820 CADY RD BLDG D BLDG D 2021-11-01

W. 4 STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) ENGINEERING CODE 250 4TH AVE.S.,SUITE 200 EDMONDB.WASHINGTON 98020 ALL MATERIALS,WORKMANSHIP,DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, PHONE(425)778-8500 SPECIFICATIONS,AND THE INTERNATIONAL BUILDING CODE(IBC),2015 EDITION.SPECIFICATIONS AND STANDARDS FAX(425)778-5536 WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS DEAD LOADS: ROOF 15 POP FLOOR 15 PSF ( LIVE LOADS: ( EL7\ C - ROOF(SNOW LOAD) 25 PSF ,J RESIDENTIAL 40 PSF (LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER AC SECTION 1607.10). r o Fc FOUNDATIONS:SPREAD FOOTINGS wS M. SOILS REPORT: NOT AVAILABLE AT TIME OF DESIGN ON; 1T4 ;14,",, ALLOWABLE SOIL PRESSURE: 1500 PSF(PER IBC 2015 TABLE 1806.2) r . 4 'T I V / . •- LUMBER Q 40.0 I! `�ree II, GRADNG RULES,KIALL GDES ILN-DRIED TOED ARE I MU MC 11 AND OFDES RTHEE FOLLOWING MINIMUM STANDARDSEQUIRED.ALL LUMBER SHALL BE IN ORDANCE WITH WWPA 2 I , �/`Q yl/ SIZE CLASSIFICATION SPECIES GRADE Fb(PSI) Fc(PSI) Z/2C 00 00 SLEEPERS DOUG-FIR STUD 700 - -_ -- LIGHT FRAMING(STUDS) HEM-FIR STUD 675 BOO CO we 2x JOISTS AND PLANKS HEM-FIR k2 850 - PLATES AND BLOCKING HEM-FIR k2 850 - 6x AND LARGER BEAMS AND DOUG-FIR k2 875 - t C C I I 1� STRINGERS !! 4n AND SMALLER BEAMS AND HEM-FIR k2 850 - STRINGERS ALL POSTS AND TIMBERS DOUG-FIR k1 1200 1000 FQH- REFER TO PLAN NOTES,SCHEDULES,AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. .) F- _ z UNLESS NOTED OTHERWISE IN THE PLANS,ALL WOOD AND WOOD-BASED MEMBERS EXPOSED TO WEATHER OR IN -_-3 I--o O m CONTACT WITH CONCRETE,MASONRY,OR WITHIN 8"OF SOIL SHALL BE PRESERVATIVE-TREATED BY x F N VACUUM-PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD Si. c �� w'r �? K F NAILS,BOLTS,AND METAL CONNECTORS FOR WOOD ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS(NDS)FOR C - TYP DOUBLE 0 o- WOOD CONSTRUCTION,LATEST EDITION.NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.9.1 NAILING ri TOP PLATE SCHEDULE.ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL �~ Ik .AWN O MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES: / N NAIL SHANKO MIN LENGTH to I/ r ! II� O•--I8d COMMON 0.1310 21/2"SHANK + �' ••�- .--I100 COMMON 0.1480 3"SHANK SUII ED A E ERIO(ONLRur REQUIRED AT EXTERIORSC12d COMMON 0.1480 31/4"SHANK HEADERS GREATER Q16d COMMON 0.1620 3 1/2"SHANK DESIGN: WMS 1Od BOX NAILS MAY RE SUBSTITUTED FOR Ed COMMON NAILS WITH NO CHANGE IN NAILSPACING.FRAMING MEMBERS MAY BE NAILED WITH 16d SINKERS(0.148.0 x31/4"),BUT ONLY 16d COMMON NAILS SHALL BE USED (6)0.131"0x3"NAILSIli I DRAWN: .LEG WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET.ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS '" ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION. CHECK: CMJ ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307.PROVIDE WASHERS UNDER THE HEADS AND NUTS TYPICAL STUDSI' BEAM OR HEADER PER UpB NO: 20374.1O OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD.LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THEDATE: 11/25/20 SHANK AND THREADED PORTIONS PER NOS 11.1.3. ) 4 I NAILINGPERTYPCONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE"STRONG-TIE"BY SIMPSON COMPANY,CATALOGBUILT-UP STUD ,'ITO BE THE LATEST EDITION,OR ENGINEER APPROVED EQUAL.CONNECTORS SHALL BEINSTALLED IN ACCORDANCECOLUMN DETAIL WITH THE MANUFACTURER'S RECOMMENDATIONS ANDWITH THE NUMBER AND SIZE OF FASTENERSAS SPECIFIED - .1 '0 BY THE MANUFACTURER.WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS,PLACE ONE-HALF OF THE NAILS, SCREWS,OR BOLTS IN EACH MEMBER. AT INSTALL SOLID BLOCKING AT ALL BEARING POINTS.ALL SHIMS SHALL BE SEASONED,DRIED,AND THE SAME GRADE HOLDOWNOW CHS: PERPROVIDE SEWSULL HT CRIPPLEUMNSCH PLAN CHORDS PER HD SCHED. AND COLUMN SCHEDULE OR (MINI MUM)AS MEMBERS CONNECTED. OTHERWISE:(1)20 FULL HT STRUCTURAL NOTES EXISTING BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS,MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING O SECOND FLOOR FRAMING PLAN © CI TYPICAL HEADER DETAIL DEPICTED IN THE DRAWINGS,AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE '-0 REDESIGN. SCALE: 1/4"=1 " IT�-1 SCALE: 1"=1'-0" CONTRACTOR RESPONSIBLE FOR COMPLETELY SEAUNG ALL AREAS WHERE EXISTING ROOF MATERIAL IS PENETRATED OR REMOVED.PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH. TYPICAL FLOOR FRAMING PLAN NOTES: GENERAL I. COLUMNS SHOWN ON PLANS SHALL BE CONTINUED DOWN STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL CIVIL ELECTRICAL AND TO THE FOUNDATION UNLESS CARRIED BY A BEAM BELOW. M CV '^ MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND M C) V/CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING.ANY DISCREPANCIES SHALL BE BROUGHT TO THE W V) ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. Z fl F- J_ CONTRACTOR TO SEE ARCHITECTURAL,CIVIL ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION M i_ 0 Z .CC OF PIPE,VENT,DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. i- 0 Z CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL N W PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. 03 O w CD Q CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL 0 0 Q ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION.CHANGES SHOWN ON SHOP DRAWINGS Q IX cki ONLY WILL NOT SATISFY THIS REQUIREMENT. Ce 3 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE CONDITIONS ARE NOT Q >SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO I— CONSTRUCTION SHALL BE USED,SUBJECT TO REVIEW AND A APPROVAL BBY THE A CHITECT AND THE STRUCTURAL IX Q )S SHOWN,SIMILAR DETAILS OF 0 0 ~" U Cl') ENGINEER. U w D Z Q Q N > H J f O Cp w (/) 0- H SHEET: • CITY OF EVERETT • REVIEWED FOR PERMIT S1.1