIZES, MATERIAL TYPES, AND HOLE SIZES, IN ACCORDANCE WITH AISC SPECIFICATIONS, UNLESS NOTED OTHERWISE. 4. THE MATERIAL/COATING TYPE USED FOR THE CORROSION RESISTANCE OF FASTENERS SHALL BE BASED ON EXPOSURE CONDITIONS AND THE RECOMMENDATIONS SET FORTH BY AISC, IN ACCORDANCE WITH COMMON INDUSTRY PRACTICE. NO GUARANTEE TO PREVENT CORROSION THROUGHOUT THE LIFE OF A STRUCTURE IS IMPLIED. FASTENERS SHALL BE MONITORED PERIODICALLY FOR SIGNS OF DETERIORATION. 5. LAG SCREWS: ASTM A307 (Fu=58 KSI MIN.). INSTALLATION PER 2005 NDS. 6. THREADED RODS: ASTM A307 (Fu=58 KSI MIN.). 7. ALUMINUM WELDING: ALL WELDING SHALL BE PERFORMED BY AWS QUALIFIED WELDERS USING AWS APPROVED SYSTEMS AND PROCEDURES, IN ACCORDANCE WITH AWS Dl.2/Dl.2M: 2008 STRUCTURAL WELDING CODE - ALUMINUM. 8. ALL FABRICATION SHALL OCCUR IN THE SHOP OF AN APPROVED FABRICATOR, AS DESIGNATED BY THE LOCAL BUILDING DEPARTMENT. 9. PROVIDE A PROTECTIVE COATING TO MINIMIZE CORROSION FOR ALL STEEL MEMBERS EXPOSED TO WEATHER, MOISTURE, OR SOIL. 10. PROVIDE ISOLATION OF DISSIMILAR MATERIALS INCLUDING A PROTECTIVE COATING FOR ALL ALUMINUM TO BE IN CONTACT WITH STEEL OR CONCRETE. (EXAMPLE: NEOPRENE BARRIER, PLASTIC WASHER, ZINC COATING, OR SIMILAR.) 11. IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO MONITOR STRUCTURAL ELEMENTS AND FASTENERS FOR DAMAGE, CORROSION, OR DETERIORATION. 6/4/2014 9:04:40 AM 4'-0" 15'-0" __-1 MAX. LD A (2)-CONTINUOUS 1 STL. L 2"x2"x3/16" STRINGER BEHIND WALL TO SPAN (16" MAX.) 1_j \ N OVER TWO STUDS ALUM RT 2"x2")24"Al, W/ (2)-1/4" WOOD 1 SCREWS W/ 1-1/2" MIN. PEN.- EXISTING WOOD INTO STUD STUD WALL m ELEVATION @ 16" O.C.| SCALE: ITS. P. .-1 TYPICAL SADDLE )ETAIL j| SCALE: ITS. .XJi.hv- ALUM. PL 5/8"x8"x8" W/ (4)-3/8"0 THRU-BOLTS A,SE'3.E DETAIL </A°4% ap. 06/30/2014*No.075980 =111m »f OF CAL\0>' 1 r, -b 3 9 8" TYP. 6" 11 /3/16 v \ TYP. 1 [) 1 -/1/16 3/lb ' 20 6 STRUCTURAL TECHNOLOGY CON5UL I AN I b UK lib Urrlltle UK ABIC 13 Ir,ALL INI I Dc Ic/ruly/1{kc f un I rl' ....r./.1 W. .VI·,1 ..1 .ii.-·.w wi -Il-li••••-•- -V.