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REV 1 APPROVED BLD BLD2022-1247+Structural_Plans+3.23.2023_12.02.36_PM+3439208GENERALSTRUCTURAL NOTES SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS.) DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND CRITERIA: INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER THE SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2021 EDITION. DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. 2. DESIGN LOADING CRITERIA: 14. DEFERRED SUBMITTALS SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF WASHINGTON. THE OCCUPANCY CATEGORY IBC TABLE 1604.5 ....................... R3 COMPONENT DESIGNER SHALL BE A REGISTERED ENGINEER IF REQUIRED BY THE BUILDING OFFICIAL OF THE LOCAL ROOF SNOW LOAD ............................................ 25 PSF JURISDICTION. BUILDING COMPONENT SUBMITTALS SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S GROUND SNOW LOAD(Pg)...................................... 25 PSF STAMP, AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF FLAT ROOF SNOW LOAD (Pf)..................................... N.A. RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE SNOW EXPOSURE FACTOR(Ce)...................................0.9 CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR THERMAL FACTOR Ct 1.1 ( ) STRUCTURAL DRAWINGS. DEFERRED SUBMITTALS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE INCLUDED IN THE SUBMITTAL. THE ARCHITECT SNOW IMPORTANCE FACTOR (Is)..................................1.0 SHALL FORWARD DEFERRED SUBMITTALS TO THE BUILDING OFFICIAL WHERE REQUIRED. FLOOR LIVE LOAD (RESIDENTIAL).................................40 PSF THE FOLLOWING BUILDING COMPONENTS SHALL BE DEFERRED SUBMITTALS FOR THIS PROJECT: FLOOR LIVE LOAD (PRIVATE BALCONIES AND DECKS) .............. 60 PSF SIMPSON STRONG FRAME DRAWINGS PARTITION LIVE LOADING ...................................... 15 PSF (10 PSF SEISMIC) WOOD: CANOPIES .................................................. SAME AS ROOF SNOW LOAD GUARDRAILS/BALCONY RAILS .................................. 50 PLF OR 200 LB CONCENTRATED LOAD EARTHQUAKE ............................................... N.A. 30. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. WIND ....................................... ....... . ...... N.A. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS AND ALL OTHER JOIST: (2X MEMBERS) DOUGLAS FIR NO. 2 CONTRACT DOCUMENTS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND MINIMUM BASIC DESIGN STRESS, FB = 900 PSI, FV = 180 PSI, E = 1600 CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. KSI IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE BUILDING LAYOUT DIMENSIONS (GRID LAYOUTS, SITE COORDINATES, ETC.) AMONGST ALL TRADES, INCLUDING SHOP FABRICATED ITEMS. (3X AND 4X DOUGLAS FIR NO. 1 4. CONTRACT DRAWINGS / DIMENSIONS ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. MEMBERS) MINIMUM BASIC DESIGN STRESS, FB = 1350 PSI, FV = 180 PSI, E = 1600 CONSULTANT DRAWINGS BY OTHER DISCIPLINES ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. KSI REPORT DIMENSIONAL OMISSIONS OR DISCREPANCIES BETWEEN THE ARCHITECTURAL DRAWINGS AND STRUCTURAL, MECHANICAL, ELECTRICAL, OR CIVIL DRAWINGS TO ARCHITECT PRIOR TO PROCEEDING WITH WORK BEAMS AND STRINGERS DOUGLAS FIR NO. 1 5. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES AND CONDITIONS PRIOR TO COMMENCING (INCLUDING 6X AND MINIMUM BASIC DESIGN STRESS, FB = 1350 PSI, FV = 180 PSI, E = 1600 ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTIONS SHOWN ON THE DRAWINGS ARE INTENDED AS KSI GUIDELINES ONLY AND MUST BE VERIFIED. THE EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED LARGERS MEMBERS) EITHER ON SITE OBSERVATION, ORIGINAL DRAWINGS OR WERE ASSUMED BASES ON EXPECTED CONDITIONS. IF THE EXISTING CONDITIONS DO NOT CLOSELY MATCH THE CONDITIONS SHOWN ON THE DRAWINGS, OR IF THE EXISTING POSTS: (4X MEMBERS) DOUGLAS FIR NO. 1 MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY THE ENGINEER PRIOR TO COMMENCING MINIMUM BASIC DESIGN STRESS, FB = 1350 PSI, FV = 180 PSI, E = 1600 ANY WORK. KSI 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS. (4X AND LARGER DOUGLAS FIR NO. 1 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, MEMBERS) MINIMUM BASIC DESIGN STRESS, FB = 1350 PSI, FV = 180 PSI, E = 1600 SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. KSI 8. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS STUDS, PLATE, DOUGLAS FIR NO. 3 OR STUD GRADE ONLY WILL NOT SATISFY THIS REQUIREMENT. LEDGERS & MISC MINIMUM BASIC DESIGN STRESS, FB = 525 PSI, E = 1400 KSI, FC = 775 PSI 9. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT LIGHT FRAMING FT = 325 PSI SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. NOTES: FINGER JOINTED STUDS MAY BE SUBSTITUTED ONLY IF THEY MEET PRESCRIBED BENDING STRESS & TENSION STRESS CRITERIA 10. ALL STRUCTURAL SYSTEMS COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 11. SEISMIC BRACING AND ANCHORAGE OF MECHANICAL UNITS AND OTHER MECHANICAL FIXTURES NOT SPECIFICALLY SHOWN ON THE PROJECT MECHANICAL DRAWINGS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA. THE MECHANICAL CONTRACTOR MUST HIRE THE ENGINEER AND IS RESPONSIBLE FOR ALL COSTS RELATED TO THE DESIGN, PURCHASE AND INSTALLATION OF SEISMIC BRACING AND ANCHORAGE, SEISMIC BRACING AND ANCHORAGE DESIGN AND CONSTRUCTION SHALL COMPLY WITH CHAPTER 13 OF ASCE 7-10. SEE GENERAL STRUCTURAL NOTE 14 FOR ADDITIONAL INFORMATION. 12. SHOP DRAWINGS FOR REINFORCING STEEL FOR BOTH CONCRETE AND MASONRY CONSTRUCTION), STRUCTURAL STEEL, METAL DECKING, COLD FORMED METAL FRAMING, AND ENGINEERED WOOD I -JOISTS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT IN ACCORDANCE WITH BUILDING DEPARTMENT REQUIREMENTS AT THE TIME OF CONSTRUCTION. 13. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY. THE REPRODUCIBLE SHALL BE MARKED AND RETURNED. 31. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND A.I.T.0 STANDARDS IN A CERTIFIED PLANT. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. CERTIFICATES OF CONFORMANCE MUST BE MADE AVAILABLE TO BUILDING INSPECTORS. INSPECTION IS REQUIRED PRIOR TO COVERING GLUED LAMINATED MEMBERS. HORIZONTAL MEMBERS AND INCLINED MEMBERS OF LESS THAN 1 : 1 SLOPE SHALL HAVE A RADIUSED CAMBER OF 3,500 FT. UNLESS OTHERWISE NOTED. SIMPLE SPAN BEAMS: DOUGLAS FIR COMBINATION 24F-V4 FB = 2400 PSI, FV = 265 PSI, E = 1800 KSI CONTINUOUS OR DOUGLAS FIR COMBINATION 24F-V8 CANTILEVERS BEAMS: FB = 2400 PSI, FV = 265 PSI, E = 1800 KSI COLUMNS: DOUGLAS FIR COMBINATION 1-DF-L3 (2 LAMINATIONS) FC = 1200 PSI, FBYY = 1000 PSI, FBXX = 1250 PSI, E = 1500 KSI (2 LAMINATIONS) FC = 1200 PSI, FBYY = 1250 PSI, FBXX = 1250 PSI, E = 1500 KSI (2 LAMINATIONS) FC = 1550 PSI, FBYY = 1450 PSI, FBXX = 1500 PSI, E = 1500 KSI 32. ENGINEERED LUMBER: EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NER OR ICC-ES REPORT NUMBER, AND THE QUALITY CONTROL AGENCY. ALL MEMBERS SHALL BE MANUFACTURED WITH AN APPROVED ADHESIVE. BEAMS: LAMINATED STRAND LUMBER (LSL) FB = 2250 PSI, E = 1500 PSI, FV = 400 PSI (DEPTH >_ 9 2") FB = 1700 PSI, E = 1300 PSI, FV = 400 PSI (DEPTH < 9 2") PARALLEL STRAND LUMBER (PSL) FB = 2900 PSI, E = 2000 PSI, FV = 290 PSI RIM BOARD: LAMINATED STRAND LUMBER (LSL) FB = 2250 PSI, E = 1500 PSI, FV = 400 PSI (WIDTH >_ 7 a") FB = 1700 PSI, E = 1300 PSI, FV = 400 PSI (WIDTH < 7 4") POSTS: PARALLEL STRAND LUMBER (PSL) FB = 2400 PSI, E = 1800 PSI, FV = 290 PSI, FC = 2500 PSI DESIGN SHOWN ON THE DRAWINGS IS BASED ON LUMBER MANUFACTURED BY WEYERHAEUSER IN ACCORDANCE WITH ICC-ES REPORT NO. ESR-1387. ALTERNATE ENGINEERED LUMBER MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. A CURRENT NER OR ICC-ES REPORT AND A LIST STATING THE ITEM -FOR -ITEM SUBSTITUTION MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR ANY PROPOSED SUBSTITUTE THE JOIST MANUFACTURER SHALL COORDINATE LOCATIONS AND SUPPORT CONFIGURATIONS OF PLUMBING, MECHANICAL UNITS, DUCTS, AND/OR OTHER MISCELLANEOUS ITEMS WITH THE CONTRACTOR PRIOR TO JOIST FABRICATION. THE JOIST MANUFACTURER SHALL DESIGN JOISTS TO FPS PROD. No. 2023-01 SUPPORT ALL LOADS ASSOCIATED WITH SUCH ITEMS. THE JOIST SHOP DRAWINGS SHALL INCLUDE ALL J DESIGN LOADS AND APPROVED HANGER CONNECTION DETAILS TO JOISTS FOR SUPPORT OF HUNG ui MECHANICAL SYSTEM COMPONENTS. Q SUBMIT SHOP DRAWINGS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO ui O FABRICATION. 'ITT' v ALL I -JOIST HANGERS SHALL BE OR'ITS' SERIES, UNLESS OTHERWISE NOTED. z w 34. ROOF, FLOOR & WALL SHEATHING SHALL BE APA RATED, EXTERIOR OR EXPOSURE 1 PLYWOOD OR W ry ORIENTED STRAND BOARD (OSB) IN CONFORMANCE WITH IBC SECTION 2303.1.4. SHEATHING SHALL BE Q MANUFACTURED UNDER THE PROVISIONS OF VOLUNTARY PRODUCT STANDARDS DOC PS 1-07, PS 2-04, -^ LL OR APA PRP-108 PERFORMANCE STANDARDS AND POLICIES FOR STRUCTURAL USE PANELS. SEE V) O DRAWINGS FOR THICKNESS, SPAN RATING, AND NAILING REQUIREMENTS. UNLESS OTHERWISE NOTED, w o WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING OF 24/0. GLUE FLOOR SHEATHING TO ALL SUPPORTING MEMBERS WITH ADHESIVE CONFORMING TO APA SPECIFICATION AFG-01. N CD STRESS CRITERIA 0 00 35. ALL PRESSURE -TREATED (P.T.) WOOD MEMBERS SPECIFIED ON THE DRAWINGS THAT OCCUR ABOVE < GROUND AND CONTINUOUSLY PROTECTED FROM MOISTURE (INTERIOR LOCATIONS) SHALL BE L PRESSURE -TREATED WITH DOT SODIUM BORATE (SBX) WITHOUT NaSi02. AT LOCATIONS PERMANENTLY EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND, WOOD MEMBERS SHALL BE > CU cz O M PRESSURE -TREATED WITH COPPER AZOLE CA-B (HEM -FIR ONLY), OR ALKALINE COPPER QUAT (ACQ-C C\JFOR DOUGLAS-FIR, OR ACQ-D FOR HEM -FIR) PRESERVATIVES UNLESS OTHERWISE NOTED. LLJ AMMONIACAL COPPER ZINC ARSENATE (ACZA) PRESERVATIVE, OR OTHER PRESERVATIVES WITH AMMONIA CARRIERS, SHALL NOT BE USED. SEE GENERAL STRUCTURAL NOTES 50 AND 53 FOR MATERIAL REQUIREMENTS OF CONNECTORS AND FASTENERS IN CONTACT WITH PRESSURE -TREATED MEMBERS. INSTALL 2 LAYERS OF ASPHALT -IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. 36. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO. C-2009. ALTERNATE CONNECTORS CONFORMING WITH IBC SECTION 1716 MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. A CURRENT ICC-ES REPORT AND A LIST STATING THE ITEM -FOR -ITEM SUBSTITUTION MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR ANY PROPOSED SUBSTITUTES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENGINEERING COSTS RELATING TO REVIEW AND/OR RE -DESIGN TO ACCOMMODATE PROPOSED SUBSTITUTIONS. INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, CENTER STRAP ON TO JOINT AND INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, CENTER STRAP ON JOINT AND INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER, WITH EQUAL NUMBER AND SIZE OF FASTENERS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL TIMBER JOISTS AND MULTIPLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "HU" SERIES JOIST HANGERS, UNLESS OTHERWISE NOTED. ALL THEIR TIMBER CONNECTORS IN CONTACT WITH PRESSURE -TREATED WOOD THAT USES PRESERVATIVE CHEMICALS OTHER THAN DOT SODIUM BORATE (SBX) WITHOUT NaSi02 SHALL BE MANUFACTURED FROM ZMAX STEEL BY SIMPSON (6185 STEEL PER ASTM A653), OR TYPE 304 OR 316 STAINLESS STEEL. ALTERNATIVELY, CONNECTORS CAN BE POST HOT DIP GALVANIZED PER ASTM A123 OR MECHANICALLY GALVANIZED PER ASTM B695, CLASS 55 OR GREATER. STAINLESS STEEL FASTENERS SHALL BE USED WITH STAINLESS STEEL CONNECTORS, AND HOT DIP GALVANIZED FASTENERS PER ASTM A153 SHALL BE USED WITH GALVANIZED CONNECTORS 37. WOOD FRAMING NOTES: THE FOLLOWING APPLY UNLESS OTHERWISE NOTED ON THE DRAWINGS: a. ALL WOOD FRAMING DETAILS SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC. MINIMUM NAILING SHALL CONFORM TO IBC TABLE 2304.9.1 OR CURRENT ICC-ES REPORT NER-272. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. INSTALLATION OF LAG SCREWS SHALL CONFORM TO 2005 NDS SECTION 11.1.3, AND INSTALLATION OF BOLTS SHALL CONFORM TO 2005 NDS SECTION 11.1.2. b. WALL FRAMING: TWO STUDS MINIMUM SHALL BE INSTALLED AT THE ENDS OF ALL WALLS, UNLESS OTHERWISE NOTED. INSTALL SOLID BLOCKING FOR WOOD COLUMNS THROUGH FLOOR SPACES TO SUPPORTS BELOW. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16D NAILS AT 12"oc STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS @ 4'-0'oc PER IBC SECTION 2308.6 (EMBED 7"), UNLESS OTHERWISE NOTED. 3" X 3" X 0.229" PLATE WASHERS SHALL BE USED WITH ALL SILL PLATE ANCHOR BOLTS AND INSTALLED PER AF&PA SDPWS-2008 SECTION 4.3.6.4.3. INDIVIDUAL MEMBERS OF BUILT-UP STUD POSTS SHALL BE NAILED TO EACH OTHER WITH 16D @ 12"oc STAGGERED. c. FLOOR AND ROOF FRAMING: INSTALL DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS. INSTALL SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16D NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH 16D @ 12"oc STAGGERED. APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION o��c BUILDING OFFICIAL Apr 07 2023 APPROVED DATE B LD2022-1247 v I wommigno mmm� STRUCTURAL NOTES REVISION Mar 23 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WA`�'''i S ISTE��� SIGNAL PRELIMINARY PERMIT 03-23-23 BIDDING SET CONSTRUCTION REVISION REVISION A2 REVISION 3 REVISION 4 COPYRIGHT © 2023 FRANKLIN PACIFIC STRUCTURAL LLC THESE DOCUMENTS, THE IDEAS AND DESIGNS INCOPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OF FRANKLIN PACIFIC STRUCTURAL LLC AND ARE NOT TO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF FRANKLIN PACIFIC STRUCTURAL LLC. DESIGN JF DRAWN AZ CHECK JF Solol PLOT DATE Mar. 23, 23 NOTES: DRAWING KEY FPS PROJ. 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LEAVE (E) RAFTERS IN PLACE II p DENOTES THE NUMBER OF WALL STUDS X REQUIRED AT BEARING POINT COLUMN WALL BELOW �Z IN WALL HEADER JOIST SPAN DIRECTION • BEAM FRAMING HANGER ` SOLID BLOCKING CENTERED ON COLUMN ABOVE TO BEAM OR WALL MATCH SIZE OF COLUMN ABOVE SHADED AREA DENOTES ROOF FRAMED OVER ROOF BELOW I Lu 0 W 0 U :-> 2: w Lu [):f 0 Of cn 0 LU o Q J � O V CCD 00 -4--• Q w L > v� — U N � F � LU ROOF FRAMING PLAN REVISION Mar 23 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PRELIMINARY PERMIT 03-23-23 BIDDING SET CONSTRUCTION REVISION Al REVISION 2 REVISION 3 REVISION 4 COPYRIGHT© 2023 FRANKLIN PACIFIC STRUCTURAL LLC THESE DOCUMENTS, THE IDEAS AND DESIGNS INCOPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OF FRANKLIN PACIFIC STRUCTURAL LLC AND ARE NOT TO BE USED IN WHOL OR IN PART WITHOUT WRITTEN AUTHORIZATION OF FRANKLIN PACIFIC STRUCTURAL LLC. DESIGN JF DRAWN AZ CHECK JF PLOT DATE I Mar. 23, 23 1 FPS PROJ. No. 1 2023-01 1 RA EXISTING PONY WALL NEW SISTER RAFTERS AT BEDRROM ROOF SCALE: 1-1/2" = 1'-0" w U Z W 0 W Of 0 J L.L y 0� W 0 N O 00 m E W FRAMING DETAILS REVISION Mar 23 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT jO WAshrjN T s NAL o� PRELIMINARY PERMIT 03-23-23 BIDDING SET CONSTRUCTION REVISION Al REVISION 2 REVISION 3 REVISION �Z� COPYRIGHT© 2023 FRANKLIN PACIFIC STRUCTURAL LLC THESE DOCUMENTS, THE IDEAS AND DESIGNS INCOPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OF FRANKLIN PACIFIC STRUCTURAL LLC AND ARE NOT TO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF FRANKLIN PACIFIC STRUCTURAL LLC. DESIGN JF DRAWN AZ CHECK JF S2101 PLOT DATE Mar. 23, 23 FPS PROJ. No. 1 2023-01 1 =W S ON G PONY EXISTING RAFTERS BEYOND TING PONY WALL NEW COLLAR TIE RAFTERS AT BATHROOM SYKLIGHTS SCALE: 1-1/2" = V-0" I Lu 0 w 0 U :-> Z W W ry 0 ry cn 0 W � o Q J LL. a) o CV 00 ) Q F— c/) w n A CU> cn — 0- U CV = 0 E � W FRAMING DETAILS REVISION Mar 23 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT j0 WA3hrjN T s NAL o� PRELIMINARY PERMIT 03-23-23 BIDDING SET CONSTRUCTION REVISION Al REVISION 2 REVISION 3 REVISION �Z� COPYRIGHT© 2023 FRANKLIN PACIFIC STRUCTURAL LLC THESE DOCUMENTS, THE IDEAS AND DESIGNS INCOPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OF FRANKLIN PACIFIC STRUCTURAL LLC AND ARE NOT TO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF FRANKLIN PACIFIC STRUCTURAL LLC. DESIGN JF DRAWN AZ CHECK JF S2102 PLOT DATE Mar. 23, 23