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APPROVED BLD RESUB 1-Structural_Analysis_or_Calculations+12.6.2021(THE FOLLOWING APPLY UNLESS SHOWN DIFFERENTLY OTHERWISE ON THE PLANS) CRITERIA 1. ALL MATERIALS WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE 2018 INTERNATIONAL BUILDING CODE (IBC). 2. DESIGN LOADING CRITERIA SNOW LOAD Pf = 25 PSF RESIDENTIAL LIVE LOAD 40 PSF 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED FOR REFERENCE ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES GENERAL RESIDENTIAL STRUCTURAL NOTES WOOD 19. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.I.B. STANDARD GRADING RULES FOR WEST COAST LUMBER N0. 17, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS. JOISTS: (2X, 3X, AND 4X MEMBERS) HEM -FIR N0.2 MINIMUM BASE VALUE, Fb = 850 PSI STUDS PLATES &MISCELLANEOUS LIGHT FRAMING DOUGLAS FIR LARCH OR HEM -FIR N0.2 Fa = 850 PSI, Fc =1,300 PSI 20. LAMINATED VENEER LUMBER (LVL� EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, PRODUCT DESIGNATION OR TYPE, THE PRODUCTION DATE, SPECIES OR SPECIES GROUP DESIGNATION, AND THE QUALITY CONTROL AGENCY. MEMBERS SHALL BE GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. STRUCTURAL CAPACITIES SHALL BE ESTABLISHED IN ACCORDANCE WITH ASTM D5456 AND PRODUCT SHALL HAVE AN APPROVED ICC-ES EVALUATION REPORT. MEMBERS SHALL BE TRANSPORTED AND STORED PER MANUFACTURERS RECOMMENDATIONS AND SHALL NOT BE EXPOSED TO PROLONGED MOISTURE. MINIMUM REQUIRED DESIGN PROPERTIES: Fb = 2600 PSI, Fv = 285 PSI, E = 2,000,000 PSI. DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY WEYERHAEUSER. ALTERNATE MANUFACTURERS MAYBE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL ANDIOR DIRECT 21. PLYWOOD SHEATHING SHALL BEGRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1-09 OR PS 2-10 AND RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE ANDIOR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY AMERICAN PLYWOOD ASSOCIATION PERFORMANCE STANDARD PRP-108. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY INDEX MAYBE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. EACH PANEL SHALL BE DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. IDENTIFIED FOR GRADE AND GLUE TYPE BY THE TRADEMARKS OF AN APPROVED TESTING AND GRADING AGENCY. 7. 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 ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. 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 AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE 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. r_�nT�rur,nrnl 10. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE IS ASSUMED AND, THEREFORE, MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE, UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. ALLOWABLE SOIL PRESSURE DCAIn\/ATInAI 2,000 PSF 11. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. 12. CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL EXTERIOR WALLS, EXISTING TOILET ROOM FLOORS AND WALLS, AREAS SHOWING WATER STAINS, AND ALL WOOD MEMBERS IN BASEMENT AND CRAWL SPACES. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER. 13. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE CONTRACTOR SHALL BRING ALL CONFLICTS AND DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER. CONCRETE 14. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE SECTION 1905 AND ACI 301-11. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 3,000 PSI, SHALL CONTAIN NO LESS THAN 5'/z SACKS OF CEMENT, HAVE A MAXIMUM WATER I CEMENT RATIO OF 0.45, AND A SLUMP OF 5" OR LESS. CONCRETE HAS BEEN DESIGNED USING 2,500 PSI PER INTERNATIONAL BUILDING CODE SECTION 1705.3 EXCEPTION 2.3 TO AVOID SPECIAL INSPECTIONS. ALTERNATE MIX DESIGNS NOT MEETING THE REQUIREMENTS ABOVE SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD, AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH CHAPTER 5 OF ACI 318-11. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BEAIR-ENTRAINED WITH ANAIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494M, AND C618. UNLESS OTHERWISE NOTED THE TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE 5% IN ACCORDANCE EXPOSURE CLASS F1 PER ACI 318-11 TABLE 4.3.1 AND TABLE 4.4.1. 15. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENTS S1), GRADE 60, fy = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 16. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI SP-66-04 AND 318-11. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 48 BAR DIAMETERS OR 2'-0"MINIMUM. A MAXIMUM OF ONE HALF OF THE TOTAL REINFORCEMENT SHALL BE LAPPED WITH THE REQUIRED LAP LENGTH. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. FIELD BENDING OF GRADE 60 REINFORCEMENT SHALL NOT BE ALLOWED. 17. CONCRETE PROTECTION (C FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" ALL OTHER SURFACES 1-112" 18. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. 22. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE, PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC. AND CONCRETE OR MASONRY. PRESSURE TREATED LUMBER SHALL COMPLY WITH THE AMERICAN WOOD PROTECTION ASSOCIATION (AWPA) STANDARD U1, COMMODITY SPECIFICATION A OR HAVE EQUIVALENT ICC-ES APPROVAL. 23. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C- C-2021. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON AND MAXIMUM NUMBER OF NAILS AS SPECIFIED BY THE MANUFACTURER SHALL BE PROVIDED. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL SAWN LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS"SERIES JOIST HANGERS AND ALL PREFABRICATED PLYWOOD WEB JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "IUS"SERIES JOIST HANGERS UNLESS NOTED OTHERWISE. ALL CONNECTIONS IN CONTACT WITH PRESERVATIVE -TREATED ORFIRE-RETARDANT-TREATED WOOD, SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. HOT DIPPED GALVANIZED FASTENERS SHOULD CONFORM TO ASTM STANDARD 153, AND HOT DIPPED GALVANIZED CONNECTORS SHOULD CONFORM TO ASTM STANDARD A653 (CLASS G-185). STAINLESS STEEL FASTENERS AND CONNECTORS SHOULD BE TYPE 304 OR 316. NOTE: ELECTROPLATED GALVANIZED FASTENERS AND CONNECTORS ARE NOT TO BE USED WITH PRESSURE TREATED WOOD. SIMPSON PRODUCT FINISHES CORRESPONDING TO THE ABOVE REQUIREMENTS ARE ZMAX (HOT DIPPED GALVANIZED) AND SST300 (STAINLESS STEEL). STAINLESS STEEL HARDWARE AND FASTENERS SHALL NOT BE COMBINED WITH UNTREATED OR GALVANIZED MATERIAL. 24. WOOD FASTENERS: A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 6d 2" 0.113" 8d 2-112" 0.131" 10d 3" 0.148" 12d 3-114" 0.148" 16d 3-112" 0.162" DESIGN IS BASED ON COMMON STEEL WIRE NAILS MEETING THE REQUIREMENTS OF ASTM F1667. USE OF ALTERNATE FASTENERS MUST BE SUBMITTED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO THE START OF CONSTRUCTION. B. NAILS -PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED 25. WOOD FRAMING NOTES -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.10.1 OF THE INTERNATIONAL BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE AS SPECIFIED ABOVE. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. INSTALLATION OF BOLTS AND LAG SCREWS SHALL CONFORM TO SECTIONS 12.1.3 AND 12.1.4 OF THE 2018 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. NATURALLY DURABLE OR PRESSURE TREATED WOOD SHALL BE PROVIDED WHERE REQUIRED BY SECTION 2304.12 OF THE INTERNATIONAL BUILDING CODE. B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2X6 AT 16" O.C. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2 x 8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED AND SHALL BEAR FULLY ON A MINIMUM OF TWO STUDS. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE SOLID BLOCKING BETWEEN STUDS AT MID -HEIGHT OF ALL STUD WALLS OVER 10' IN HEIGHT. STUDS MAYBE NOTCHED, CUT, OR PENETRATED WITH ROUND BORED HOLES AS FOLLOWS: STUD SIZE MAXIMUM NOTCH I CUT MAXIMUM BORED HOLE 2X4 718" 1-318" 2X6 1-318" 2-118" BORED HOLES SHALL NOT BE LOCATED WITH 518" FROM THE EDGE OF THE STUD OR AT THE SAME LOCATION AS A NOTCH OR CUT. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TW016d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TW016d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d AT 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE EIGHT 16d NAILS AT 4" O.C. EACH SIDE OF JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12" O.C. STAGGERED OR BOLTED TO CONCRETE WITH 518"DIAMETER ANCHOR BOLTS (WITH 7"MINIMUM EMBEDMENT) @ 4'-0" O.C. UNLESS INDICATED OTHERWISE. PROVIDE 3"x3" x114" HOT -DIPPED GALVANIZED PLATE WASHERS AT ALL ANCHOR BOLTS. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH 16d NAILS @ 12" O.C. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH NAILS AT 7" O.C. USE 5d COOLER NAILS FOR 112" GWB AND 6d COOLER NAILS FOR 518" GWB. PROVIDE 15132"APA RATED SHEATHING (SPAN RATING 2410) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UNSUPPORTED EDGES), TOP AND BOTTOM PLATES WITH 8d NAILS @ 6" O.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH NAILS @ 12" O.C. ALLOW 118" SPACING AT ALL PANEL EDGES AND ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. NOTCHES AT THE END OF JOISTS AND RAFTERS SHALL NOT EXCEED 114 THE DEPTH OF THE MEMBER. NOTCHES IN THE TOP OR BOTTOM SHALL NOT EXCEED 116 THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED WITHIN THE MIDDLE 113 OF THE SPAN. THE DIAMETER OF ROUND HOLES BORED IN JOISTS AND RAFTERS SHALL NOT EXCEED 113 OF THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED WITHIN 2" FROM THE TOP OR BOTTOM EDGE. TOENAIL JOISTS TO SUPPORTS WITH TW016d 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 TWO ROWS OF 16d @ 12" O.C. ATTACH RAFTERS AT BEARING LINES WITH H2.5 @ 24" O.C. UNLESS OTHER METAL CONNECTIONS ARE PROVIDED. UNLESS OTHERWISE NOTED ON THE PLANS, APA RATED ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS AND NAILED WITH NAILS @ 6" O.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" O.C. TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTSITRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE -AND -GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 118" SPACING AT ALL PANEL EDGES AND ENDS OF ALL ROOF AND FLOOR SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" O.C. UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PLYWOOD PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. ;ADDITIONAL ARCHITECTUAL ;PLANS TO BE ON SITE AT TIME OF INSPECTION ALL WORK SUBJECT � TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE RESUB Dec 07 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CAIi�iENRN QUINN - smUC111RRllll ' EN6INEENN6 2033 Sixth Ave. Ste 995 Seattle, WA 98121 No. Description Date 0 Z O W J r M N N M DEDICATED APPROVAL STAMP S PAC E GENERAL STRUCTURAL NOTES 9532 231ST PL SW, EDMONDS, WA PERMIT # DATE S1.0 scale 3/4" = 1'-0" FOUNDATION PLAN NOTES 1. CONTRACTOR TO VERIFY EXISTING FOUNDATION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. ��NRN QUINN smuciil�u I:N6INI:I:NfI� 2033 Sixth Ave. Ste 995 Seattle, WA 98121 PS Vy U�p �oF wAsy��c .9 37 0 �, � QO�. S'T/?(1CTU�P ��� FSS��NAL ENS'\ No. Description Date 1 CORR. #1 12.03.21 (E) FOOTING � � � I I � I Q I I I I I I I I I I I I I I I I I I I Z I I I 1= (E) FOOTING I I (E) SLAB ON GRADE I I I O I I I 0 I I (E) FOOTING I I I � EPDXY DOWEL (2)#4x2'-0" BOT I W I I I INTO (E) FOOTING. EMBED 4" MIN. TYPICAL (5) LOCATIONS I I I (E) CRAWL I SPACE FRAMING I I r_. I I � -0" SQUARE x 8" I I DEEP FOOTING wl I I I J I I I (2)#4 EA WAY BOT I I I � — — — � I 2'-0" SQUARE x 8" I DEEP FOOTING wl I (2)#4 EA WAY BOT I I � I � --s 0 - I I � M N M I � � I `��� `ti�� I � 4 4 I (E) FOOTING � I (E) CRAWL I I I SPACE FRAMING I I OVERFRAME FLOOR wl 2x10 I -I � " SLEEPERS @ 16"oc &'/Z" PLYWOOD SHEATHING. REFER TO DETAIL I 2'-0" SQUARE x 8" I DEEP FOOTING wl I (2)#4 EA WAY BOT I I XX � � � 31S3.0. REFER TO ARCH FOR FINAL FLOOR ELEVATION ,�o � s� II DEDICATED APPROVAL 4 S3.0 /� I STAMP S PAC E (E) FOOTING FOUNDATION PLAN FOUNDATION PLAN RESUB 9532 231ST PL SW, Dec 07 2021 EDMONDS, WA CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PERMIT # DATE S- Scale 1 /4" = 1'-O" WOOD FRAMING PLAN NOTES (E) FLOOR FRAMING (4)13/4 x 9'/4 LVL FB LEVEL 2 FRAMING PLAN i u 0 u i u 0 u 1. CONTRACTOR TO VERIFY EXISTING FRAMING AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. ALL COLUMNS SHALL BE DOUBLE STUDS MINIMUM, U.N.O., WITH BEAM OR HEADER BEARING FULLY ON COLUMN. 3. ATTACH MULTI -PLY LVL BEAMS TOGETHER PER DETAIL 121S3.0 FRAMING PLAN LEGEND � WALLS BELOW � � WALLS ABOVE ® COLUMNS BELOW e1 COLUMNS ABOVE n �'� HANGER FB INDICATES FLUSH BEAM X SX.XX INDICATES DETAIL X ON SHEET SX.XX SPAN AND EXTENTS RESUB Dec 07 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BYKONEN �ERNiNER smuciil�u EN6INEENN6 2033 Sixth Ave. Ste 995 Seattle, WA 98121 No. Description Date 1 CORR. #1 12.03.21 Q Z O W J H M N N M DEDICATED APPROVAL STAMP S PAC E LEVEL 2 FRAMING `► 9532 231 ST PL SW, EDMONDS, WA PERMIT # DATE S- Scale 1 /4" = 1'-0" CA�NRN QUINN S1RUC111RAL EN6INEENN6 2033 Sixth Ave. Ste 995 Seattle, WA 98121 PS Vy U�p �oF wAsy��c .9 37 0 �, � QO�. S'T/?(1CTU�P ��� FSS��NAL ENG\ No. Description Date Q Z O (E) ROOF FRAMING W J H M N N M DEDICATED APPROVAL STAMP S PAC E ROOF FRAMING ROOF FRAMING PLAN PLAN RESUB 9532 231ST PL SW, Dec 07 2021 EDMONDS, WA CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PERMIT # DATE S- Scale 1 /4" = 1'-0" CA�NRN QUINN S1RUC111RAL EN6INEENN6 2033 Sixth Ave. Ste 995 Seattle, WA 98121 NEW SLEEPERS &SHEATHING PER OVERFRAMED FLOOR �, PLAN. SLEEPER DIRECTION � (E) WALL wl STUD ELEVATION PER ARCH VARIES -INSTALL PERPENDICULAR (E) CRAWL SPACE PACK PER PLAN TO (E) CRAWL SPACE JOISTS (FRAMING DIRECTION VARIES) (E) NAILS (VERIFY IN FIELD) S Vy Z�� °� �Sy'ti c9 U '' 37 0 �, � QO�. S'T/?(1CTU�P ��� FSS��NAL ENS'\ PROVIDE (2)'/z"Q� ANCHOR (E) WALL wl STUD BOLTS SPACED EVENLY AT PACK PER PLAN � NEW FOOTING. EMBED 5"MIN No. Description Date (E) CRAWL SPACE ° DEMO (E) FOOTING AND INSTALL 1 CORR. #1 12.03.21 FRAMING &SHEATHING NEW FOOTING wl EPDXY DOWELS INTO ADJACENT (E) FOOTINGS PER PLAN 0 1 2 3 4 Q 0 Z BEAM PER PLAN TOE O NAIL TO SUPPORT wl(2)16d EA. SIDE W STUD WALL J PER PLAN BEAM PER PLAN TOE � NAIL TO SUPPORT M wl(2)16d EA. SIDE N N M STUDS PER PLAN — STUD WALL PER PLAN 5 6 7 Typical Beam To Stud Connection $ DEDICATED APPROVAL CV STAMP S PAC E CV SECTION (2) ROWS (6)'/4"Ox6"SDS SCREWS EACH SIDE BEAM LUS SERIES SPACED AS SHOWN BELOW HANGER TYPICAL MULTI -PLY — MULTI -PLY BEAM PER BEAM ATTACHMENT PLAN. ATTACH PER 121S3.0 "' N SCREWS PER 121S3.0 � E TA � L S HANGER PER PLAN CV 1' - 4" 4" 4" 4° (E) JOISTS ° ° ° ° � � ° ° ° MULTI -PLY BEAM PER ° ° ` PLAN. ATTACH wl'/4"Q�x6" 0 0 SDS SCREWS @ 16"oc 9532 231 ST PL SW, U w� EDMONDS, WA (E) JOISTS. ATTACH TO BEAM wl LUS SERIES HANGERS MULTI -PLY BEAM PER PLAN RES U B PERMIT # Dec 07 2021 SATE CITY OF EDMONDS DEVELOPMENT SERVICES � /'� ■ O 3 9 10 11 DEPARTMENT 1 ^ L - scare 3/4" = 1'-0"