1812 HEWITT AVE 2024-03-05 - Laserfiche WebLink

BUILDING CODE 2018 INTERNATIONAL BUILDING CODE DEAD LOAD: 15 psf FLAT ROOF SNOW LOAD: 25 psf SNOW EXPOSURE FACTOR (Ce): 1.1 SNOW LOAD IMPORTANCE FACTOR (Is): 1.0 THERMAL FACTOR (Ct): 1.1 WORKING WE3GHT - 6041bf [UNIT 4WCZ6D481 WIND DESIGN DATA 1. BASIC WIND SPEED: 110 MPH 2. WIND IMPORTANCE FACTOR (Iw): 1.0 BUILDING CATEGORY: II 3. WIND EXPOSURE: B 4. Kzt - 1.0 5. INTERNAL PRESSURE COEFFICIENT: NA 6. APPLICABLE WIND PRESSURE FOR RTU - 31.4PSF (1609.6.2) SESIMIC DESIGN DATA 1. SEISMIC IMPORTANCE FACTOR: 1.0 SEISMIC USE GROUP: 1 4. SPECTRAL RESPONSE COEFFICIENTS (SDS): 99.3SG 3. SEISMIC DESIGN CATEGORY. D 4. MECHANICAL & ELECTRICAL COMPONENTS: AIR COOLERS, AIR-COLLED HEAT EXCHANGERS, CONDENSING UNITS, DRY COOLERS, REMOTE RADIATORS, AND OTHER MECHANICAL COMPONENTS ELEVATED ON INTERGRAL STRUCTURAL STEEL OR SHEET METAL SUPPORTS 5. ap - 2.5. Rp - 3, OMEGA -JOT - 1.5 (ASCE 7-16 T 13.6-1) 6. COMPONENT Fp - 6951bf; CONNECTION Fp - 6951bf FRAMING LUMBER 1. FRAMING LUMBER SHALL BE DOUGLAS FIR/LARCH NO.1 FOR POSTS, BEAMS, AND HEADERS; HEM -FIR NO.2 FOR 2X AND 3X JOISTS, AND STUDS; AND HEM -FIR NO.2 FOR ALL TOP AND BOTTOM PLATES (GRADES ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS). LUMBER TO BE GRADE MARKED PER WCUB SPECIFICATIONS. 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. 5. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 16% FOR ALL STRUCTURAL MEMBERS. 6. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS 1/16- UNLESS OTHERWISE NOTED. LAG BOLT PILOT HOLES SHALL BE PRE -DRILLED TO BOX OF THE NOMINAL DIAMETER OF THE LAG BOLT UNLESS OTHERWISE NOTED. 7. ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. (SEE NOTE 1 FOR MINIMUM GRADE INFORMATION). ALL FOUNDATION BOLTS AND CONNECTORS MUST BE HEAVY GALVANIZEDED, OR Z-MAX COATING TO PROTECT FROM OXIDATION. 8. FIELD -CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE PRESERVATIVELY TREATED WOOD SHALL BE RETREATED IN THE FIELD IN ACCORDANCE NTH AWPA M4. IRC 320.3.1 9. FRAMING ANCHORS FOR JOISTS, PURUNS AND POSTS SHALL BE SIMPSON, OR APPROVED EQUAL APPROVAL MUST BE OBTAINED IN WRITING PRIOR TO INSTALLATION. FILL ALL FASTENER HOLES WITH FASTENER TYPES (NAILS, BOLTS, ETC.), SIZES, AND QUANTITIES AS SPECIFIED BY THE MANUFACTURER. 10. CONTACT THIS OFFICE PRIOR TO MAKING ANY CHANGES TO THESE DETAILS AND NOTES. GFNERAI 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED PRIOR TO ERECTION. 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK. 6. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER. 7. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT. S. COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS REWIRED FOR DUCTS, PIPES, PIPE SLEEVES, ELECTRICAL CONDUITS, AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK. 9. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARD DETAILS FOR HEATERS, MECHANICAL EQUIPMENT, VENTS, DUCTS, PIPING, ETC. ALL SUSPENDED MECHANICAL EQUIPMENT SHALL BE SWAY OR LATERALLY BRACED. 10. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE MODIFICATION TO DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. 11. ARCHITECTURAL AND MECHANICAL PLANS ARE CONSIDERED A PART OF THE STRUCTURAL DESIGN DRAWINGS AND ARE TO BE USED TO DEFINE DETAIL CONFIGURATIONS INCLUDING; BUT NOT LIMITED TO RELATIVE LOCATION OF MEMBERS, ELEVATIONS, DIMENSIONS AND6�ffrbTAI �p F4C% Structural Design Associates 3006 RUCKER AVE Everett, WA 98201 PHONE: 425.339.0293 FAX: 425.252.0916 www.strucdes.com REVIEWED FOR PERMIT Ion w C Z Z C g = a � a JQ CS M LL a � 2 (D Lu w Q U) LL Rn J Z Q W .0 N r7 N in Q W O W w 0 or`°�\�=g�" N 00 00 LU 0 US w Z CC (//I N QU 0) O -0 O1 Yk 4� t7 -F, N U `' M °� CL 3 C O C QJ 0Q M Q U O �-+ 3 CL O N a)a i7 O I_ a 0 Ir THIS SET OF DRAWINGS SHALL BE ON JOB SITE AT ALL TIMES. ��^ 5 COvfAC Additional Permits Are Required irk cJ64 K �a o For This Project To Include: Gr�trrE.0 ra Or s*tEE�• tS . 34 ❑ Plumbing ❑ SprinklerroNAL, ❑ Mechanical ❑ Fire Alarm JULY 22, 2022 Et Electrical 1812 H EWI TT NEW R TU CDrawn heckedB y CICBC Date: 07-20-2022 STRUCTURAL 1812 HEWITT AVE. SDA JOB NO. NOTES EVERETT, WA 9576 S-