Loading...
REVIEWED BLD2022-0923+Structural_Plan+7.13.2022_11.07.24_AM+2986701BUILT engineering GENERAL STRUCTURAL NOTES (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE INTERNATIONAL BUILDING CODE (2018 EDITION), & EDMONDS BUILDING CODE MODIFICATIONS TO THE INTERNATIONAL BUILDING CODE. 2. DESIGN LOADING CRITERIA: FLOOR LIVE LOAD (RESIDENTIAL). . . . . . . . . . .40 PSF DECK LIVE LOAD (RESIDENTIAL). . . . . . . . . . . 60 PSF ROOF SNOW LOAD (Pf) . . . . . . . . . . . . . . . . 25 PSF WIND: BASIC WIND SPEED (3-SECOND GUST) . . . . . . . . 98 MPH WIND IMPORTANCE FACTOR (Iw). . . . . . . . . . . . .1.0 WIND EXPOSURE . . . . . . . . . . . . . . . . . . . . B TOPOGRAPHICAL FACTOR (Kzt). . . . . . . . . . . . .1.00 EARTHQUAKE: LAT. / LONG . . . . . . . . . . . . . . 47.806 /-122.378 SEISMIC IMPORTANCE FACTOR (Ie) . . . . . . . . . . .1.0 SEISMIC USE GROUP . . . . . . . . . . . . . . . . . . II MAPPED SPECTRAL RESPONSE (Ss/S1) . . . . . .1.28g/0.45g SPECTRAL RESPONSE COEF. (SDS/SD1). . . . . . 1.03g/0.56g SEISMIC FORCE RESISTING SYSTEM:. . .PLYWOOD SHEAR WALLS DESIGN BASE SHEAR (BLDG A, EA UNIT). . . . . . . 11.02k SEISMIC RESPONSE COEFICIENT (Cs) . . . . . . . . .0.137 SEISMIC DESIGN CATEGORY . . . . . . . . . . . . . . . D RESPONSE MODIFICATION FACTOR (R). . . . . . . . . . 6.5 ANALYSIS PROCEDURE . . . . . . EQUIVALENT LATERAL FORCE CTIIx 110It=L161, rk :r1[0/:1�011�0, toinr/:L111NMA aaVkIsa2i311[a I 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. 4. CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO COMMENCING EXCAVATION. THE CONTRACTOR SHALL BRING ALL CONFLICTS AND DISCREPANICES TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER. 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 REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CON- TRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CON - CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 109 AND 1704 OF THE INTERNATIONAL BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. A. STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FIELD WELDING AND HIGH -STRENGTH FIELD BOLTING) 8. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. A. STRUCTURAL STEEL APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT. GEOTECHNICAL 9. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH REC- OMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGI- NEER. FOUNDATIONS SHALL BE SUPPORTED ON PIPE PILES AS OUTLINED IN THE FOLLOWING NOTES. SOILS REPORT REFERENCE: PANGEO PROJECT NO. 21-372 10. PIPE PILE INSTALLATION SHALL CONFORM STRICTLY WITH THE RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER. THE GEOTECHNICAL SPECIAL INSPECTOR SHALL CONTINUOUSLY OBSERVE INSTALLATION OF THE PILES. PIPE PILES SHALL BE DRIVEN TO REFUSAL, WHERE REFUSAL IS DEFINED AS THE MINIMUM NUMBER OF SECONDS REQUIRED TO ACHIEVE ONE INCH OF PENETRATION, AS INDICATED BELOW: PIPE PILES SHALL BE 3" AND 4" DIAMETER PER PLAN, SCHEDULE 40 (0.216" WALL) AND SHALL CONFORM TO ASTM A53, GRADE A, FY = 30 KSI. PILES SHALL BE TESTED IN GENERAL ACCORDANCE WITH ASTM D1143-81. USE OF THE "QUICK LOAD TEST METHOD" IN THE ASTM STANDARD IS THE MINIMUM REQUIRED. 3" PILES: HAMMER WEIGHT BLOWS PER MINUTE SECONDS PER INCH 600 LB 1000 12 850 LB 900 10 1100 LB 900 6 PIPE PILE AXIAL CAPACITY IS 6 TONS (12,000 LB). 4" PILES: HAMMER WEIGHT BLOWS PER MINUTE SECONDS PER INCH 850 LB 900 16 1100 LB 900 10 2000 LB 600 4 PIPE PILE AXIAL CAPACITY IS 10 TONS (20,000 LB). CONCRETE 11. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORD- ANCE WITH IBC SECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 280AY STRENGTH OF F'C = 2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CON- CRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CE- MENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC 1905.3. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR_ ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE INTERNATIONAL BUILDING CODE. 12. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FY = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A_185. 13. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORD- ANCE WITH ACI 31802. LAP ALL CONTINUOUS REINFORCEMENT 40 BAR DIAMETERS OR 2' 0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTER- SECTIONS. LAP CORNER BARS 40 BAR DIAMETERS OR 2' " MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 14. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: A. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE . . .3" B. ALL OTHER SURFACES . . . . . . . . . . . . . . . . 1 1/2" ANCHORAGE 15. EPDXY -GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH "SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON COMPANY AND INSTALLED IN STRICT ACCORDANCE WITH ICC ESR 2508. STEEL 16. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE AISC SPECIFICATIONS AND CODES: A. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC 360) B. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES (AISC 303) C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. BOLTS IN SHEAR OR BEARING TYPE CONNECTIONS NEED ONLY BE TIGHTENED TO THE SNUG TIGHT CONDITION PER SECTION 8(C). 17. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM STANDARDS. PLATES, ANGLES, AND CHANNELS SHALL CONFORM TO ASTM A36, FY = 36 KSI. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, FY = 50 KSI. STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S, GRADE B, FY = 35 KSI. SQUARE OR RECTANGULAR STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, FY = 46 KSI. ANCHOR BOLTS AND CONNECTION BOLTS SHALL CONFORM TO ASTM A307. THREADED ROD AND STUDS SHALL CONFORM TO ASTM A36. 18. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. WOOD 19. FRAMING LUMBER SHALL BE KILN DRIED OR MC-15, AND GRADED AND MARKED IN CON- FORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: (2X MEMBERS) HEM -FIR NO. 2 MINIMUM BASE VALUE, FB = 850 PSI (3X & 4X MEMBERS) DOUGLAS FIR NO. 1 MINIMUM BASE VALUE, FB = 1000 PSI STRUCTURAL LIGHT FRAMING: DOUGLAS FIR NO. 2 (INCL. 3X AND 4X POSTS) MINIMUM BASE VALUE, FB = 900 PSI BEAMS AND STRINGERS: DOUGLAS FIR NO. 1 (INCL. 6X AND LARGER) MINIMUM BASE VALUE, FB = 1350 PSI POSTS AND TIMBERS: DOUGLAS FIR NO. 1 (6X6 AND LARGER ) MINIMUM BASE VALUE, FC = 1000 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS FIR OR HEM -FIR STANDARD GRADE 2X6 STUDS AND PLATES: HEM -FIR NO.3/ STUD GRADE 2X AND 3X T & G DECKING HEM -FIR COMMERICAL DEX, MINIMUM BASE VALUE, FB = 1350 PSI 20. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F V4, FB = 2,400 PSI, FV = 165 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F V8, FB = 2400 PSI, FV = 165 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 2,000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. ALL COLUMNS SHALL BE DOUGLAS FIR COMBINATION NO. 5, FC = 2400 PSI, E = 2.0 X 10E6 PSI. 21. ENGINEERED LUMBER MEMBERS SHALL BE MANUFACTURED UNDER A PROCESS BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH THE APPROPRIATE NER REPORT AND GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. PSL FB = 2900 PSI E = 2000 KSI FV = 290 PSI NER-292 LSL FB = 2250 PSI E = 1500 KSI FV = 285 PSI NER-481 LVL FB = 2600 PSI E = 1800 KSI FV = 285 PSI NER-126 DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE WEYERHAUSER CORPORATION. ALTERNATE MANUFACTURERS MAY BE 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 APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. ALL PROPOSED HOLE SIZES AND LOCATIONS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL TWO WORKING DAYS PRIOR TO DRILLING HOLES. 22. PREFABRICATED PLYWOOD WEB JOIST DESIGN SHOWN ON PLANS IS BASED ON JOISTS MANUFACTURED BY THE WEYERHAUSER CORPORATION AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS, STIFFENERS, ETC., SHALL BE DETAILED AND FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY BE 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 APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH PLYWOOD WEB JOIST PROVIDED. ALL HOLES SHALL CONFORM TO THE MANUFACTURERS SPECIFICATIONS. IF THREE OR FEWER HOLES ARE PROPOSED FOR A SINGLE JOIST, HOLES SHALL CONFORM TO THE WEYERHAUSER ILEVEL TJI ALLOWABLE HOLE CHART. IF MORE THEN THREE HOLES ARE PROPOSED FOR ONE SINGLE JOIST, ALL HOLE SIZES AND LOCATIONS SHALL BE SUB- MITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL TWO WORKING DAYS PRIOR TO DRILLING HOLES. 23. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH APA STANDARDS. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND SPAN RATING MAY BE USED IN LIEU OF PLYWOOD. A. ROOF SHEATHING SHALL BE 1/2" (NOM.) WITH SPAN RATING 32/16. B. FLOOR SHEATHING SHALL BE 3/4" (NOM.) WITH SPAN RATING 48/24. C. WALL SHEATHING SHALL BE 1/2" (NOM.) WITH SPAN RATING 32/16. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING. 24. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. ALL WOOD EXPOSED TO WEATHER WITHOUT THE ADEQUATE PROTECTION OF A ROOF OR EAVE SHALL BE AN APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR PRESSURE TREATED. SUCH MEMBERS INCLUDE HORIZONTAL MEMBERS SUCH AS GIRDERS, JOISTS, AND DECKING; OR VERTICAL MEMBERS SUCH AS POSTS, POLES, AND COLUMNS. 25. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR MOST RECENT CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC 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. UN- LESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEA- SONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. HANGERS IN DIRECT CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE EITHER STAINLESS STEEL (SST300), POST HOT -DIPPED GALVANIZED(HDG) OR GALVANIZED WITH A MINI- MUM OF 1.850Z ZINC PER SQUARE INCH (ZMAX). UNLESS NOTED OTHERWISE, ALL LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUSn SERIES JOIST HANGERS, AND ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITT" OR "IUT" SERIES JOIST HANGERS. 26. NAILS - NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 6D 2" 0. 113" 8D 2-1/2" 0. 131" 10D 3" 0. 148" 12D 3-1 /4" 0. 148" 16D 3-1/2" 0. 162" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 27. MPP PANELS NOTED ON PLAN SHALL BE GRADE F16 AND SHALL BE MANUFACTURED BY FRERES LUMBER CO CONFORMING TO APA REPORT PR-L325 AND ICC ESR-4759 28. WOOD FRAMING NOTES THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN: 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 2304.9.1 OF THE INTERNATIONAL BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. 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. B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2X4 STUDS @ 16" O.C. AT INTERIOR WALLS AND 2X6 @ 16" O.C. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2X8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COL- UMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16D NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16D NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16D AT 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE SIX 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 5/8" DIAMETER ANCHOR BOLTS (WITH 7" MINIMUM EMBEDMENT)@ 4' 0" O.C. UNLESS INDICATED OTHERWISE. INDIVI- DUAL MEMBERS OF BUILT JP POSTS SHALL BE NAILED TO EACH OTHER WITH 16D @ 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 1/2" GWB AND 6D COOLER NAILS FOR 5/8" GWB. WHEN NOT OTHERWISE NOTED, PROVIDE 1/2" (NOM.) APA RATED SHEATHING (SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UNSUPPORTED EDGES), TOP AND BOTTOM PLATES WITH 8D @ 6" O.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8D @ 12" O.C. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16D NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH METAL JOIST HANGERS IN ACCORDANCE WITH TIMBER CONNECTOR NOTE. NAIL ALL MULTI JOIST BEAMS TO- GETHER WITH 16D @ 12" O.C. STAGGERED. UNLESS OTHERWISE NOTED ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS AND NAILED WITH 8D 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 JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE -AND -GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" 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. 'SPECIAL INSPECTION REPORTS REQUIRED ALL WORK SUBJECT FOR THIS PROJECT. PLEASE PROVIDE SI TO FIELD REPORTS UPON REQUEST OF CITY OF I INSPECTION FOR EDMONDS BUILDING INSPECTOR: CODE COMPLIANCE il. Bolting in concrete/Epoxy I i2. Structural steel/welding APPROVED .3. structural observation by design professional I PLANS MUST BE I4. grading/soils K ON JOB SITE pipe piles I . . . . . . . . . . i ........................................... REVIEWED ._._._._._._._._._._._._._._._._._._._._._._._ The following documentation shall be available on BY site for the building inspector: CITY OF EDMONDS BUILDING DEPARTMENT !❑X COE APPROVED ARCHITECTURAL PLAN SET ❑ COE APPROVED STRUCTURAL PLAN SET ; ❑ COE REVIEWED CALCULATION PACKET ❑ ENERGY CREDIT WORKSHEET ' ❑ SITE PLAN ! ❑ CIVIL PLAN ; THESE PLANS BLD2022-0921 . ❑ COVER ALL BLD2022-0922 ■ THESE PERMITS BLD2022-0923 ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 ; BUI LIT e n g i n e e r i n g S. w AF O 53937 0NALE� Project Contact Brice Parrish tel 253 985 5008 brice@builtstructural.com Architect Citizen Design 10 Dravus St Seattle WA 98109 Project Pine Park 614 614 5th Ave S Edmonds, WA 98020 Issue Date Issue Description 11/30/21 Permit Set 3/22/22 Building A Consolidated Set 7/11/22 Floor Framing Revisions Building Department Approval RECEIVE Jul 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Drawing Title GENERAL STRUCTURAL NOTES Drawing Number S100 BUILT engineering ni n ■ 00 LEGEND SPAN EXTENT X SECTION DETAIL X. ---- DROPPED BEAM/HEADER FLUSH BEAM (P.T.) PRESSURE -TREATED (X) NUMBER OF BUILT-UP STUDS COLUMN ABOVE COLUMN BELOW ALL -THREAD HOLDOWN AT END OF SHEARWALL ABOVE STRAP HOLDOWN AT cs� END OF SHEARWALL ABOVE • 4"0 PILE PER GENERAL NOTES - OCCURS ALONG PARTY WALLS AND WHERE NOTED 0 3"0 PILE PER GENERAL NOTES NEW CONCRETE WALL EXISTING CONCRETE WALL FOUNDATION PLAN NOTES SEE 10/S4.0 FOR TYPICAL HOLDOWN REQUIREMENTS AT CONCRETE WALLS AND FOOTINGS. 2. SLAB -ON -GRADE SHALL BE PLACED AND CURED FOR A MINIMUM OF SEVEN DAYS BEFORE RETAINING WALLS ARE BACKFILLED. SEE RETAINING WALL DETAILS FOR SPECIFIC CONFIGURATION. 3. SEE 9/S3.0 FOR TYPICAL PIPE PILE EMBEDMENT INTO CONCRETE 4. WHERE NEW CONCRETE WALLS OR FOOTING ABUT EX. CONCRETE, PROVIDE DOWELS #4 x 2'-0" TO MATCH HORIZ. REINFORCING, EMBED 5" IN EPDXY GROUT. FOOTNOTES Q1 SLAB SLOPES AND STEPS PER ARCH'L. DO NOT INTERFERE WITH GRADE BEAM FOOTING. STEP SLAB AS REQUIRED PER 11 /S3.1 �Q2 PROVIDE PAB8 ANCHOR BOLT AT HDU14. ENLARGE FOOTING TO 33" SQUARE x 15" DEEP CENTERED AT EACH ANCHOR BOLT. EMBED ANCHOR 11" INTO FOOTING, AS MEASURED FROM TOP OF FOOTING TO TOP OF WASHER AT PAB VERIFY THAT PIPE PILES DO NOT INTERFERE WITH EXISTING FOOTING TYP. (3) 3"0 PILES CENTERED AT COLUMN ABOVE WITH BRACKET TO EXISTING RETAINING WALL PER 1 /S3.0 IN [a] IN 2'-0' 9'-O� 9'-O� 10'-2" 10'-2" 9'-9" 9'-9" 14 6 3/S3.1 TYP. AT CORNERS 3.0 /4`3 OJ� y°G8 -- to _ _____ ' -------1 L ----------------� �— I -----------------� —� �— ---- ---- — — — — — — — — — — a012 — ----------o-----------L'L— c ---------0L ----------— L ---------°-— — — — — — — — — — HDU11 1 HDU1 — HDU11 HDU11 ---------------- - — HDU11 HDU11 ------------------ - S CD S G _—_ _ IJ L -� C Ll . `� R + �I t I I I I I o I o ur' I �' I a . I I 0 � -_- - ----- I �I it Q I r' -----I L---------------------- �I I �� L 0 ---- L-------------------- 4 - �� 0 L 8 3.0 I o � I I o I ;r, o ;r, SLAB ON GRADE I SLAB ON GRADE I I SLAB ON GRADE I PER 4/S3.1 PER 4/S3.1 J PER 4/S3.1 J i •� ` II I — P I I I P I Io I I P 06 I h 2 6» 3.o I 6" I " o^ ------------------- 0 I I I I I 1 a CD CD I I 1: 3.0 b LEI) u7 a, V I 6 1'-0" 6 O ------ �I F_ ---L r-------� I I M 4 2 °G'sr 0----------------- o O 2 °G'sr -------- ---- ---------- �I o 2 � -----------------, 0 — — — I — — —L 7 o I I — — — — f M aO 00 6'-0" 6'-0" y°G, 6" aO 7'-1" 6'-0" y°G, 6" 00 7'-1" 6'-0" • 0 2 2 2 - : _I ° 4 3.0 4 3 o ° CD b o 0 4"0 PILES TYP. UNO AT CANTILEVER BEAMS ABV Ul U U U 1 FOUNDATION PLAN S2.0 scale: 1/4" = 1'-0" ■ THESE PLANS BLD2022-0921 COVER ALL BLD2022-0922 THESE PERMITS BLD2022-0923 BUIL T e n g i n e e r i n g Project Contact Brice Parrish tel 253 985 5008 bdce@builtstructural.com Architect Citizen Design 10 Dravus St Seattle WA 98109 Project Pine Park 614 614 5th Ave S Edmonds, WA 98020 Issue Date Issue Description 11/30/21 Permit Set 3/22/22 Building A Consolidated Set 7/11/22 Floor Framing Revisions Building Department Approval RECEIVED Jul 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Drawing Title BUILDING A FOUNDATION PLAN Drawing Number SIO BUILT engineering ni n ■ 00 LEGEND SPAN EXTENT X SECTION DETAIL X. — — — — DROPPED BEAM/HEADER FLUSH BEAM (P.T.) PRESSURE -TREATED (X) NUMBER OF BUILT-UP STUDS COLUMN ABOVE 0 COLUMN BELOW ALL -THREAD HOLDOWN AT END OF SHEARWALL ABOVE STRAP HOLDOWN AT cs� END OF SHEARWALL ABOVE FRAMING PLAN NOTES 1. TYPICAL FLOOR FRAMING CONSISTS OF SHEATHING PER GENERAL NOTES OVER 14" TJI 360's @ 16"oc UNO. 2. SW__ INDICATES SHEARWALL TYPE PER SCHEDULE 8/S4.0. REFER TO DETAILS FOR TYPICAL SHEARWALL CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL INFORMATION. 3. TYPICAL CANOPY FRAMING CONSISTS OF TPO MEMBRANE OVER � PLYWOOD PER GENERAL NOTES OVER SLOPED 2x RAFTERS @ 24" oc, SLOPE PER ARCH'L TO 7J" MIN 4. PROVIDE (2) BEARING (TRIMMER) STUDS MINIMUM AT ENDS OF ALL BEAMS AND HEADERS, UNO. SEE 11/S4.0 5. SINGLE TOP PLATES ARE USED FOR SHEARWALLS AT MPP FLOORS, EXCEPT DOUBLE -SIDED SHEARWALLS REQUIRE DOUBLE TOP PLATE FASTENED WITH SDS SCREWS. SEE DETAILS FOR SPECIFIC CONFIGURATIONS. FOOTNOTES I( STRAPPED HEADER PER 5/S4.0 ( PROVIDE (3) KING STUDS AND (2) BEARING STUDS. PROVIDE A35 CLIP TOP AND BOT OF HEADER AND (2)A35 CLIPS AT STUD PACK TO PLATES 0 CANTILEVER BEAM SHALL BE COMBINATION 24F- V8 0 ORDER HANGER WITH CONCEALED FLANGE AS REQ'D Q5 SHEATHING CONTINUOUS THROUGH WALL INTERSECTION © ALIGN STUDS OF BEARING WALL ABOVE WITHIN 3" OF TJI AND CENTER STUDS CARRYING HEADERS DIRECTLY OVER TJI TYPICAL CANOPY FRAMING PER PLAN NOTE 3 ALL EXTERIOR WALLS SW1 - PER PLAN NOTE 2 UNO TYPICAL FLOOR FRAMING PER PLAN NOTE 1 UNO PLYWOOD OCNTINUOUS OVE WALL GAP TYP. 9 TYP. EA END OF CANOPIES 5 3. TYP. HUC68 3. HUC68 GL 51/2x7� . _ HUC68 HUC68 __ _ GL 51Lx7� _• _ _ HUC68 HUC68 _ _ GL 51Lx7� _• _ _ _ �I li N ��CD SW4 r" ill I ��� 1 HU68�1G 1 �� Jcs�c HU68 1 CD II 4 I 3.U68`1G� :� �� 1 I�� 1 �� III Jcs�� HU68 III �� 1 HU68�1G�' 1 �� �:� Jcs�c HU68 GL 512x9 GL 512x9 GL 512x9 A_----- ----- T-- --- -------- 0 ----------- Q2 4 4 6x6 3' 6 6 SW6 I Ix 6x6 6 6 SW6 6x6 6 6 SW6 3. I I I XI X I XI X I �I X I r r r 3 N jr J J. J J I I _J L-- —J �L �I cd c J 6x6 6x6 ILL 1 _J 6x6 6x6 L 6x6 6x6 L Q co co a _ 5 3 _ 5 _ 5 B x SW6 (2)2x8 SW6 x SW6 9 2 3. 3. 5"0 XS PIPE 6 5"0 XS PIPE 5"0 XS PIPE 6 5"0 XS PIPE 5"0 XS PIPE 6 5"0 XS PIPE 0 i 0 A J C-D i C-D \O IC7 C9 C9 MGU5.62-SDS 0 0 MGU5.62-SDS MGU5.62-SDS 0 ® MGU5.62-SDS MGU5.62-SDS ® ® MGU5.62-SDS L J -- --------------- � _____-____________________ -------------- ------------- C GL 51/2x14 SIM (NO WALL GL 51/2x14 c6�6 'Oe6,6 GL 51/2x14 s 3. BELOW) s Z PARTY Ul U LE SECOND LEVEL FRAMING PLAN (FIRST LEVEL WALLS' scale: 1/4" = 1'-0" ■ THESE PLANS BLD2022-0921 COVER ALL BLD2022-0922 THESE PERMITS BLD2022-0923 BUIL T e n g i n e e r i n g Project Contact Brice Parrish tel 253 985 5008 bdce@builtstructural.com Architect Citizen Design 10 Dravus St Seattle WA 98109 Project Pine Park 614 614 5th Ave S Edmonds, WA 98020 Issue Date Issue Description 11/30/21 Permit Set 3/22/22 Building A Consolidated Set 7/11/22 Floor Framing Revisions Building Department Approval RECEIVED Jul 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Drawing Title BUILDING A SECOND FLOOR FRAMING PLAN Drawing Number S11 BUILT engineering LEGEND SPAN EXTENT X SECTION DETAIL X. DROPPED BEAM/HEADER FLUSH BEAM (P.T.) PRESSURE -TREATED (X) NUMBER OF BUILT-UP STUDS COLUMN ABOVE 0 COLUMN BELOW ® ALL -THREAD HOLDOWN AT END OF SHEARWALL ABOVE ® STRAP HOLDOWN AT ALL EXTERIOR WALLS SW1 cs� END OF SHEARWALL ABOVE PER PLAN NOTE 3 UNO FRAMING PLAN NOTES 1. TYPICAL FLOOR FRAMING CONSISTS OF SHEATHING PER GENERAL NOTES OVER 9r TJI 230's @ 16"oc UNO. 2. TYPICAL DECK FRAMING CONSISTS OF DECKING PER ARCH'L OVER PRESSURE TREATED 2x8's @ 16" oc UNO. 3. SW__ INDICATES SHEARWALL TYPE PER SCHEDULE 8/S4.0. REFER TO DETAILS FOR TYPICAL SHEARWALL CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL INFORMATION. 4. PROVIDE (2) BEARING (TRIMMER) STUDS MINIMUM AT ENDS OF ALL BEAMS AND HEADERS, UNO. SEE 11/S4.0 5. SINGLE TOP PLATES ARE USED FOR SHEARWALLS AT MPP FLOORS, EXCEPT DOUBLE -SIDED SHEARWALLS REQUIRE DOUBLE TOP PLATE FASTENED WITH SIDS SCREWS. SEE DETAILS FOR SPECIFIC CONFIGURATIONS. JOIST HANGER SCHEDULE MEMBER HANGER FACE NAILING CAPACITY (FLAT ONLY) (Cd = 1.0) 2x8 LUS28 10d COMMON 1055 Ib FOOTNOTES O1 POST LOCATION IS APPROXIMATE. CENTERLINE OF POST TO ALIGN WITH CENTERLINE OF BOLTS FOR BALCONY BRACE O NAIL THIRD FLOOR TJI's TO WALL PLATE WITH (2)10d. STUDS SHALL ALIGN WITHIN 3" OF TJI's AT SECOND FLOOR. TRIMMER STUDS SUPPORTING HEADERS SHALL BEAR DIRECTLY OVER SECOND FLOOR TJI. TYPICAL FLOOR FRAMING PER PLAN NOTE 1 UNO DOTTED AREA REPRESENTS DIAPHRAGM PER GENERAL NAIL ALL PANEL EDGES W: DASHED LINES ARE (2) R( OF LSL BLOCKING WITH N EACH END OF BALCONY BE SECTION DETAIL FOR MORI TYPICAL DECK FRAMING P PLAN NOTE 2 UNO PLYWOOD OCNTINUOUS OVL„ WALL GAP TYP. THIRD LEVEL FRAMING PLAN (SECOND LEVEL WALLS scale: 1/4" = 1'-0" THESE PLANS BLD2022-0921 COVER ALL BLD2022-0922 THESE PERMITS BLD2022-0923 BUI LIT e n g i n e e r i n g Project Contact Brice Parrish tel 253 985 5008 bdce@builtstructural.com Architect Citizen Design 10 Dravus St Seattle WA 98109 Project Pine Park 614 614 5th Ave S Edmonds, WA 98020 Issue Date Issue Description 11/30/21 Permit Set 3/22/22 Building A Consolidated Set 7/11/22 Floor Framing Revisions Building Department Approval RECEIVED Jul 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Drawing Title BUILDING A THIRD FLOOR FRAMING PLAN Drawing Number S21 BUILT engineering LEGEND SPAN EXTENT X SECTION DETAIL X. DROPPED BEAM/HEADER FLUSH BEAM (P.T.) PRESSURE -TREATED (X) NUMBER OF BUILT-UP STUDS COLUMN ABOVE 0 COLUMN BELOW ALL EXTERIOR WALLS SW1 PER PLAN NOTE 2 UNO ® ALL -THREAD HOLDOWN AT END OF SHEARWALL ABOVE TYPICAL ROOF FRAMING PER PLAN NOTE 1 UNO ® STRAP HOLDOWN AT cs� END OF SHEARWALL ABOVE FRAMING PLAN NOTES 1. TYPICAL ROOF FRAMING CONSISTS OF TPO MEMBRANE OVER J" APA RATED SHEATHING (SPAN RATING 24/0) OVER SLEEPERS AND BUILDING PAPER PER ARCH'L, OVER 1" SHEATHING PER GENERAL NOTES OVER LVL 14 x 7J @ 12" oc SLOPED PER ARCH, UNO. 2. SW__ INDICATES SHEARWALL TYPE PER SCHEDULE 8/S4.0. REFER TO DETAILS FOR TYPICAL SHEARWALL CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL INFORMATION. 3. PROVIDE (2) BEARING (TRIMMER) STUDS MINIMUM AT ENDS OF ALL BEAMS AND HEADERS, UNO. SEE 11/S4.0 4. AT ALL SHEARWALLS PROVIDE DOUBLE TOP PLATES AND SPLICE PER 12/S4.0. FOOTNOTES O1 POST LOCATION IS APPROXIMATE. CENTERLINE OF POST TO ALIGN WITH CENTERLINE OF BOLTS FOR BALCONY BRACE DOTTED AREA REPRESENTS DIAPHRAGM PER GENERAL NAIL ALL PANEL EDGES W: DASHED LINES ARE (2) R( OF LSL BLOCKING WITH HI EACH END OF BALCONY BE SECTION DETAIL FOR MORI PLYWOOD CONTINUOUS OVI WALL GAP TYP. ROOF FRAMING PLAN (THIRD LEVEL WALLS' scale: 1/4" = 1'-0" THESE PLANS BLD2022-0921 COVER ALL BLD2022-0922 THESE PERMITS BLD2022-0923 BUI LIT e n g i n e e r i n g Project Contact Brice Parrish tel 253 985 5008 bdce@builtstructural.com Architect Citizen Design 10 Dravus St Seattle WA 98109 Project Pine Park 614 614 5th Ave S Edmonds, WA 98020 Issue Date Issue Description 11/30/21 Permit Set 3/22/22 Building A Consolidated Set 7/11/22 Floor Framing Revisions Building Department Approval RECEIVED Jul 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Drawing Title BUILDING A ROOF FRAMING PLAN Drawing Number S23 BUILT engineering „P. E 1/2BUIL SEE 4 S3.0 FOR CALLOUTS IN COMMON �' O - o 0 BASE IE 1/2" O O / e n g i n e e r i n g •.: o SHEARWALL PER PLAN BEARING WALL o (PLAN VIEW) o o (PLAN VIEW) PER PLAN AND s GENERAL NOTES STEEL COLUMNS PER PLAN 316 NEW SLAB ON GRADE I I I II I PROVIDE GALVANIZING OR OTHER WEATHER PER PLAN. DO NOT RAISE APPROVED RETAIN HEIGHT FROM 2x (P.T.) PLATE W/ 1/4 I I 1/4 I I I PROTECTION MEASURES —X X X X X X X II EXISTING CONDITION 5/8" 0 x 8" ANCHOR I I I I I (2) 3/4" 0 EXP. BOLTS Z BOLTS @ 48 oc I I I I I I ENON—SHRINKGROUT ° 000 o _0 -00000°°° oo�°o°o a a SLAB —ON —GRADE 1E/M2"B ° (4) 3/4"0 EXP. BOLTS PER PLAN I I I I I I PAVING PER ARCH'L PIPE SLEEVE 21/2" 0 � �Q EMBED 4" MIN. I I I I I I I I II SCH. 80 x 5" LONG a II WELDED TO BOTTOM I I —X X X X X X X T X X X X X �X X ii PLATE, VERIFY 21/2 a EX. 8 RETAINING WALL '0°0°0 8 0° 0 O 00TM?-011U ff 0 Z I � Z � I' FITS SMOOTH INTO s° MAX. I I o 000 O O �° 0 ,—, ,—, 3" SCH. 80 PIPE: FIELD I I a a `� `1 • MEASUREI a PIPE PILE PER PLAN AND _T III 1 as GENERAL STRUCTURAL NOTES l,_4» (3) CONT. L11 � L11 (3" 0 SCHUNO) . 80, PIPE PILES PER PLAN #4 BOT. OF FTG. = BOT \ (2) #4 CONT TOP BOT. OF FTG. = BOT (3) #4 CONT. 1 a a OF FTG BEYOND AT PARTY WALL it—on AND BOT OF FTG BEYOND AT PARTY WALL BOT, (2) TOP 3/16 II a PIPE PILES PER PLAN PIPE PILES PER PLAN II a 3/4" = 1'-0" 3/4" = 1'—Opp 2 3/4" = 1'-0" 3 3/4" = 1'-0" 4 PANEL EDGE NAILING PANEL EDGE NAILING OVER ALL HOLDDOWN STUDS OVER ALL HOLDDOWN STUDS PER ARCH SHEARWALL PER PLAN SHEARWALL PER PLAN PANEL EDGE NAILING OVER HOLDDOWN PER PLAN — HOLDDOWN PER PLAN SHEARWALL PER PLAN HOLDDOWN STUDS 2x6 P.T. PLATE WITH #4 @ 18"oc VERT. 2x6 P.T. PLATE WITH #4 @ 18"oc VERT. #4 @ 18"oc VERT. 5/s"� ANCHOR BOLTS PER (CENTERED) 5 $"� ANCHOR BOLTS PER / (CENTERED) HOLDDOWN PER PLAN (EACH FACE) SW SCHEDULE (@ 48'oc SW SCHEDULE (@ 48'oc ELSEWHERE) #4 @ 16"oc HORIZ. ELSEWHERE) #4 @ 16"oc HORIZ. [(2) AT TOP OF WALL] [(2) AT TOP OF WALL] 2x P.T. PLATES WITH — #4 @ 16"oc HORIZ. SLAB ON GRADE SLAB ON GRADE 5/8"0 ANCHOR BOLTS PER EACH FACE ( ) WHERE OCCURS I SLAB —ON —GRADE WHERE OCCURS I SLAB —ON —GRADE SW SCHEDULE (@ 48 ocPER I co PER PLAN A ELSEWHERE) I SLAB —ON —GRADE -NOT USED- PER PLAN •II —X X X X X X X X X X X X X x X— X X X X X X X X .11 X X X X X X X X X— �ro o°°o o II ° °�° 8�°°° °o°o o fro° o°°o o II ° °�° 8�0° °`� °o ° o°°o moo°° ° o o° 000 °�°o ? °000 oo°�° ° °0 0 000° o� oo°° �o°o o o° G�' 0�9° Oo° O O o° 0 0 0 ° o°°° ° o ° o o° 000° / in o C >< ,// Q a co ,� a M ,// R--=n c I O° ih o c °° ih i6 a — �_- I I D O 53937 ���y �01ST8a$���1 :Ll (3) #4 CONT. IONALE (2) #4 CONT. " '-" (2) #4 CONT. 4" 10" 4" DRAINAGE PER DRAINAGE PER PIPE PILES PER PLAN Project Contact ARCHITECTURAL 6" J5� ARCHITECTURALs" s" s" Brice tel 253 985 5008 bdce@builtstructural.com PIPE PILES PER PLAN PIPE PILES PER PLAN Architect 3/4" = 1'-0" 5 3/4" = 1'-0" 6 3/4" = 1'-0" 7 c� 3/4" = 1'-0" 8 Citizen Design 10 Dravus St Seattle WA 98109 Project Pine Park 614 614 5th Ave S Edmonds, WA 98020 SHEARWALL PER PLAN Issue Date Issue Description 11/30/21 Permit Set iHOLDOWN AND END POST 3/22/22 Building A Consolidated Set HOLDOWN = FOOTING PER PLAN (2) #4 HORIZ. AT 7/11/22 Floor Framing Revisions FOOTING AND WALL ELEVATOR PIT WALL ° PER DETAILS 3x (P.T.) PLATE W/ 24" 5/8" 0 ANCHOR BOLTS PER SHEARWALL SCHEDULE ZEE BARS #4� E 1/2"x 6"x 6" @ 16"oc 24 Building Department Approval EA. SIDE OF j ELEVATOR PIT SLAB —ON —GRADE 6" SLAB AT ELEVATOR SLAB ON GRADE - NOT USED- PER PLAN N PIT, REINF. W/ #4 @ 16" oc SLAB —ON —GRADE PER PLAN EACH WAY PER PLAN —X X X X o� o Z X X X X X X X X X X X X X X— RECEIVED PIPE PILE PER PLAN ``' co m oo °o W �'oo°6° • � 000 goo 00 0o o°° 0°000�008� oc�p° Jul 19 2022 3 16 I \\ / CITY OF E T ONDS SERVICES DEVELOPMENT SERVICES DEPARTMENT PIPE PILE _ GRADE BEAM = Drawing Title WALL (UNLESS NOTED OTHERWISE) °°`�� / / STRUCTURAL DETAILS $" PILE PER PLAN WHERE PILES PER PLAN ----- LJ L] OCCURS TYPICAL PIPE PILE EMBEDMENT WHERE OCCUR (4) #5 CONT. THESE PLANS BLD2022-0921 Drawing Number TOP AND BOT COVER ALL BLD2022-0922 2'-9" THESE PERMITS BLD2022-092� SIO -1/2" — 1'— 0" 1-1/2" 9 — 3/4" 1'— 0" 10 _5/4" 1 U' 12 BUILT engineering BUI LIT 4" THICK SLAB REINF. W/ e n g i n e e r i n g W2.9xW2.9 6x6 W.W.M. CTR'D. CORNER BARS TO MATCH EXT. HORIZ. REINF. — RIGID INSUL. PER ARCH'L. AS SHOWN TYP I CAL -x x x x x— (OMIT AT UNHEATED SPACES) DOUBLE ��� SLAB oog�o g00000g°�000000g0000� 6 MIL VAPOR BARRIER °0000 I °0000 CURTAIN ADDL. TYPICAL CORNER BARS: o° oo°� oo°�° VERTS. 24 4 FREE -DRAINING 241 GRANULAR FILL CONTROL JOINT FORMER -NOT USED- -NOT USED- CONTROL -x x� rx x x— "ZIP STRIP" 11/2" DEEP CORNER BARS TO MATCH JOINT _ _ _ (JOINT MAY BE SAW -CUT °° o0 000°0� o°�o°°o 000°o e ° °000 o`�0°00° o°0 000 0 0° o0 0 AT CONTRACTORS OPTION) HORIZONTAL REINFORCING 0000 oo°� � I CUT ALT. BARS AT JOINT (ALTERNATE HOOKS) / / / / / I / / / 2nd POUR 1st POUR SI N GLE PLASTIC JOINT KEY CURTAIN ADDL. TYPICAL CORNER BARS: "MEADOW BURKE" VERTS. 24 CON STR. —x x x x x x— STOP REINF. 1" CLEAR OF 24 1 JOINT ° o �o °o °�° o°o°0000qJOINT EACH SIDE 0 o 00 000°� .0.�°00 TYPICAL CORNER BARS AT CONCRETE WALLS SLAB -ON -GRADE (INSULATED) 3/4" = 1'-0" 1 3/4" = 1'—Opp 2 3/4" = 1'-0" 3/4" = 1'-0" 4 -NOT USED- -NOT USED- -NOT USED- -NOT USED- S. PA �p WASH o IM 53937 oSSV1. T "ORAL Project Contact Brice Parrish tel 253 985 5008 bdce@builtstructural.com Architect 3/4" = 1'-0" 5 3/4" = 1'-0" 6 3/4" = 1'-0" c� 3/4" = 1'-0" 8 Citizen Design 10 Dravus St Seattle WA 98109 Project Pine Park 614 614 5th Ave S Edmonds, WA 98020 Issue Date Issue Description 11/30/21 Permit Set 24„ 3/22/22 Building A Consolidated Set (3) #4 HORIZONTAL ZEE BARS # 4� 7/11/22 Floor Framing Revisions 16"oc 24" SLAB -ON -GRADE PER PLAN Building Department Approval SLAB -ON -GRADE -NOT USED- PER PLAN X x x x x— -NOT USED - A nl 8�00 oDOooCC 0 800° x x x x x x RECEIVED oo0 o°00°° °0°00° O ° Jul 19 2022 °O o ��° 0 00 0 000 00 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Drawing Title STRUCTURAL DETAILS 8° THESE PLANS BLD2022-0921 Drawing Number COVER ALL BLD2022-0922 THESE PERMITS BLD2022-092� S11 �� — �� 3/4 17— 0 10 �� — �— �� 3/4 1 0 11 5/4' 1 U' 1 2 BUILT engineering PER ARCH SHEARWALL PER PLAN PER ARCH SHEARWALL PER PLAN PER ARCH SHEARWALL PER PLAN PLATE NAILING PER SHEARWALL SCHEDULE BUI LIT e n g i n e e r i n g CONT. PLYWOOD OVER CONT. PLYWOOD OVER CONT. UNDER SHEATHING PARTY WALL SHEARWALL PER PLAN 8d @ 6"oc BEAMS NAIL WITH PANEL EDGE NAILING PER PLAN Z � BEAMS NAIL PANEL EDGE PER PLAN WITH NAILING PANEL EDGE NAILING OVER ALL HOLDOWN STUDS AND/OR GROOVES TRIM TONGUESAT EDGE OF SHEATHING , A35 PER SW SCHEDULE BOTTOM FLUSH GLULAM BEAMS PER PLAN BOTTOM FLUSH GLULAM BEAMS PER PLAN NAILING PER SHEARWALL SCHEDULE JOISTS AND HANGERS PER PLAN (3) 10d SHEATHING TO BLOCK AND (2) 10d EA. TJI's PER PLAN (DIR. VARIES) END 11/4" LSL RIM ------------------ x1" 31/2 GL/LSL RIM OR BEAM PER PLAN (U.N.O. ON PLAN) BLOCK ONE BAY FULL— 2x4 LEDGER AT PANEL EDGE JOISTS AND HANGERS PER PLAN 2x4 LEDGER AT PANEJBEA I I I I I I I I I I I JOISTS AND PER PLAN HANGERS A35LTPIN LIEU OF A35 PER SHEARWALL DEPTH @ 48"oc WITH TJI (MIN 12"L) WITH 16d @ 6" oc TO BEAM 1 /4 � x 6 SDS SCREWS @ 48" oc WITH 16d @ 6" oc TOi i i i 6. 6 O� SCHEDULE STRAP PER PLAN �� �/4"� x @ 48 6" SDS SCREWS oc SHEARWALL PER PLAN 10d BOX EACH SIDE OF TJI TO PLATE e e 1/2„ E W/ (8) 1/4" 0 x 4" n 1 1 SDS SCREWS 3/4" = 1'-0" 1 3/4" = 1'-0" 2 3/4" = 1'-0" 3/4" = 1'-0" 4 -NOT USED- -NOT USED- -NOT USED- -NOT USED- S. PA �p WASH o IM 53937 o"ORAL Project Contact Brice Parrish tel 253 985 5008 bdce@builtstructural.com Architect 3/4" = 1'-0" 5 3/4" = 1'-0" 6 3/4" = 1'-0" 3/4" = 1'-0" c� 8 Citizen Design 10 Dravus St Seattle WA 98109 Project Pine Park 614 614 5th Ave S Edmonds, WA 98020 Issue Date Issue Description 11/30/21 Permit Set PROVIDE CONTINUOUS FLOOR SHEATHING NAILING PER PLAN 3/22/22 Building A Consolidated Set 7/11/22 Floor Framing Revisions LSL 11/4" OVER SW (3) 10d BOX EACH SIDE OF BLOCKING TJI's PER PLAN Building Department Approval -NOT USED- -NOT USED- -NOT USED - RECEIVED A35 PER SW SCHEDULE BLOCK ONE BAY EACH Jul19 2022 SIDE FULL —DEPTH @ 48"oc WITH LSL 11/4" CITO M E DEVE TSERVICES DEPARTMENT RIMBOARD — FIT TIGHT TO TJI's Drawing Title SHEARWALL PER PLAN STRUCTURAL DETAILS THESE PLANS BLD2022-0921 COVER ALL BLD2022-0922 Drawing Number �— 3/4�� — 1 0 3/4�� 1'— — 0�� 16 3/4�� — �— �� 1 0 11 THESE PERMITS BLD2022-092� _5/4' 1 U' 1 2 S12 BUILT engineering BUI LIT e n g i n e e r i n g -NOT USED- -NOT USED- -NOT USED- L4x4x'/2 ANGLE W/ (2) 3/4" 0 THRU BOLTS AT CENTERLINE OF POST. PROVIDE 3" SQUARE PLATE WASHERS AT INTERIOR SIDE OF POST. DO NOT CUT OR BORE POST. M O M a .--KV 3/4" 1'-0" 2 3/4" 1'-0" 3 3/4" 1'-0" I 4 3/4"0 ROD WITH #21/2 CLEVIS ENDS ---------- 8d 6" EACH END OF CANOPY oc TO R RIM CONT. SHEATHINGAT A35 EACH SIDE OF PARTY WALLS ROOF SHEATHING NAILING POST PER PLAN 1� 3" 3„ A34 CLIP EA. OUTRIGGER 2x RIM UNO ON PLAN PER PLAN L4x4xl/2 W/ (2)3/4"0 THRU BOLTS 8d @ 6" oc TO JOIST A35 PER SW SCHEDULE AND 1" 0 CLEVIS PIN 2x6 @ 24" oc A35 PER SW SCHEDULE FIRE BLOCKING, 2x LSL RIM, NOTCH FOR FULL PLATE TO RIM UNO PER ARCH'L RAFTERS PER PLAN 0 BEARING OF OUTRIGGERS 2'—�� RAFTERS PER PLAN , II SLOPE PER ARCH'L SLOPE PER ARCH L (3) 10d BOX EACH HUC HANGER PER ARCHI (3'-0" MAX) SIDE OF BLOCKING 5. PA�p DOUBLE JOIST AT OUTRIGGER pF WAS�j�h'l�, A35 TOP AND BOT FLANGE ��� OF HEADER PER PLAN PANEL EDGE NAILING 2x RIM TO END POST PER SHEARWALL SCHEDULE. 2x8 BLOCKING @ 48" oc (U.N.O. ON PLAN) PROVIDE 3" SQUARE PLATE WITH (3)10d AT SHEATHING BLOCK ONE BAY FULL o 53937 �� WASHERS AT BOLTS, DAP BEAM SHEARWALL PER PLAN AND 2 10d EACH END () DEPTH @ 48 oc WITH '� s �crsTaa$ `�IORALE� „ 1 MAX 2x (MIN. 12 L) - e A35 PER SHEARWALL SHEARWALL PER PLAN Project Contact BEAMS, HANGERS, AND JOISTS SCHEDULE PER ARCH ` 10d BOX TOE NAIL Brice Parrish e 1253 985 5008 PER PLAN (2) 10d TOENAILS SHEARWALL PER PLAN EACH SIDE OF JOIST Brice@builtstructural.com TO PLATE BLOCKING TO PLATE Architect 3/4" = 1'-0" 3/4" = 1'-0" 6 3/4" = 1'-0" 7 3/4" = 1'-0" U Citizen Design 10 Dravus St Seattle WA 98109 Project Pine Park 614 614 5th Ave S Edmonds, WA 98020 Issue Date Issue Description 11/30/21 Permit Set 3/22/22 Building A Consolidated Set 7/11/22 Floor Framing Revisions 8d @ 6" oC Building Department Approval DTT1Z @ 24" oc MOUNT TO SIDE OF RAFTER AT BOTTOM, PROVIDE 3/8" 0 LAG SCREW EMBED -NOT USED- -NOT USED- -NOT USED- 31/2" INTO BEAM* RAFTERS AND HANGERS k% RECEIVED PER PLAN \ Jul 19 2022 CS20 @ 32" oc STUD TO BEAM, CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WRAP BELOW BEAM, FIT TIGHT Drawing Title STRUCTURAL DETAILS BEAM PER PLAN THESE PLANS BLD2022-0921 Drawing Number COVER ALL BLD2022-0922 THESE PERMITS BLD2022-092� S33 — — 3/4" 1' 0" 9 — 3/4" 1'— 0" 10 — — 3/4" 1' 0" 112 1-1/2" 1 U�� I BUILT engineering BUI LIT ALL —THREAD THRU CENTERLINE OF POST, PROVIDE 3" SQ. PLATE WASHER �, HDU4 W/ 5/8" 0 e n g i n e e r i n g ALL —THREAD, INSTALL @ " OF RAFTERS FASCIA PER ARCH'L ,u (2) 3/4"0 THRU—BOLTS AT CENTERLINE OF POST. PROVIDE 3" SQUARE PLATE WASHERS AT INTERIOR SIDE OF POST. (2) 2x8 BLOCKING DO NOT CUT OR BORE POST. (SEE PLAN) RAFTERS PER PLAN o — COLUMN CONTINUOUS 3/4" 0 ROD WITH #21/2 CLEVIS ENDS = TO ROOF SHEATHING \ EACH END OF DECK L4x4xl/4 EACH SIDE SEE 12/S3.4 FOR RAILING �� OF POST. FASTEN EACH CALLOUTS �`� ANGLE WITH (6)1/4" 0 x 3" SDS SCREWS TO POST AND TO MPP PANEL -NOT USED- -NOT USED- -; -;- ANGLES AT BASE SIDE TOP n 3" Y q 1n 4' 21" IR R PROVIDE FLASHING PER ARCH'L WHERE REQUIRED 8d @ 4" oc TO EACH ROW OF BLOCKING R CV i i ° o HUC HANGER 3" PROVIDE 3" SQUARE PLATE UPPER CONNECTION ELEVATION WASHERS AT BOLTS 2° BEAMS, HANGERS, AND JOISTS PER PLAN 51/4" PSL BLOCK x 14" MIN. LONG TO RECEIVE (2) ROWS LSL BLOCKING R SCREWS FROM ANGLES ABOVE. EACH END OF DECK o (SEE PLAN) S. PAR L4x4xl/2 WITH (2) 3/4"0 �1� pF WASr�ji�rti THRU BOLTS AND 1 0 CLEVIS PIN o SECTION THRU SIDE BEAM - - - L6x4xl/2 WITH (2) 3/4"0 THRU BOLTS AND 1" CLEVIS PIN o��53937$� GISTBa � DAP TOP AND BOT. OF BEAM 1" MAX TO RECESS ANGLE/WASHER -ORALE�� �a F, b t Project Contact Brice Parrish y y tel 253 985 5008 bdce@builtstructural.com Architect 3/4" = 1'-0" 5 3/4" = V-0" 6 c� 3/4" = 1'-077 8 Citizen Design 10 Dravus St Seattle WA 98109 Project Pine Park 614 614 5th Ave S Edmonds, WA 98020 BASE PLATE AND RAILING Issue Date Issue Description BY OTHERS — FASTEN TO BEAM 11/30/21 Permit Set W/ (4)1/4" 0 x 4"SDS SCREWS @ 4" oc 3/22/22 Building A Consolidated Set 7/11/22 Floor Framing Revisions (2) LSL 11/4" RIM AT DECK - - FLASHING PER ARCH'L 2x (P.T.) LEDGER WITH Building Department Approval (2) ROWS 1/4" 0 x 4" SDS "NOT USED- -NOT USED- < SCREWS @ 12" oc -NOT USED- J LUS HANGERS o AA'* RECEIVED A JOISTS PER PLAN—,—® = CV _ Jul 19 2022 DTT2Z TOP W/ 1/2" 0 THREADED CITY OF EDMONDS DEVELOPMENT P SERVICES ROD W/ 3" SQUARE WASHER AT BEAM, WITHIN 6" OF RAILING Drawing Title POST STRUCTURAL DETAILS DTT2Z's @ 48" oc, PROVIDE FULL DEPTH LSL BLOCKING TO RECEIVE OPPOSITE TENSION THESE PLANS BLD2022-0921 Drawing Number TIE. PROVIDE (5)10d AT SHEATHING COVER ALL BLD2022-0922 AND (3) 10d EA END THESE PERMITS BLD2022-092� S14 — — 3/4 1 0 �� — �— �� 3/4 1 0 16 �� 3/4 — �— — 1 0 .5/4' 1.—T. 1 2 BUILT engineering SHEARWALL SCHEDULE BUILT SHEATHING PER SW Q SCHEDULE MARK SHEATHING' STUDS AT PANEL EDGE RIM JOIST OR BLOCKING TO TOP PLATE BOTTOM PLATE ATTACHMENT e n g i n e e r i n g = ABUTTING NAILING3,4 PANEL SOLID RIM TJI RIM BOTTOM PLATE TO ANCHOR BOLT SILL PLATE ONE—SIDED Qo EDGES' RIM JOIST BELOW' TO CONCRETES AT FOUND. SHEARWALL SW1 15/32" CDX PLYWOOD 2x 8d @ 6"oc A35 @ 24"oc 16d @ 6"oc 16d @ 6"oc 5/8"0 @ 48"oc 2x SW2 15/32" CDX PLYWOOD 2x 8d @ 4"oc A35 @ 15"oc 16d @ 4"oc 16d @ 4"oc 5/8" 0 @ 32"oc 2x SW3 15/32" CDX PLYWOOD 3x 8d @ 3"oc A35 @ 12"oc N/A - USE SOLID RIM 16d @ 3"oc 5/8" 0 @ 16"oc 2x SHEATHING PER SW x Q SCHEDULE SW4 15/32 CDX PLYWOOD 3x 8d @ 2 oc A35 @ 9 oc N/A - USE SOLID RIM 16d @ 2 oc 5 /8 0 @ 12„ oc 2x SW5 15/32" CDX PLYWOOD BOTH SIDES 3x 8d @ 3"oc A35 @ 6"oc N/A - USE SOLID RIM (2) ROWS 16d @ 3"oc 5/8"0 @ 16"oc 3x KNOT USED- TWO—SIDED OO - STAGGER ANCHORS SW6 15/32" CDX PLYWOOD BOTH SIDES 3x 1Od @ 2"oc A35 @ 41/2"oc N/A - USE SOLID RIM (2) ROWS 16d @ 2"oc 5/8"0 @ 12"oc 3x SHEARWALL AT TWO-SIDED SHEARWALLS 1. WALL SHEATHING SHALL CONSIST OF APA RATED PLYWOOD WITH SPAN RATING 32/16. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF PANELS. 7/16" APA RATED SHEATHING (OSB) WITH SPAN RATING 24/16 MAY BE USED IN PLACE OF 15/32" CDX. ANCHOR BOLT WITH PLATE SHEATHING PER SW 2. STUDS AT ABUTTING PANEL EDGES MAY CONSIST OF (2)2x STUDS IN PLACE OF 3x STUDS - NAIL (2)2x STUDS TOGETHER WITH BOTTOM PLATE ATTACHMENT NAILING. WASHER PER SW SCHEDULE SCHEDULE 3. BLOCK ALL PANEL EDGES W/ 2x4 FLAT, ATTACH W/ PANEL EDGE NAILING. TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS. END STUDS SHALL (0.229"x 3" SQUARE) RECEIVE PANEL EDGE NAILING. INTERMEDIATE STUDS SHALL BE 2x STUDS. NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH 8d @ 12"oc. 4. 8d NAILS SHALL BE 0.131" DIAMETER x 21/2" (COMMON). 10d NAILS SHALL BE 0.148" DIAMETER x 3" (COMMON). 16d NAILS SHALL BE 0.135" DIAMETER x 31/2" (BOX). 5. ANCHORS TO CONCRETE SHALL CONSIST OF CAST -IN -PLACE ANCHOR BOLTS, EXPANSION BOLTS, EPDXY GROUTED ALL -THREADS, OR TITEN HD HEAVY DUTY SCREW ANCHORS. TYPICAL SHEARWALL ANCHOR BOLT PLACEMENT CAST -IN -PLACE ANCHOR BOLTS HAVE A 7" EMBED AND SHALL BE J-BOLTS OR SHALL HAVE A HEX NUT AT THE BOTTOM END. EXPANSION BOLTS SHALL HAVE 5" EMBED AND SHALL NOT BE USED AT STEM WALL LOCATIONS WITH EDGE DISTANCE LESS THAN 5" (INSTEAD, USE EPDXY GROUTED ALL -THREADS OR TITEN HD ANCHORS). EPDXY GROUTED ANCHORS SHALL HAVE 5" EMBED AND 21/2" MIN. EDGE DISTANCE. TITEN HD ANCHORS SHALL HAVE 31/2" EMBED AND 13/4" MIN. EDGE DISTANCE. AT ALL ANCHOR BOLTS, � 2 PROVIDE STEEL PLATE WASHERS THAT ARE A MINIMUM OF 0.229" (3 GAUGE) x 3"x 3" (SIMPSON BP5/8-3 OR SIMILAR). PLACE BOLTS PER ANCHOR BOLT PLACEMENT DETAIL. — 3/421— 1 —0 — 1-1 /2 — 1 —0 II II II II II II SHEARWALL PER PLAN II II II II II Z I 1� PROVIDE HALF OF SPECIFIED SHEARWALL PER PLAN PANEL EDGE NAILING BLOCKING OR JOIST ; - BOTTOM PLATE NAILING ( ) PER SW SCHEDULE PER FLOOR AND ROOF PER SW SCHEDULE SHEARWALL II II II II o I.: PER PLAN II II II II W NAILS IN EACH END LENGTH DETAILS 7I- III T -1 L L1 " .� STRAP PER PLAN- WRAP :. - _ — — — — — — — — — — — TI1----�---- 1rl -- _ - _ \ W UNDER HEADER AND UP 11f NAILING TO MATCH —NAILING TO MATCH JOISTS PER PLAN I J INSIDE FACE OF HEADER BOTTOM PLATE NAILING BOTTOM PLATE NAILING (DIR. VARIES) ll W �� -- --- ----- - ----------------- -— — — — — — — - — — — — —TI TT T -- II II � ICI I I� PER SW SCHEDULE PER SW SCHEDULE II II PANEL EDGE NAILING FULL DEPTH BLOCKING TOP PLATE CONNECTION I IJI II II Z J I PIROVIDE 15/8" MIN. END II SHEARWALL PER PLAN PER SW SCHEDULE (OR RIM AT EXTERIOR) PER SW SCHEDULE o W DISTANCE FOR NAILS E SHEARWALL PER PLAN .:I _ _ PANEL EDGE NAILING 5. PA R WASXI��r� I� III SHEARWALL PER PLAN NAILING TO MATCH BLOCK ALL PANEL EDGES PER SW SCHEDULE ��� OF HEADER - STRAP SCHEDULE BOTTOM PLATE NAILING PER SW SCHEDULE ANCHOR BOLTS & WASHERSCD - MARK END LENGTH NAILS NAIL SPACINGPER SILL PLATE PER SW SW SCHEDULE 53937 PROVIDE STRAP AT EACH CS16 14" 26 8d x 21/2" 21�s" ( ) / / X I I Al, SCHEDULES GIST% SlorraLE�� END OF HEADER TO MATCH (SECTION) II STRAP ABOVE -WRAP PANEL EDGE NAILING PER SW SCHEDULE � - � OVER HEADER AND DOWN 1. 10d AND 12d DIAMETER = 0.148"• 8d DIAMETER = 0.131". INTERSECTING PANEL EDGE NAILING ` Project Contact INSIDE FACE OF HEADER 2. USE HALF OF THE REQUIRED NAILS IN EACH MEMBER NON-SHEARWALL PER SW SCHEDULE all a Brice Parrish tel 253 985 5008 BEING CONNECTED (i.e. IN EACH END LENGTH). brice@builtstructural.com TYPICAL STRAPPED HEADER TYPICAL STRAP HOLDOWN AT FLOOR TYPICAL SHEARWALL INTERSECTIONS TYPICAL SHEARWALL SECTION Architect 3/4" = 1'-0" 5 3/4" = 1'-0" 6 3/4" = 1'-0" 8 Citizen Design 10 Dravus St Seattle WA 98109 Project Pine Park 614 HOEDOWN STUDS/POST PER SCHEDULE NAIL HOLDOWN STUDS W/ Edmonds, WA PROVIDE PANEL EDGE NAILING (2)10d @ 6" oc. 98020 OVER ALL HOLDOWN STUDS OR (2) Issue Date Issue Description ROWS AT POST (8) 16d @ 4"oc STAGGERED TYPICAL DOUBLE TOP PLATE EACH SIDE OF SPLICE 11/30/21 Permit Set I,I HDU HOEDOWN W/ 1/4"0 x (16d @ 12"oc ELSEWHERE) 3/22/22 Building A Consolidated Set 21/2" SDS SCREWS r 7/11/22 Floor Framing Revisions II CONCRETE STEMWALL PER i I.I PLAN (6" MIN. THICKNESS) — LL d CONT. #4 x 6'-0" EA. III a Building Department Approval Q SIDE OF AB (WRAP AROUND �� I�� d ALL THREAD PER SCHEDULE — CORNER AS REQ D) AT HDU8 CENTER SPLICE OVER STUD -NOT USED- HOLDOWNS OR LARGER SB PER SCHEDULE SSTB PER SCHEDULE - ____ PLATE WASHER PER SCHEDULE RECEIVED HDU HOLDOWN SCHEDULE Jul 19 2022 PLAN AT STEMWALL AT FOOTING HD POST "—BEAM OR HEADER PER PLAN CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT _ MARK AB EMBED ALL —THREAD WASHER EMBED 4x WALL 6x WALL HDU2 5/8"0—SSTB16(L) 12-5/8" 5/8"0 13/4" SQ x 1/2" 9" (2)2x4 (2)2x6 Drawing Title HDU4 5/8" O-SB5/8 x 24 18" 5/8" 0 13/4" SQ x 1/2" 9" (2)2x4 (2)2x6 STRUCTURAL DETAILS HDU5 5/8" O-SB5/8 x 24 18" 5/8" 0 13/4" SQ x 1/2" 9" (2)2x4 (2)2x6 �--� MULTI -STUD PER PLAN WITH NAILING PER GEN. NOTES s'-o" MIN. BETWEEN SPLICES HDU8 7/8" O-SB7/8 x 24 18" 7/8"0 21/2" SQ x 1/2" 12" 46 6x6 1. A307 ALL -THREAD W/ PLATE WASHER PER SCHEDULE AND DOUBLE NUT BOTTOM THESE PLANS BLD2022-0921 Drawing Number OR EQUIBALENT SIMPSON PAB. EMBED LENGTH MEASURED TO TOP OF WASHER. TYPICAL MULTIPLE —STUD POST CONSTRUCTION TYPICAL TOP PLATE SPLICETMSEAAU CST 022-0922 ►� 9 2. MINIMUM SIZE OF POST UNO ON FRAMING PLANS �_ 10 11 B b2022-092�2 S4,l _ — 3/4 1 0 _ 3/4 = 1 0 —,—„T 3/4 = 1 0 — 5/4' — 1 U' I