Laserfiche WebLink
GENERAL NOTES <br />DESIGN PARAMETERS <br />CONTENTS <br />CITY OF SANTA ANA <br />qpl <br />SHELTER DESIGN <br />THIS SHELTER HAS BEEN DESIGNED AS AN OPEN STRUCTURE. THE ADDITION OF ANY <br />ENCLOSURE SUCH AS WALLS, INSECT MESH, OR SHADE SCREENS SHALL BE PROHIBITED <br />AS INCREASED WIND FORCES MAY RESULT. <br />STEEL <br />STEEL PLATE SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36. <br />HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO THE REQUIREMENTS OF ASTM <br />A500, GRADE B (Fy = 46 KSI). <br />WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WELDING SOCIETY'S <br />SPECIFICATIONS FOR THE MATERIAL BEING WELDED. <br />WELDING ELECTRODES SHALL BE E70XX. <br />STRUCTURAL STEEL COMPONENTS SHALL BE COATED WITH SUPER DURABLE POLYESTER <br />TGIC POWDER COAT FINISH MEETING AAMA 2604-02 SPECIFICATION. <br />WOOD <br />WOOD ROOF SUB -DECK SHALL BE TONGUE AND GROOVE SOUTHERN YELLOW PINE, KILN <br />DRIED, #1 GRADE OR BETTER, 2" x 6" NOMINAL DIMENSIONS. <br />WOOD SUB -DECK SHALL BE COVERED WITH FELT PAPER PRIOR TO METAL ROOF DECK <br />INSTALLATION. <br />ROOF DECK <br />INTERLOCKING SEAL GALVALUME ROOF DECK SHALL BE ROLL FORMED FROM ASTM A792 <br />GRADE 50 STEEL AND SHALL CONFORM TO THE DECK PROFILE SHOWN ON THE DRAWING. <br />ROOF DECK COIL SHALL BE COATED WITH HEAT REFLECTIVE BASF ULTRA -COOL COATING <br />OR APPROVED EQUAL. <br />METAL TRIM FOR ROOF DECK SHALL MATCH ROOF DECK COIL, SLIT TO REQUIRED WIDTH <br />AND DIE -FORMED TO REQUIRED SHAPE. <br />FASTENERS <br />HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A325. <br />SCREWS SHALL BE 12-24 HEX WASHER HEAD #5 POINT SELF DRILLING SCREWS. <br />HIGH STRENGTH BOLTS SHALL BE HOT DIP GALVANIZED. ALL SCREWS SHALL BE <br />STAINLESS STEEL OR COATED WITH ZINC. <br />ALL BOLTS SHALL BE TIGHTENED TO A SNUG -TIGHT CONDITION AS DEFINED IN THE 2004 <br />RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC) SPECIFICATION FOR <br />STRUCTURAL JOINTS USING A325 OR A490 BOLTS. <br />SHOP FABRICATION AND FIELD ASSEMBLY <br />ALL STRUCTURAL STEEL AND ALUMINUM COMPONENTS SHALL BE SHOP FABRICATED SO <br />THAT FIELD ASSEMBLY OF CONNECTIONS CAN BE PERFORMED USING ONLY BOLTING AND <br />SCREW PLACEMENT. <br />THIS SHELTER IS DESIGNED FOR EXACT FIT. FIELD MODIFICATIONS SUCH AS CUTTING OR <br />DRILLING PARTS WITHOUT PRIOR AUTHORIZATION FROM THE MANUFACTURER WILL VOID <br />THE PRODUCT WARRANTY. <br />ALL SHOP WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS. <br />ALL SHOP WELDS SHALL BE IN STRICT ACCORDANCE WITH THE STRUCTURAL WELDING <br />CODE AWS D1.1 OF THE AMERICAN WELDING SOCIETY SPECIFICATIONS. ALL STRUCTURAL <br />WELDS SHALL BE IN COMPLIANCE WITH THE REQUIREMENTS OF "PRE -QUALIFIED" WELDED <br />JOINTS. ALL WELDING SHALL CONFORM TO AWS A5.18 : ER70S-6 SERIES E70XX <br />ELECTRODES - LOW HYDROGEN. <br />FIELD WELDING SHALL NOT BE REQUIRED. <br />#B2505264 <br />oQ�pF ES SIOHq <br />law, <br />J � <br />C 97815 <br />b C-L a � <br />`r\�,q C IV 11. \E� ��OF CAS � <br />=11-2025 <br />ENGINEER <br />DOTec ENGINEERING <br />ADDRESS: 424 JEFFERSON STREET <br />ST CHARLES, MO 63301 <br />PHONE: (636) 724-9872 <br />WEB: www.dotecengineering.com <br />MANUFACTURER <br />AMERICANA OUTDOORS <br />ADDRESS: #2 INDUSTRIAL DRIVE <br />SALEM, IL 62881 <br />PHONE: (800) 851-0865 <br />WEB: www.americana.com <br />BUILDING CODES: <br />2022 CALIFORNIA BUILDING CODE <br />ASCE 7-16 <br />ROOF DEAD LOAD: 5 PSF <br />ROOF LIVE LOAD: 20 PSF <br />GROUND SNOW LOAD: 0 PSF <br />ROOF SNOW LOAD: 0 PSF <br />BASIC WIND SPEED: 105 MPH (3 SECOND GUST) <br />WIND EXPOSURE: C <br />SOIL BEARING STRENGTH: 2000 PSF <br />SOIL SITE CLASS: D (ASSUMED) <br />SEISMIC SS: 1.335 <br />SEISMIC S1: 0.477 <br />SEISMIC SDS: 1.068 <br />SEISMIC SD1: 0.580 <br />SEISMIC DESIGN CATEGORY: D <br />SEISMIC RESISTING SYSTEM: STEEL ORDINARY CANTILEVER COLUMN <br />RESPONSE MODIFICATION FACTOR: 1.25 <br />SEISMIC RESPONSE COEFFICEINT: 1.068 <br />SEISMIC ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE <br />BUILDING DATA <br />OCCUPANCY CLASSIFICATION: U (ACCESSORY / MISC.) <br />RISK CATEGORY: III <br />CONSTRUCTION TYPE: II-B <br />FLOOR AREA: 1243 SQ. FT. <br />OCCUPANCY LOAD: 7 SQ. FT. / OCCUPANT = 177 OCCUPANTS <br />PROJECT / LOCATION <br />5306 W MCFADDEN AVE <br />SANTA ANA, CA 92704 <br />MODEL <br />22' x 56'-6" <br />MONOSLOPE SHELTER <br />DWG. NO. 224730-1 <br />JOB NO. 224730-1 <br />P.O. NO. CA 83188 <br />Cl COVER SHEET <br />C2-C3 SPECIAL INSPECT <br />S1 PLAN AND ELEVAT0 <br />S2 FOUNDATION PLAN P <br />S3 STRUCTURAL FRAM I I <br />S4 FRAMING CONNECTIl <br />S5 ROOFING DETAILS <br />D1-D8 STEEL FABRICATI <br />DRAWN BY <br />TG <br />CHECKED BY <br />Approve <br />0V61�sPERMIT ISSUANCI <br />JD SECTION <br />G <br />N DETAILS <br />Master ID: <br />DRAWN DATE <br />5/13/2025 <br />REVISE DATE <br />SHEET <br />cl <br />OF 16 SHEETS <br />