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APPROVED RESUB1 BLD2022-0882+Architectural_Plan+8.18.2022_2.15.36_PM+3059937�o i 0 1 6'-22" 64'-41) GROUND FLOOR PLAN Scale: 1/4"=1'-0" City Of Edmonds Building Department Work ADDITION/REMODEL -- -- -- Address -- -- -- -- 8629 187TH PL SW Owner ------------------------------------------------ HURD HOGENSON Approved Date ; 8/26/2022 Building Official ------------------------- Permit Number BLD2022-0882 OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE 9105 R ST E? CT HN CKER 1 S AT Of WASHI?%'GTON .1 V) z z O 0 F= � � 0 LJ 0 � � cn of w w 0 � � U N N N Lij N I- � � I Uj Q DRAWN: BCD CHECK: XXJCD JOB No: HOGENSON 2022 RESUB Aug 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ^�I O V J Z O Z r O 0 0 = 01) oC z O w N*400001 00 QQ.� W OO O 6i 0 SHEET: A2,00 OF: .. SHEETS N N O N 23'-12" n II u 39'-1 1 " �o� Ln II II II II EXTERIOR DECK II II II II II II Ln I CLOSET BEDROOM-4 � `n I BEDROOM-3 HALL BATHROOM O� a ❑ O BATHROOM CLOSET I 0 0 i O CLOSET I N BEDROOM-2 I i� 15'-10" SECOND FLOOR PLAN 23'-102" Scale: 1\4" =1'-0" 910S R ED CT HCa ENOTATF WASNING0= 1 1 ID z z O 0 F= � w o � � w w O � � U N N N N w I Q CO � N iI 00 Q DRAWN: BCD CHECK: XXJCD JOB No: HOGENSON 2022 RESUB Aug 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O V J O Wz w V N O O O 00 O �I oC) O w ~ O �/ W � 00 n LL.0�4 n 0 SHEET: A2,01 OF: .. SHEETS SOUTH ELEVATION EAST ELEVATION Scale: 1/4"=1'-0" Scale: 1/4"=1'-0" 9105 R E? CT HN CKER ATE OF WASHIN TON i z 0 w w o � N N w I Q � N I L NONE" MENELEMEN" DRAWN: BCD CHECK: XXJCD JOB No: HOGENSON 2022 RESUB Aug 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: A2,02 OF: .. SHEETS NORTH ELEVATION WEST ELEVATION Scale: 1/4" =1'-0" Scale: 1/4"=1'-0" 9105 R S Ea LWASHINGTON HNS ATE Z O I- w w o � N W N Q Q DRAWN: BCD CHECK: XXJCD JOB No: HOGENSON 2022 RESUB Aug 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: A2,03 OF: .. SHEETS 0 2018 WSEC NOTES: 105 1�TCT SIC 0) I U SECOND FLOOR FRAMING PLAN EXTENTS OF ADDITION FOYOM EXISTING WALL TO BE REMOVED I `I I' I I. I EXTENTS OF ALTERATION NON -HABITABLE TO HABITRALBE SPACE SW-4 INDICATES SHEAR WALL TYPE AT THIS LEVEL. SEE SSK-05 INDICATED HEADER MEMVER. SEE SSK-09 CARBON MONOXIDE SMOKE DETECTOR (230 SF GROUND FLOOR) 64'-41) NORTH Scale: 1/4"=1'-0" TYPE R502 ADDITIONS: THE KITCHEN AND BATHROOM ADDITION ABOVE WILL CONFORM VIA R502.1.1 PRESCRIPTIVE COMPLIANCE 502.1.1.1 BUILDING ENVELOPE (R402.1 , R402.2, R402.3.1 THRU R402.3.5, 402.4) FENESTRATION U-FACTOR U-0.30 SKYLIGHT U-FACTOR U-0.30 CEILING R-VALUE R-49 WOOD FRAME WALL R-VALUE R-21 INT FLOOR R-VALUE R-30 BELOW GRADE WALL R-VALUE 10/15/21 INT+5TB SLAB R-10 / 2FT NOTE: R402.4 GENERAL A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. EXCEPTION FOR ADDITIONS LESS THAN 500 SF AIR LEAKAGE TESTING NOT REQUIRED. 502.1.1.2 HEATING AND COOLING SYSTEMS NEW HEAT PUMP PROPOSED USING EXISTING DUCT WORK EXCEPTION ADDITIONS LESS THAN 750 SF NEED NOT COMPLY WITH SECTION R403.3.3 502.1.1.3 SERVICE HOT WATER EXISTING HOT WATER SYSTEM TO REMAIN 502.1.1.4 LIGHTING ALL NEW LIGHTING SYSTEMS THAT ARE PART OF THE ADDITION SHALL COMPY WITH SECTION 403.5 NOT LESS THAN 90% OF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH EFFICACY LAMPS R503 ALTERATIONS: MUD ROOM / OFFICE / GYM AREA BUILT WITHIN THE NON -HEATED EXISTING GARAGE SHALL COMPLY TO THE 2018 WSEC VIA R503 ALTERATIONS. THE REMAINDER OF THE EXISTING BUILDING DOES NOT NEED TO COMPLY. 503.1 GENERAL: BASED ON THE ABILITY OF THE BUILDING OFFICIAL TO APPROVE DESIGNS OF ALTERATIONS WHICH DO NOT FULLY CONFORM TO ALL OF THE REQUIREMENTS OF THIS CODE WHERE THE OPTION OF THE BUILDING OFFICIAL FULL COMPLIANCE IS PHYSICALLY IMPOSSIBLE AND OR ECONOMICALLY IMPRACTICAL... REMOVING THE EXISTING SLAB ON GRADE BENEATH THESE AREAS IS NOT ECONOMICALLY PRACTICAL. ALL 2X4 EXTERIOR WALLS WILL BE INSULATED TO A MINIMUM OF R-15 PER R503.1 EXCEPTION BELOW. THE PRESCRIPTIVE PATH WILL BE FOLLOWED FOR ALL REMAINING AREAS. 503.1.1 BUILDING ENVELOPE FENESTRATION U-FACTOR SKYLIGHT U-FACTOR CEILING R-VALUE WOOD FRAME WALL R-VALUE FLOOR R-VALUE BELOW GRADE WALL R-VALUE SLAB 503.1.1 EXCEPTIONS: U-0.30 U-0.30 R-49 R-21 INT R-30 10/15/21 INT+5TB R-10 / 2FT 2. EXISTING CEILING, WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THAT THESE CAVITIES ARE FILLED WITH INSULATION. 2X4 FRAMED WALLS SHALL BE INSULATED TO A MINIMUM OF R-15 AND 2X6 FRAMED WALLS SHALL BE INSULATED TO A MINIMUM OF R-21 3. CONSTRUCTION WHERE THE EXISTING ROOF WALL OR FLOOR CAVITY IS NOT EXPOSED 503.1.2 HEATING AND COOLING: A NEW HEAT PUMP IS PROPOSED TO REPLACE THE EXISTING GAS FORCED AIR SYSTEM. THE EXISTING DUCT WORK IS TO BE USED. LESS THAN 40 LF OF NEW DUCT WORK WILL SUPPLY THIS NEW AREA WITH CONDITIONED AIR. 503.1.3 SERVICE HOT WATER NO NEW HOT WATER SERVICE PROPOSED FOR THE ALTERATION 503.1.4 LIGHTING NOT LESS THAN 90% OF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH EFFICACY LAMPS 503.2 CHANGE IN SPACE CONDITIONING ANY NON CONDITIONED SPACE THAT IS ALTERED TO BECOME CONDITIONED SPACE SHALL BE REQUIRED TO BE BROUGHT UP INTO FULL COMPLIANCE WITH THIS CODE SEE 503.1 GENERAL ABILITY TO APPROVE BASED ON PRACTICAL AND ECONOMIC GROUNDS. 2018 WSEC CREDITS: PER R406.3 ADDITIONS LESS THAN OR EQUAL TO 500 SF REQUIRE A MINIMUM OF 1.5 CREDITS PER R406.2 CONVERSION FROM GAS FORCED AIR TO HEAT PUMP WITH MIN. AFUE OF 90% = 1 CREDIT TABLE R406.3 3.2 AIR SOURCED CENTRALLY LOCATED HEAT PUMP WITH MIN HSPF OF 9.5 = 1 CREDIT 5.2 WATER HEATER SYSTEM SHALL INCLUDE AN ENERGY STAR RATED GAS WATER HEATER WITH A MINIMUM UEF OF 0.80 - 0.5 CREDIT TOTAL 2.5 CREDITS HN Y. L tKER S ATE OF WAS�I"iGTO!� z O f= z 0 � w o cn w � � cf w � � Of o U N N N N I kid � I I 00 Q DRAWN: BCD CHECK: XXJCD JOB No: HOGENSON 2022 RESUB Aug 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �1 O V J Z O z Z r Ld 0 =� O 00 00 � < cf) n I-� C VJ 0o O w O JO N Q 00 W � Ow 0 0 SHEET: A3,00 OF: .. SHEETS —ic I N 39'-901" PROPOSED SECOND FLOOR --m]'A i L EXTENTS OF ADDITION MY��� EXISTING WALL TO BE REMOVED EXTENTS OF ALTERATION NON -HABITABLE TO HABITRALBE SPACE SW-4 INDICATES SHEAR WALL TYPE AT THIS LEVEL. SEE SSK-05 INDICATED HEADER MEMVER. SEE SSK-09 CARBON MONOXIDE SMOKE DETECTOR (14 SF SECOND FLOOR) 1/4"= V-0" NORTH 7A'TE 5 RE ST E? CT HN Ca i 0 WASHU'GTo? j �1 z z o 0 F= � w o � � w w O � � U N N N N � � I � I � Q DRAWN: BCD CHECK: XXJCD JOB No: HOGENSON 2022 RESUB Aug 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O V J Z ^ W O cn z w ( j Vr N O 0 =n �cc I- C�d 0c)O zO r C" 00 W o 0 Cf 0 SHEET: A3,01 OF: .. SHEETS INDICATED HEADER MEMVER. SEE SSK-09 I- - - - - - - - - - I SOUTH ELEVATION EAST ELEVATION Scale: 1/4"=1'-0" Scale: 1/4" =1'-0" INFILL EXISTING WALL OPENING NEW WINDOW / DOOR AT EXISTING WALL NEW WALL UNDER EXISTING ROOF INFILL EXISTING WALL OPENING NEW WINDOW / DOOR AT EXISTING WALL NEW WALL UNDER EXISTING ROOF 9105 RE LWASHVIN!TON HNATE 1 Z O I- w w o � N N QI � I Q DRAWN: BCD CHECK: XXJCD JOB No: HOGENSON 2022 RESUB Aug 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: A3,02 OF: .. SHEETS INL-vvI�IV EXISTING ROOF TO REMAIN ,�— L ,NL „�.��., -- EXISTING DOOR OPENING GLASS DOOR 69 SF © 1:150 = .45 SF REQIRED NORTH ELEVATION WEST ELEVATION Scale: 1/4"=1'-0" Scale: 1/4"=1'-0" INFILL EXISTING WALL OPENING NEW WINDOW / DOOR AT EXISTING WALL NEW WALL UNDER EXISTING ROOF INFILL EXISTING WALL OPENING NEW WINDOW / DOOR AT EXISTING WALL NEW WALL UNDER EXISTING ROOF 7A'TE 5 RE ST E? CT HN Ca i 0 WASHU'GTo? j �1 Z O I- w w o � N N QI � I Q DRAWN: BCD CHECK: XXJCD JOB No: HOGENSON 2022 RESUB Aug 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: A3,03 OF: .. SHEETS CRITERIA I. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWIN65, SPECIFICATIONS, THE 2018 EDITION OF THE INTERNATIONAL BUILDING CODE (IBG). 2. DE516N LOADING CRITERIA ROOF 5NOA LOAD FLOOR LIVE LOAD (RESIDENTIAL) 25 PSF 40 P5F WIND : ANALY515 PROCEDURE: ASGE 1-16 CHAPTER 21 "PART I - BUILDINC75 OF ALL HEIGHTS" R15K CATEGORY II g8 MPH EXP05URE "B" TOPOORAPHIG FACTOR Kzt = 1.0 EARTHQUAKE ANALY515 PROCEDURE: IBG "EQUIVALENT LATERAL FORGE PROCEDURE" 5EI5MIG DESIGN CATEGORY (5DC) = D R15K CATEGORY = II SEISMIC SITE CLA55 = D IMPORTANCE FACTOR le = 1.0 MAPPED MGE 5s = 1.50; 51 = 0.46 DE516N ACCELERATION 5ds = 1.04; 5d� = 0.56 SEISMIC RE515TIN6 SYSTEM: WOOD PANEL BEARING SHEAR HALL, R = 6.5 SEISMIC RE5PON5E COEFFICIENT: Gs = 0.16 3. LATERAL LOADS ARE TRANSFERRED BY THE ROOF AND FLOOR DIAPHRAGM5 TO THE SHEAR WALL5. FORGES ARE BASED ON THE TRIBUTARY AREA FOR EACH SHEAR HALL AND ARE CARRIED BY THE SHEAR WALL5 TO THE FOUNDATION. 4. STRUCTURAL DRAWIN65 SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWIN65 FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMEN51ON5 AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO GOMMENGIN6 ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION 5HOAN ON THE DRAWIN65 ARE INTENDED A5 6UIDELINE5 ONLY AND MUST BE VERIFIED. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRAGIN6 FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THEIR WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE 51TE AND/OR FOR ANY HAZARDS RE5ULTIN6 FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PER5ON5 AT THE PROJECT SITE. 8. GONTRAGTOR-INITIATED GHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. GHAN&E5 5HOAN ON SHOP DRAWIN65 ONLY WILL NOT 5AT15FY TH15 REQUIREMENT. g. DRAWIN65 INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF 51MILAR CHARACTER TO DETAILS 5HOAN, 51MILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARGHITEGT AND THE STRUCTURAL ENGINEER. WHERE INFORMATION ON THE DRAWIN65 15 IN CONFLICT WITH THE SPECIFICATIONS, THE MORE 5TRIN6ENT SHALL APPLY, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. DO NOT SCALE THE DRAWIN65. 10. ALL STRUCTURAL SYSTEMS WHICH ARE COMP05ED OF FIELD ERECTED COMPONENTS SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 11. SPECIAL INSPECTION: SHALL BE SUPERVISED BY A QUALIFIED TE5TIN6 AGENCY DE516NATED BY THE OWNER IN ACCORDANCE WITH SECTIONS 1104 $ 1105 OF THE IBG SEATTLE BUILDING CODE, THE PROJECT SPECIFICATIONS, AND THE SPECIAL INSPECTION SCHEDULE AT THE END OF THE STRUCTURAL NOTES. THE TE5TIN6 AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR AND THE BUILDING OFFICIAL SEATTLE DGI. ANY MATERIALS WHIGH FAIL TO MEET PROJECT SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 12. SPECIAL INSPECTION: EXPANSION BOLTS AND THREADED EXPANSION INSERTS, 5GREW ANCHORS, AND EPDXY GROUTED INSTALLATIONS SHALL BE 5UPERV15ED IN ACCORDANCE WITH IBG 5EGTION5 1104 $ 1105 AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TE5TIN6 AGENCY DE516NATED BY THE OWNER. THE TE5TIN6 AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TE5TIN6 AND INSPECTION REPORTS DIRECTLY TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR AND BUILDING OFFICIAL. ANY MATERIALS WHIGH FAIL TO MEET PROJECT SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. GEOTECHNICAL 15. FOUNDATION NOTES: ALLOWABLE 501L PRE55URE AND LATERAL EARTH PRE55URE ARE A55UMED AND THEREFORE MUST BE VERIFIED IN THE FIELD. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR P05SIBLE FOUNDATION REDE516N. FOOTINC75 SHALL BEAR ON FIRM, UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTH5/ELEVATION5 SHORN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTIN65 MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD. UNLESS OTHERWISE NOTED, FOOTINC75 SHALL BE CENTERED UNDER COLUMNS OR WALL5 ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. Gr:NERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) THE STRUCTURAL DESIGN 15 BASED ON THE FOLLOWING A55UMED VALUES: ALLOWABLE 501L PRE55URE 1,500 P5F LATERAL EARTH PRE55URE (RE5TRA I NED/UNRE5TRAI NED) 55 PGF/35 PGF 5E15MIC SURCHARGE PRE55URE (RE5TRAI NED/UNRE5TRAI NED) SH P5F/5H P5F PASSIVE SOIL PRE55URE 350 PGF SOIL COEFFICIENT OF FRICTION 0.35 501L DEN5ITY 120 PGF 14. DEMOLITION: VERIFY ALL EXI5TIN6 CONDITIONS BEFORE GOMMENGIN6 ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXI5TIN6 CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXI5TIN6 REINFORCING SHALL BE SAVED WHERE AND A5 NOTED ON THE PLANS. SAW GUTTING, IF AND WHERE USED, SHALL NOT GUT EXISTING REINFORCING THAT 15 TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXI5TIN6 STRUCTURE. LIMIT CONSTRUCTION LOADING (INGLUDIN6 DEMOLITION DEBRIS) ON EXISTING FLOOR 5Y5TEM5 TO 40 P5F. A. ALL NEW OPENIN65 THROUGH EXISTING WALL5, 5LA55 AND BEAMS SHALL BE ACCOMPLISHED BY SAW GUTTING WHEREVER POSSIBLE. B. VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO GUTTING ANY OPENINGS. C. SMALL ROUND OPENINC75 SHALL BE ACCOMPLISHED BY CORE DRILLING, IF POSSIBLE. D. WHERE NEW REINFORCIN6 TERMINATES AT EXI5TIN6 CONCRETE, REBAR DOWELS EPDXIED INTO THE EXI5TIN6 CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL REINFORCING, UNLESS OTHERWISE NOTED ON PLANS. 15. CHECK FOR DRYROT AT ALL EXTERIOR WALL5, EXI5TIN6 TOILET ROOM FLOORS AND WALL5, AREAS 5HOWIN6 WATER 5TAIN5, AND ALL ROOD 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 OR ARCHITECT. CMRETE I6. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH AGI 301. CONSTRUCTION TOLERANCES SHALL NOT EXCEED TH05E L15TED IN AGI 111. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 3,000 P51 AND MIX SHALL CONTAIN NOT LE55 THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LE55 (BEFORE THE ADDITION OF ADMIXTURES). THE WATER/CEMENT RATIO SHALL NOT EXCEED 0.55 FOR FOOTINC75 AND 0.45 FOR ALL 5LA65 AND EXPOSED CONCRETE UNLE55 OTHERN15E NOTED. EXCEPT FOR FOOTINC75 AND SLAB ON GRADE, AGGREGATE 51ZE SHALL NOT EXCEED 3/4" THE MINIMUM AMOUNT OF CEMENT AND THE MAXIMUM SLUMP MAY BE GHAN6ED IF A CONCRETE PERFORMANCE MIX 15 SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEK5 PRIOR TO PLAGIN6 ANY CONCRETE. (THE A/C RATIO LIMITS STILL APPLY). THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, GEMENTITIOUS MATERIAL, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL A5 THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND 5UB5TANTIATIN6 5TREN6TH DATA IN ACCORDANCE WITH AGI 301. CHEMICAL ADMIXTURES AND FLY ASH SHALL CONFORM TO A5TM G4g4 AND C618 RESPECTIVELY. FLY ASH PERCENTAGE OF TOTAL CEMENTITIOUS MATERIAL SHALL NOT EXCEED 20%. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHIGH SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS 6ENERALLY TO CONTRACT DOCUMENTS. CONTRACTOR MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT GONFORMI N6 TO A5TM G260. TOTAL AIR CONTENT FOR FR05T-RE515TANT CONCRETE SHALL BE IN ACCORDANCE WITH AGI 318-14 TABLE 11. REINFORCING STEEL FOR RESIDENTIAL) SHALL CONSIST OF #4 BARS CONFORMING TO A5TM A615, GRADE 40, fy = 40,000 P51 AND SHALL BE DETAILED (INGLUDIN6 HOOKS AND BENDS) IN ACCORDANCE WITH AGI 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT 48 BAR DIAMETERS, 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS, LAP 2'-0" MINIMUM. PROVIDE (2) #4 MIN. U.N.O. TRIM BARS AROUND ALL OPENIN65 IN CONCRETE WALL5 OR SLABS EXTENDING 2'-0" PAST CORNERS, TYPICAL. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLE55 SPECIFICALLY 50 DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. NO REINFORCING BARS SHALL BE "WET-5ET" INTO THE CONCRETE. 18. REINFORCING STEEL SHALL BE DETAILED (INGLUDIN6 HOOKS AND BENDS) IN ACCORDANCE WITH AGI 515 AND 518. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 60 BAR DIAMETERS, 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 60 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH AGI 318, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. PROVIDE (2) #5 MIN. U.N.O. TRIM BARS AROUND ALL OPENINC75 IN CONCRETE WALLS OR SLABS EXTENDING 2-6" PAST CORNERS, TYPICAL. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLE55 SPECIFICALLY 50 DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. NO REINFORCING BARS SHALL BE "WET-5ET" INTO THE CONCRETE. PROVIDE A 20' LONG REBAR GROUND (UFER GROUND) PER ELECTRICIAN. 11. CONCRETE PROTECTION (COVER) FOR REINFORCIN6 STEEL SHALL BE AS FOLLOWS: FOOTIN65 AND OTHER UNFORMED SURFACES CAST A6AIN5T EARTH 3" FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER 2" 5LA55 AND WALL5 (INTERIOR FACE) I" CONCRETE WALL REINFORCING - PROVIDE THE FOLLOWING UNLE55 DETAILED OTHERAI5E: WALL THICKNESS VERTICAL BARS HORIZONTAL BARS 6" WALL5 #4 @ lb" (I CURTAIN) #4 @ 12" (1 CURTAIN) 8" WALL5 #4 @ 16" (1 CURTAIN) #4 @ 10" (1 CURTAIN) 20. CA5T-IN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWIN65 FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWIN65 FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENIN65 THROUGH CONCRETE WALL5. SEE ARCHITECTURAL DRAWIN65 FOR ALL GROOVES, NOTCHES, GHAMFER5, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FIN15H DETAILS AT ALL EXP05ED CONCRETE SURFACES, BOTH GA5T-IN-PLACE AND PRECAST. 21. EXPANSION BOLTS INTO CONCRETE SHALL BE "5TRON6-BOLT 2 AE06E ANCHOR", A5 MANUFACTURED BY 51MP50N STRONG -TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORT NO. ESR-3051 INGLUDIN6 STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROP05ED 5UB5TITUTION5 SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMO UE5 REPORTS INDICATING EQUIVALENT OR GREATER LOAD GAPAGITIE5. SPECIAL INSPECTION 15 REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. 22.56REA ANCHORS INTO CONCRETE SHALL BE "TITEN HO", A5 MANUFACTURED BY 51MP50N 5TRON6-TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORT NO. ESR-2113 INGLUDIN6 STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROP05ED 5UB5TITUTION5 SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMO UE5 REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION 15 REQUIRED FOR ALL 56REW ANCHOR INSTALLATION. 25. DRIVE PINS, SHOT PINS AND OTHER POWDER -ACTUATED FASTENERS SHALL BE LOW VELOCITY TYPE FASTENERS AS MANUFACTURED BY HILTI CORPORATION. WHEN GALLED FOR IN THE DRAWIN65, PROVIDE THE APPROPRIATE FASTENER AS NOTED IN THE TABLE BELOW FOR EACH GIVEN APPLICATION. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORTS NO. E5R-2261 FOR THE X-U FASTENERS AND E5R-2371 FOR THE X-CP FASTENERS. MINIMUM EMBEDMENT IN CONCRETE SHALL BE I" UNLE55 OTHERN15E NOTED. MAINTAIN AT LEAST 5" TO NEAREST CONCRETE E06E AND 4" CENTER TO CENTER 5PAGIN6. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMO UE5 REPORTS INDIGATIN6 EQUIVALENT OR GREATER LOAD CAPACITIES. ALLOWABLE APPLICATION 2X TREATED LUMBER TO GONGRETE (2000 P51 MIN.) ALLOWABLE FASTENER TYPE X-GP 12 PS 523 w/ 1.55" EMBED SHEAR CAPACITY (LB5) TEN51ON CAPACITY (LB5) 250 W 24. EPDXY -GROUTED ITEMS (THREADED R005 OR REINFORCIN6 BAR) INTO CONCRETE SHALL BE INSTALLED U51N6 "5ET-36" APHE51VE ANCHOR A5 MANUFACTURED BY 51MP50N 5TRON6-TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORT NO. ESR-4051, INGLUDIN6 STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROP05ED 5UB5TITUTION5 SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMO UE5 REPORTS INDIGATIN6 EQUIVALENT OR GREATER LOAD GAPAGITIE5. SPECIAL INSPECTION OF INSTALLATION 15 REQUIRED. WOOD 25. FRAMIN6 LUMBER: SHALL BE KILN DRIED OR MC-11 (MOISTURE CONTENT LESS THAN 11%), AND GRADED AND MARKED IN CONFORMANCE WITH W.G.L.I.B. STANDARD NO. 11 GRADING RULES FOR AE5T COAST LUMBER. FURNISH TO THE FOLLOWING MINIMUM 5TANDAR05: JOISTS (2X, 3X, AND 4X MEMBERS) DOU6LA5 FIR NO. 2 BEAMS AND 5TRIN6ER5 (INGLUDIN6 6 X AND LARGER MEMBERS) DOU6LA5 FIR NO. I POSTS AND TIMBERS DOU6LA5 FIR NO. I 5TUD5, PLATES 4 MISCELLANEOUS LIGHT FRAMING DOU6LA5 FIR NO. 2 (A5 NOTED ON PLANS / DETAILS) 26. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH A5TM 05131 AND AN51 AIgO.I STANDARDS. 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. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2,400 PSI, Fv = 240 PSI, E = I,800 K51. CAMBER ALL SIMPLE SPAN 6LULAM BEAMS TO 5,000' RADIUS UNLE55 5HOAN OTHERWISE ON THE PLANS. 21. LAMINATED VENEER LUMBER (LVL) SHALL BE DE516NED AND MANUFACTURED PER A5TM 05456. EACH PIECE SHALL BEAR A STAMP OR 5TAMP5 NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, AND THE INDEPENDENT INSPECTION AGENCY'S LOGO. ALL LAMINATED VENEER LUMBER SHALL BE MANUFACTURED U51N6 DOU6LA5 FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM 0255g WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. MINIMUM STRUCTURAL PROPERTIES ARE AS FOLLOA5: Fb = 2600 PSI, E = 2.0 x 106 PSI, Fv = 285 P51 DE516N 5HOAN ON PLANS 15 BASED ON MATERIALS MANUFACTURED BY THE AEYERHAEU5ER CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 23. WOOD 5HEATHING SHALL BE APA RATED, EXTERIOR GLUE; EXP05URE I, IN CONFORMANCE WITH THE REQUIREMENTS FOR THEIR TYPE IN DOG P5-1 OR P5-2. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. UNLE55 OTHERWISE NOTED ON THE PLANS, ROOF AND FLOOR SHEATHIN6 SHALL BE LAID UP WITH FACE 6RAIN PERPENDICULAR TO SUPPORTS. ALL FLOOR 5HEATHIN6 E06E5 SHALL HAVE APPROVED TONGUE -AND -GROOVE JOINTS OR SHALL BE SUPPORTED WITH 50LID BLOCKING. ALLOW 1/8" 5PAGIN6 AT ALL PANEL EDGE5 AND EN05 OF FLOOR AND ROOF 5HEATHING. TOENAIL BLOGKIN6 TO SUPPORTS WITH (2) IOd-F NAILS AT EACH END, UNLE55 OTHERN15E NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGM5 PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPACED PER PLANS. WHERE NOT NOTED OTHERWISE, NAIL PANEL E06E5 WITH Sd NAILS ® 6" O.G. E06E5, 12" O.G. IN THE FIELD. 2g. ALL WOOD EXP05ED TO WEATHER, OR BEARING ON UNPROTECTED CONCRETE BELOW GRADE, OR BEARING ON UNPROTECTED CONCRETE LE55 THAN 8" FROM EXP05ED EARTH SHALL BE PRE55URE-TREATED, U.O.N. PRE55URE TREATMENT SHALL BE WITH AN APPROVED PRESERVATIVE CONFORMING TO AMERICAN WOOD PRESERVERS A550CIATION UI AND M4 AND 5HALL BE BRANDED WITH A QUALITY CONTROL AGENCY MARK BY THE AWPA OR EQUAL. ALL METAL HARDWARE IN CONTACT WITH TREATED WOOD SHALL BE PROTECTED WITH A 6155 GALVANIZED GOATING (ZMAX) OR BETTER. ALL NAILS IN TREATED WOOD SHALL BE HOT -DIP GALVANIZED OR BETTER. PROVIDE 2 LAYERS OF 30# ASPHALT IMPREGNATED BUILDING PAPER BETWEEN NON-PRE55URE-TREATED LED6ER5, BLOCKING, ETC., AND CONCRETE. 30. TIMBER CONNECTORS GALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY 51MP50N COMPANY, AS SPECIFIED IN THEIR CATALOG NO. C-0-2021. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE I.G.G. OR IAPMO UE5 APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. CONNECTORS SHALL BE 51ZED TO MATCH THE 51ZE OF THE FRAMING MEMBERS BEING CONNECTED. PROVIDE NUMBER AND 51ZE 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 A5TM A301. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLE55 NOTED 31. IRNEW 41 QUANTUM CONSULTING ENGINEERS 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: - ��'�,pp L9E A- -�`�fONAL PROJECT: HOGENSON RESIDENCE RESUB 8629 187TH TIL118SW EDMONDS, V°PAO26 APPROVAL: P.M. SHT P.E. MDW DRAWN BY: TA SCALE: AS SHOWN DATE: 6/27/22 JOB NO. 22287.01 SHEET TITLE: GENERAL STRUCTURAL NOTES SHEET NO. OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL BOLTS TIGHTENED TO 5NU6 TIGHT. 32. WOOD FASTENERS: A. NAIL SIZES SPECIFIED ON DRAWIN655 ARE BASED ON THE FOLLOWING SPECIFICATIONS: DRAWING ID NAIL NAME NAIL DIAMETER NAIL LENGTH "bd" bd Common 0.115" 2" "ad Box" Sd Box 0.113" " 2-1/2 "8d" Sd Common 0.151" 2-1/2" "IOd-F" IOd Framer 0.131 " 3" "IOd" IOd Shear 0.148" 2-1/4" 1116d" 16d Sinker 0.148" 3-1/4" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. B. NAILS - 5HEATHIN6 FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF 5HEATHIN6 WITH NO COUNTERSINKING PERMITTED. C. SCREWS SHALL BE WOOD 5GREW5 OF THE DIAMETER AND LENGTH NOTED ON THE DRAWIN65. 505 FASTENERS ARE 51 MP50N STRONG ORI VE 5GREW5. D. HOT DIPPED GALVANIZED NAILS, BOLTS AND METAL PLATES - ALL NAILS, BOLTS AND METAL PLATES IN CONTACT WITH PRE55URE TREATED (INGLUDING FIRE -RETARDANT TREATED) LUMBER SHALL BE HOT DIPPED GALVANIZED. 52. WOOD FRAMING NOTES: THE FOLLOWING APPLY UNLE55 OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE 150. MINIMUM NAILING, UNLE55 OTHERA15E NOTED, SHALL CONFORM TO 150 TABLE 2304.10.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWING5. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG 5GREW5 BEARING ON WOOD. TIGHTEN BOLTS AND LAG 5GREW5 SNUGLY AGAINST WOOD FRAMING AFTER WOOD HAS REACHED SPECIFIED M015TURE CONTENT. B. WALL FRAMING: ALL BEARING AND SHEAR WALL5 SHOWN AND NOT OTHERWISE NOTED SHALL BE 2 x 4 5TUO5 16" O.G. AT INTERIOR WALLS AND 2 x 6 @ 16" O.G. AT EXTERIOR WALL5. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL BEARING AND SHEAR WALL5 AND AT EACH 51DE OF ALL OPENINGS. 50LID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. ALL BEARING STUD WALL5 SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 8" O.G. 5TAGGERED OR BOLTED TO CONCRETE WITH 5/5" DIAMETER ANCHOR BOLTS WITH 3 "x3 "x 1 /4" PLATE WASHERS @ 4'-0" O.G., UNLE55 INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH IOd-F NAILS @ 8" O.G. 5TA66ERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED 5HEATHIN6 AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFAGES AND GYPSUM 5HEATHIN6 ON EXTERIOR SURFACES ATTACHED TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOGKIN6 WITH 5GREW5 AT 5" O.G. USE 1-1/4 " W #6 5GREW5 FOR 1/2" GWB AND 5/8" GWB WHERE OCCURS. USE 1-1/4" W #6 GALVANIZED 5GREW5 FOR 1/2" GWB AND 5/5" EXTERIOR GYPSUM 5HEATHIN6, WHERE OCCURS. VERIFY THE FIRE A55EMBLY REOUIREMENTS WHERE APPLICABLE WITH THE ARCHITECT. G. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE J015T5 UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE J015T LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLE55 OTHERWISE NOTED. PROVIDE 50LID BLOCKING AT ALL BEARING POINTS. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH IOd-F NAILS @ 5" O.G. 5TA66ERED UNLE55 OTHERWISE NOTED. D. POSITIVE CONNECTIONS: PROVIDE THE FOLLOWING 51MP50N CONNECTORS AT TYPICAL FRAMING UNLE55 OTHERWISE NOTED ON PLAN OR DETAIL. PROVIDE CCO/ECGG GAPS AND PBS BA5E5 AT POSTS. PROVIDE BG BASE WHERE P05T BEARS ON WOOD FRAMING BELOW. PROVIDE LU5 SERIES HANGERS FOR 2X FLOOR AND ROOF JOISTS. CONNECTORS SHALL BE 51ZED TO MATCH THE 51ZE OF THE FRAMING MEMBERS BEING CONNECTED. 0 GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) At L Angle d Penny (Nails) LB. Pound Diameter LL Live Load Degrees LLH Long Leg Horizontal # Pounds LLV Long Leg Vertical #... Number LON61T. Longitudinal LT. WT. Lightweight (A) Above A.B. Anchor Bolt MAX. Maximum ADD'L Additional MECH. Mechanical ALT. Alternate MEZZ. Mezzanine APPROX. Approximate MF Moment Frame ARCH. Architect MFR. Manufacturer MIN. Minimum (B) Below MISC. Miscellaneous B/ Bottom of MK. Mark BF Braced Frame BLKG. Blocking (N) New BLD6. Building N. North BM. Beam N.S. Near Side BOT. Bottom NOM. Nominal BR6. Bearing NT5 Not to Scale BTWN. Between O.G. On Center GL or CL Centerline O.D. Outside Diameter G Camber O.F. Outside Face GIP Gast In Place O.H. Overhang G.J. Construction Joint or Control Joint OPNG. Opening GJP Complete Joint Penetration OPP. Opposite GL6. Ceiling GLR. Clear PAF Powder Actuated Fastener GMU Concrete Masonry Unit PG Precast COL. Column PERM. Permanent GONG. Concrete PERP. Perpendicular CONN. Connections PJP Partial Joint Penetration CONST. Construction PL or fE Plate CONT. Continuous PLF Pounds per linear Foot GSK. Countersink PLYWD Plywood PREFAB. Prefabricated OBA Deformed Bar Anchor P5F Pounds per Square Foot OBL. Double P51 Pounds per Square Inch DEG. Degree P.T. or PT Post -Tensioning OF Doug Fir -Larch P/T Pressure -Treated DIA. Diameter DIAL. Diagonal RAO. Radius DIAPH. Diaphragm REF. Reference DIM. Dimension REINF. Reinforce or Reinforcement ON. Down READ. Required DO Ditto REV. Revise DTL. Detail R.O. Rough Opening DTP Double Top Plate DWG. Drawing 5. South SGH. or SGHEO. Schedule (E) Existing SECT. Section E. East SHT. Sheet EA. Each SIM. Similar E.F. Each Face 506 Slab On Grade EL. Elevation SPEC. Specification ELEV. Elevator 50. Square EMBED. Embedment Length 50. FT. Square Feet EN6R. Engineer 50. IN. Square Inches) Ea. Equal 5PF Spruce -Pine -Fir E.W. Each Way 5.5. Stainless Steel EXP. Expansion STD. Standard EXT. Exterior STIFF. Stiffener STL. 5tee FON. Foundation 5TR. Structural FIN. Finish SUB. Substitute FLR. Floor SYM. Symmetrical FRP Fiber Reinforced Polymer F.S. For Side T/ Top of FT. Foot or Feet T$ B Top and Bottom FT6. Footing T46 Tongue $ 6roove TEMP. Temporary 6A. Gauge THRU Through 6ALV. Galvanized T.O.G. Top of Concrete 6L Glue Laminated T.0.5. Top of Steel GWB Gypsum Wa I I Board T.O.W. Top of Noll TRANS. Transverse H06 Hot Dipped Galvanized T5 Tube Steel HOR. Header TYP. Typical HF Hem Fir H6R. Hanger U.O.N. Unless Otherwise Noted HORIZ. Horizontal H55 Hollow Structural Section VERT. Vertical HT. Height VIF Verify in Field I.D. Inside Diameter W. West I.F. Inside Face W/ or w/ With IN. Inch W.H.S. Welded Headed Stud INFO. Information NO Without INT. Interior W.P. Work Point W.T.S. Welded Threaded Stud JT. Joint WWF Welded Wire Fabric K Kips X SECT. Gross Section K5F Kips per Square Foot X-5TR Extra Strong K51 Kips per Square Inch XX-5TR Double Extra Strong QUANTUM CONSULTING ENGINEERS 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com SEAL: PROJECT: HOGENSON RESIDENCE RESUB Aug 18 2022 8629 187TH LTyoFa DES EDMONDS, WA DE4026 APPROVAL: P.M. SHT P.E. MDW DRAWN BY: TA SCALE: AS SHOWN DATE: 6/27/22 JOB NO. 22287.01 SHEET TITLE: GENERAL STRUCTURAL NOTES SHEET NO. Simi (2) 2X (2) 2X (E) POST NC. FOOTING SUPPORTED ON r22"'U NEW STEM WALL A4.3 CONC. STEM WALL 1 2X6@16" OC A4.3 SW-4 SW-4 (2) 2X EXTERIOR STUD WALL TYPICAL F_ �\I------ � 1 -- ---- 4— L------------ --- -- I —— 112 2 /HD 2 — � i r I I I I I I I I A4.3 o SK-0 F A4.4' I I i i li I F (E) Pfff TO BE MOVED (E) EXT. FTG J ------- AND STEM WALL I SSK-02 32" APA RATED SHEATHING r SSK-01 A4.4 NAILED TO FRAMING WITH 8d A4.4 NAILS @6" OC AT ALL PANEL EDGES AND 8d NAILS @ 12" NEW 61 6 POST �AT INTERMEDIATE FRAMING AMD FPPTOM - ---- -- - CONTIUOUS FROM - ---� FOOTINb TO tND ----L__1_- FLOOR I SYSTE SSK-04MENEM E II A4.4 EXisT G FLOpR F -- =--IH ° K-04 o RAMING -- --� I I ° A 4 rNLMA/N ° II E) EXI ST'G FL FRAMING T I o EM AWN 1S1' G S13g ON GRACE (E) EX I I II II I I I I � I I 17 --- I EXTENTS OF ADDITION SW-4 INDICATES SHEAR WALL TYP AT T LEVEL. SEE SSK-05/A4.4 INDICATED HEADER MEMBER.-,,SF-,,E SSK-09/A4.5 vZYMM EXISTING WALL TO BE REMOVED HDU"X" INDICATES HOLDOWN PER SSK-06/A4.5 F- -_; -.... , .. ■❑ AMt� FOOTING. Pf7ST CONTINUOUS FROM FOOTING TO I I I I I I I I I I I I I I I I 2ND FLOOR _ ❑■ GROUND FLOOR FOUNDATION AND FLOOR FRAMING PLAN CARBON MONOXIDE SMOKE DETECTOR EXTENTS OF ALTERATION (230 SF FIRST FLOOR) NON -HABITABLE TO HABITRALBE SPACE (2) 2X 2X4 @ 16" OC STUD WALL ON GRADE B (E) EX1ST, G SSA _/_1 (E) POST C \•C ■ Scale: 1/4"=1'-0" ❑■ 9105 R EO CT INN CKER f S ATE OF WASHINGT0 1 1 ID z z o 0 F= � � v LJ w w LLJ O Q a_U N N N N I Q CO 00 Q DRAWN: BCD CHECK: XXJCD JOB No: HOGENSON 2022 RESUB Aug 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O V J 1 OO H W w0 V N O 0 1 O =� O 00 < IJ-I 00 � G1 0 w c J O 0 DU V VJ 0 SHEET: A4,00 OF: .. SHEETS N N O 105 N I CT 17 I EXTENTS OF ADDITION SW-4 INDICATES SHEAR WALL TY S LEVEL. SEE SSK-05/A4.4 INDICATED HEADER MEMB R. SEE SSK-09/A4.5 C`1 Ir ATIAI/' r\/Tr M 1/l r) IA/ AI I Mr-M SECOND FLOOR FRAMING PLAN NORTH Fzy��� EXISTING WALL TO BE REMOVED NEW WALL U") " IN AT S HOLDOWN PER SSK-06/A4.5 ------- ---� 0 CARBON MONOXIDE 0 SMOKE DETECTOR L - -- --- I EXTENTS OF ALTERATION (14 SF SECOND FLOOR) NON —HABITABLE TO HABITRALBE SPACE Scale: 1/4"= V-0" tHE N OF WaSNir;GTO!� Z z O 0 W U � � Cn cl� � W W O � � U N N N N Q Q DRAWN: BCD CHECK: XXJCD JOB No: HOGENSON 2022 RESUB Aug 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O � J W O C O z r w O 0 = 1 O cc 701) 0 �+ LLJ z J 0 N 0 Q � rrF-'^^-I LL. 0 r��� V J 0 SHEET: A4,01 OF: .. SHEETS N N O N JIIVIILHN LLUI2LN HI I-- IJIIINV I -I III EXISTING FOUNDATION TO REMAIN BUILDING / WALL SECTION 7; NEW STRUCTURE (UNDER EXISTING ROOF) EXISTING STRUCTURE TO REMAIN EXISTING ROOF AND BEAM TO REMAIN EXISTING BEAM TO BEAR ON NEW EXTERIOR WALL EXISTING DECK AND RAILING TO BE REMOVED ;OMPOSITE ROOF TO MATCH EXISTING AT MAIN >TRUCTURE METAL FAASHING AT HEAD AND RAKE WHERE JEW ROOF MEETS EXISTING WALL DRIP EDGE FLASHING )VER FACIA. )OUBLE 2X12 AT BEARING WALL ABOVE 3/A4.5 EDGER AT EXISTING RIM JOIST EXTERIOR WALL (TYPICAL) WOOD SIDING TO MATCH EXISTING 0/ MOISTURE BARRIER MEMBRANE 0/ 2" PLYWOOD SHEATHING 0/ 2X6 STUDS AT 16" OC W/ R-21 BATT INSULATION 0/ "' PAINTED GWB. 2X12 FLOOR JOIST W/ 4" PLYWOOD SHEATHING PER FRAMING PLAN JTINUOUS FOOTING DRAIN WITH PERFORATED PIPE IN CLEAN DRAIN GRAVEL AND WRAP WITH DRAIN FABRIC. INTO EXISTING FOOTING DRAIN Scale: 1/2"= V-0" LHN �C' V�NGTO!; ATE OF WA5! i z 0 Cn W W 0 � N W N Q Q DRAWN: BCD CHECK: XXJCD JOB No: HOGENSON 2022 RESUB Aug 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: A4,02 OF: .. SHEETS a • a 3 42 BAR DIA. (24" MIN) I CORNER BAR SAME SIZE & SPACING AS HORIZ. WALL REINF. SEE WALL SECTIONS FOR SIZE AND SPACING OF WALL REINFORCING a ALTERNATE BAR DIRECTION a a / a ° a a • ° 42 BAR DIA. (24" MIN) I I a I _ u ° a 42 BAR DIA. (24" MIN) �TYP CORNER REINFORCEMENT A4.3 1 " = 1'-0" SHEARWALL BOTTOM PLATE AND CONN PER SCHED SHEARWALL EDGE NAILING 1%4" LSL RIM JOIST - TYP UNLESS NOTED OTHERWISE SHEARWALL EDGE NAILING, BREAK SHEATHING AT TOP PLATE ONLY SHEARWALL PER - PLAN JOISTS PARALLEL DIAPHRAGM EDGE NAILING A34 EACH BLOCK (2) BAYS SOLID BLOCKING AT 48" O.C. W/ DIAPHRAGM EDGE NAILING (E) EXIST'T FLOOR JOISTS PER PLAN 4 FLOOR JOIST TO WALL CONNECTION A4.3 ) 1 " = 1'-0" PRESSURE TREATED SILL PLATE USE 2x6 w/ s"O x 10" A.B. @ 48" O.C. (MAX) EDGE NAILING TO SILL PLATE 10d COMMON NAIL (1-1/2" MIN PENETRATION INTO FRAMING MEMBERS) — ° Z X 00 N 4" 0 PERFORATED PLASTIC PIPE. CENTER IN ONE CUBIC FOOT OF FREE DRAINING GRAVEL AND DRAIN TO APPROVED OUTFALL. DIAPHRAGM EDGE NAILING 16d INTO EA BLOCK JOIST HANGER ° ----2X PT LEDGER W/ 2" X 5" HILTI ANCHOR BOLTS & WASHER @ 12" OC - 1I 1 JOIST PER PLAN 0°000°o oOoO OQ o0 0( (2) #4 BARS @ TOP OF WALL #4 BARS HORIZ @ 16" OC MAX IN #4 @ 16" O.C., ALT DIRECTION Or: ° —HOOK IN FOOTING- ° IILjz DO U — 4 UNO PER PLAN, FOOTING PER PLAN w/ (2)#4 LONG & #4 @ 10" O.C., U.N.O. JOISTS PERPENDICULAR 2 WALL TO FOUNDATION A4.3 ) 1 " = 1'-0" SHEARWALL BOTTOM PLATE AND CONN PER SCHED SHEARWALL EDGE NAILING 2x RIM JOIST SHEARWALL EDGE NAILING, BREAK SHEATHING AT TOP PLATE ONLY SHEARWALL PER PLAN - DIAPHRAGM EDGE NAILING A34 EACH JOIST (E) EXIST'T FLOOR JOISTS PER PLAN JOISTS PERPENDICULAR PRESSURE TREATED SILL PLATE USE 2x6 w/ s"O x 10" A.B. @ 48" O.C. (MAX) EDGE NAILING TO BOTTOM - PLATE & SILL PLATE 10d \ COMMON NAIL (1-1/2" MIN \ PENETRATION INTO FRAMING MEMBERS) DIAPHRAGM EDGE NAILING 16d INTO EA BLOCK PT EDGE JOIST LEDGER W/ 2" X 5" HILTI ANCHOR BOLTS & WASHER @ 12" OC A34 EACH BLOCK � I I ,__ BLO NG @ 48" O.C. w/ ( — 10d N LS — a a — IIII JOIST PER PLAN (2) #4 BARS @ • TOP OF WALL #4 BARS HORIZ < @ 16" OC MAX 0 <" #4 @ 16" O.C., ALT IN ° HOOK IN FOOTING ° 0 Z — 0, 0° a �,0� 0o0ooO6 ° z OQ 4 — 1'-4" UNO PER PLA 4" 0 PERFORATED PLASTIC PIPE. FOOTING PER PLAN w/ (2)#4 CENTER IN ONE CUBIC FOOT OF LONG & #4 @ 10" O.C., U.N.O. FREE DRAINING GRAVEL AND DRAIN TO APPROVED OUTFALL. JOISTS PARALLEL 3 WALL TO FOUNDATION A4.3 1 " = 1'-0" 4'-0"MIN SPLICE LAP (2) ROWS 10d-F NAILS STAGGERED (WITHIN AREA OF SPLICE @ 3"O.C.) DOUBLE TOP PLATE 10d-F NAILS @ 12" OC STAGGERED IN 2 ROWS ELSEWHERE BREAK LOWER PLATE @ STUD CENTERLINE STUDS & SPACING PER PLAN NOTE: 4'-0" MIN BETWEEN SPLICES 5 ATYPICAL TOP PLATE SPLICE A4.3 ) NTS NOTE: SEE SSK 1 THRU 14 FOR SSK CALLO UTS ON PLANS TRUSS PER PLAN EDGE NAILING INTO - BLOCKING PER PLAN, 8d @ 6" O.C. MIN H1 CLIP @ EACH - TRUSS (24" O.C. MAX) SHEARWALL PER PLAN NAIL SHEATHING INTO EA MEMBER OF TOP PLATE SIMPSON A34 EA BLOCK, 24" O.C. MAX VENTILATION MAY BE REQ'D AT BLOCKING. VERIFY METHOD W/ ENGINEER PRIOR TO CONSTRUCTION. BIRD BLOCKING IS ACCEPTABLE. 6 ROOF TO SHEARWALL CONNECTION A4.3 1 " = 1'-0" N N O N 9105 R Ea cT N" CKER ATE OF WASHIN'STON � z w U 0 c> L: LJ w w LLJ 0 � � U N N N N I Q I co � I I cr_ L DRAWN: BCD CHECK: XXJCD JOB No: HOGENSON 2022 RESUB Aug 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: A403 OF: SHEETS 2x PT LEDGER W/ SHEATHING 2x PT LEDGER W/ SHEATHING 1/ 2" x 5" HILTI AND PANEL (E) CAR 1/ 2" x 5" HILT[ AND PANEL (E) CAR ANCHOR BOLTS & EDGE NAILING DECKING OVER ANCHOR BOLTS & EDGE NAILING DECKING OVER #4 DOWELS TO LAP T'T „ WASHER @ 12 o.c. PER PLAN (E) BEAMS WASHER @ 12" oc PER PLAN .. (E) BEAMS w/ HORIZ. REINF., 21_011 \r DRILL 4 EPDXY\r TYP 71ME4 GLEAN 4 ROUGHEN ZEE 5URFAGE, TYP. N kj GONG. — JOIST PER (E) GONG. WALL JOIST PER PLAN (E) GONG. WALL FOUNDATION PER PLAN (E) GONG. WALL PLAN (E) GONG. FTG. 2x B L K G @ (E) GONG. FTG. 411 48" o.c. W/ NP• (E) GONG. FTG. (3) 10d _ NAILS #4 DOWEL TO LAP w/ GONTINUOU5 FOOTING REINF., DRILL 4 EPDXY. ALIGN B/ FTG. mm ��'�IDNAL 1 1 L 'NNAL HOGENSON RESIDENCE 6/15/22 22287.01 HOGENSON RESIDENCE 6/15/22 22287.01 HOGENSON RESIDENCE 6/15/22 22287.01 project date job no. project date job no. project date job no. NEW FOUNDATION TO EXISTING FOUNDATION MW 1511 THIRD AVENUE 2x JOIST PERPENDICULAR TO (E) FNDN MW 1511 THIRD AVENUE 2x JOIST PARALLEL TO (E) FNDN MW 1511 THIRD AVENUE SUITE323 drawn by; SEATTLE, WA 98101 TEL 206.957.3900 DECKER STUDIO SSK-01 ` SUITE323 drawn by. SEATTLE, WA 98101 TEL 206.957.3900 DECKER STUDIO SSK-02 ` SUITE323 drawn SEATTLE, WA 98101 TEL 206.957.3900 DECKER STUDIO SSK-03 QUANTUM FAX 206.957.3901 fA C C .N S U IT I N G E N G IN E E IS www.quantumce.com client design by: sheet no. QUANTUM FAX 206.957.3901 C O N S U L T I N G E N G I N E E R S WWW.gUantumce.com cheat design by: sheet no. QUANTUM FAX 206.957.3901 C C N S U L T I N G ENGINEERS WNW.quantumce.com cheat design by: sheet no. 1511 THIRD AVENUE SUIT SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 QUANTUM FAX 206.957.3901 CONSULTING ENGINEER$ www.quantumce.com 2'-6" SQUARE�i' CUT AND REPATCH (E) CAR DECKING WHERE REQUIRED TO POUR SPREAD FOOTING (E) CAR DECKING OVER (E) B EAMS A34 CLIP WHERE REQUIRED TO SUPPORT CAR DECKING AT NEW oncr PLAN >5T BA5E a� t HOGENSON RESIDENCE 6/15/22 22287.01 project date job no. POST TO SPREAD FOOTING MW drawn by: DECKER STUDIO SSK-0 4 client design by: sheet no. 9105 R S Ea CT HN CKER S ATE OF WASHINGTON j �� IN � z O w o � w LLI Lw O N N N Lij N I _— Q QO i �00 Q DRAWN: JCD CHECK: XXJCD JOB No: HOGENSON 2022 RESUB Aug 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: A4*4 OF: SHEETS SHMA WALL 5G ou BOTTOM PLATE ATTACHMENT TOP PLATE ATTACHMENT SHEAR SHEAR WALL PANEL PANEL 2x BOTTOM PLATE ANCHOR BOLTING RIM JOIST OR BLOCKIN6 WALL SHEATHING EDGE EDGE NAILING CONNECTION TO RIM OF SILL PLATE TO CONNECTION TO TOP PLATE TYPE OI FRAMING O J0157 OR BLOCKING CONCRETE BELOW TT 6 2 7 BELOW 3x PLATE 2x PLATE INTERIOR WALL EXTERIOR WALL 501-6 1/16" APA 2x 0.131W2h" O.I48"0934411 6 6" O.G. %`0 a 48" O.G. %"4 ® 46" O.G. A35 a 16' O.G. G LTP4. 16" O.. ONE -SIDE SHT6. a 6 O.G. q SW-4 1/16" APA 3x OR (2) 2x 0.131'mx21I 01481 iPO4' a 4" O.G. %H0 a 48" O.G. �b"m a 52" O.G. A55 a 16' O.G. LTP4 a 16" O.G. ONE-5117E 5HT6. a 4" O.G. 8 q l� QI INSTALL PANEL SHEATHING EITHER HORIZONTALLY OR VERTICALLY FOR THE ENTIRE LENGTH OF THE WALL PER PLAN, WALL STUD 5PAGIN6 SHALL BE I6" O.G. MAXIMUM. ALL INTERMEDIATE WALL 571M SHALL BE PER PLAN. PROVIDE BACKING FRAMING AT ALL PANEL EDI INCLUDING HORIZONTAL BLOCKING PER THE SCHEDULE. �3 PROVIDE NAILIN6 TO ALL PANEL E06E5, TOP E BOTTOM PLATES AND HORIZONTAL BLOCKING. PROVIDE THE SAME NAILIN6 PATTERN TO EACH MULTIPLE STUD OF THE BUILT-UP HOLD DOWN POST. NAIL PANEL TO INTERMEDIATE PRAMIN6 MEMBERS W 0.131'0 x 2!42" a 12" O.G ® EMBED CAST -IN -PLACE 5/5"0 ANCHOR BOLTS T' MIN. (OR EMBED ADHESIVE ANCHOR BOLTS 5 1/2" IN (Fa CONCRETE; SEE STRUCTURAL NOTES). PROVIDE PLATE WASHER 3" x 3" x 1/4" AT EACH ANCHOR BOLT. SILL PLATES SHALL BE TREATED PER 6ENERAL NOTES, AND SHALL BE 2x OR 3x PER THE SCHEDULE. SEE DETAIL SSK-0 7 FOR OTHER RECUIREMENT5. Q5 PROVIDE HOT DIPPED 6ALVANIZED NAILS, BOLTS, OR METAL PLATES FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED hEhBERS, © PROVIDE 0.151-0 x I-1/2" LONG NAILS FOR CLIPS DIRECTLY ATTACHED TO FRAMING MEMBERS; PROVIDE 0.151" 0 x 2-I/2" LONG NAILS FOR CLIP5 INSTALLED OVER FLOOR OR WALL SHEATHING ON FRAMING MEMBERS. SEE 1 FOR TOP PLATE SPLICE. 5/A4.3 0 ALTERNATIVE TO 3x STUDS AND 3x HORIZ. BLOCKING 15 (2) 2x 5TUD5IBLKG. NAILED TOGETHER WITH 0.146"P x 3' LON6 NAILS WITH THE SAME 5PAVN6 A5 THE PANEL EDGE NAILING PER THE SCHEDULE (57ASSER). �Cpx ••gpT� ® STAGGER NAILS PER SSK-14 ��� RIM J015T/BLOCKING MINIMUM WIDTH OF I';4". STAGGER NAILS PER SSK-14 WHERE 5PAGIN6 15 LE55 THAN 6" o.C. �„ sw' 8 HOGENSON RESIDENCE 6/15/22 22287.01 project data job na 1511 THIRD AVENUE SHEAR WALL SCHEDULE SU I-E 323 draw SEATTLE, WA 98101 TEL 206.957.3900 DECKER STUDIO SSK-05 QUANTUM FAX 206.957.3901 ­­T­ ENGINEERS www.quantumce.com Client desip sheet SHEATH AND ED NAILING PER PL, BIMP50N URFP PLATE a 4'-0 " D.G. A/ (2) y2"'0 EXPANSION BOLTS TO A (EMBEDS" MIN) PROVIDE MIN. OF (2) PLATES PER WALL SECTION (E) CAR DECKING OVER Z(E) BEAMS --J (E) GONG. WALL (E) GONG. FTG. HOGENSON RESIDENCE 6/15/22 22287.01 project date job no. 15117HIRCAVENUE SHEAR WALL RETROFIT SUITE 323 draw SEATTLE, WA 98101 TEL 206.957.3900 DECKER STUDIO SSK-0 8 Q U A N T U M FAX 206.957.3901 c o N s u i T N G E N G i N E E R s www.quantumce.com Client design sheet BOTTOM PLATE ATTACHMENT (MIN. Ibd NAILS @ 6" O.G. AT NON -SHEAR WALLS) PANEL EDGE NAILING PANEL EDGE PER PLAN NAILING PER PLAN TO BLKG., TYP. /(E) SHEATHING PER PLAN � (E) JOIST PER PLAN 2x BLKG. EACH BEAM PER PLAN SIDE ® 48 O.G. 24" MIN. TOTAL LENGTH OF BLOCKING HOGENSON RESIDENCE 6/15/22 22287.01 project date job na 15'1 THIRD AVENUE (E) STRUCT. WALL TO PARALLEL BEAM BELOW SUITE 323 draw SEATTLE, WA 98101 TEL 206.957,3900 DECKER STUDIO SSK-11 QUANTUM FAX 206.957 3901 CDNSULTING E M N I E N s www,quentumce.com client design sheet SHEATHING AND SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE HOLDOWN STUDS OR P05T UP TO !/2" OF FLAT SHIM MAY PER PLAN, (2) 2x MIN. BE PLACED HERE TO AID IN SHEAR WALL EDGE NAILING AT INSTALLATION OF HOLDOWN EACH HOLDOWN STUD OR POST If CONNECTORS TO HOLDOWN STUD AS REQUIRED BY MFR. I SEE SCHEDULE II I HOLDOWN PER PLAN 0 II IOd-F NAILS @ 8" O.G. TYP. I AT BUILT-UP 57UD5 TOP OF GONG. I I I ----FRAMING CONTINUOUS PER PLAN PLAN I I WHERE OCCURS CONCRETE REINFORCING EMBEDMENT I I GAST-IN-PLACE HEADED LENGTH PER I I ANCHOR BOLT AND STD. SCHEDULE WASHER, OR ALL- THREAD WITH DOUBLE HEAVY HEX NUTS AND STD. WASHER ANCHOR ANCHOR BOLT CONNECTORS HOLDOAN BOLT 0 IN CONCRETE TO HOLDONN EMBED LENGTH 5TUD5 HDU2 %",p 15" (6) �41 "x212" 5D5 NOTE: ANCHOR BOLT 12" IN EPDXY ADHESIVE WHERE HOLDOWN REQUIRED AT EXISTING STEM WALL xx.T _O �/� _Q` 4�4 HOGENSON RESIDENCE 6/15/22 22287.01 project data job no. 1511 THIRD AVENUE HOLDOWN TO CONCRETE SUITE 323 draw SEATTLE, WA 98101 TEL 206.967.3900 DECKER STUDIO SSK-0 6 QUANTUM FAX 206.957.3901 c o N s u i T N G E N G s N E e R s wwwquantumce.com Client desip shoot WHERE HEADER INTERRUPTS DOUBLE TOP PLATE, PROVIDE M5TA24, U.O.N. DOUBLE TOP PLATE A35 AT EXTERIOR HEADERS OVER V-011 IN LENGTH — (8) 106-F NAILS, MIN. KING STUD TRIM STUD P05T PER PLAN, (PROVIDE MIN. (2) 2x STUDS AT HEADERS OVER 6-0` IN LENGTH) SINGLE PLATE (PROVIDE DOUBLE PLATE AT EXTERIOR OPENINGS OVER 8'-O" IN LENGTH) - HEADER PER PLAN IOd-F NAILS ® 8"" O.G. AT BUILT-UP STUDS, TYP. HOGENSON RESIDENCE 6/15/22 22287.01 project date job no. 1511 THIRD AVENUE TYPICAL HEADER SUITE 323 draw SEATTLE, WA 98101 TEL 206.957.3900 DECKER STUDIO SSK-0 9 QUANTUM FAX 206.957.3901 e o N s u i r N G E N G s N t e R s www.quantumce.com Client design sheet 2x BLOCKING 48" O.G. A/ (2) IOd-F NAILS EACH END NON -BEARING WA SEE ARCH DRAWI BOTTOM CHORD OF M55 PER PLAN GWB PER ARCH. DO NOT ATTACH TO BLKG. 51MP50N 5TG CLIP 46" O.G. SLOT UP (NAIL AT MID HEIGHT OF SLOT) WALL PARALLEL TO 7RU55 FRAMING BOTTOM CHORD OF 4-47 TRUSS PER PLAN NON -BEARING WALL SEE ARCH DRAWINGS SIMPSON 5TG CLIP 45" O.G. SLOT UP (NAIL AT MID HEIGHT OF SLOT) HOGENSON RESIDENCE 6/15/22 22287.01 project date job no. 1511 THIRD AVENUE TYPICAL NON-STRUCTURAL WALL SUPPORT (TOP) - TRUSS SUITE 323 draw SEATTLE, WA 98101 TEL 206.957.3900 DECKER STUDIO SSK-12 Q U A N T U M FAX 206.957.3901 G G N S N l T l NO E N G I N INSs www.quantumce.com Client decign sheet I ^i A"" At, IiI I^M M^I -r.- Ar rI It- Al7 LIAI 1 0' 1 .III. % I i 1 w .f,.l HOGENSON RESIDENCE 6/15/22 22287.01 project date job no. 1511 THIRD AVENUE SILL PLATE BOLTING - PLAN VIEW SUITE 323 draw SEATTLE, WA 98101 TEL 206.957.3900 DECKER STUDIO SSK-0 7 QUANTUM FAX 206.957.3901 c o N s Y I T I N G E.— s: w s www quantumce.com Client design sheet BEAM BLKG EA SIDE PER PLAN OF BEAM (E) DOUBLE TOP PLATE HEADER PER PLAN 2x BU ILT-UP POST BELO HOGENSON RESIDENCE 6/15/22 22287.01 project date job no. 1511 THIRD AVENUE BEAM OVER HEADER SUITE 323 draw SEATTLE, WA 98101 TEL 206.957.3M DECKER STUDIO SSK-10 QUANTUM FAX 206.957.3901 e o N s u i r 1 N G E N G i N E e R s ~ quantumce.com Client design sheet PANEL EDGE NAILING PER PLAN 2x FRAMING PER PLAN SHEATHING PER PLAN LRUZ HANGER 8d NAILS @ 611 O.G. TO LEDGER 2x LEDGER w/ (4) Ibd NAILS TO EACH STUD SHEATHING 4 SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE BOTTOM PLATE ATTACHMENT PER SHEAR WALL SCHEDULE (MIN. 166 NAILS ® 81I O.G. AT NON-5HEAR WALLS) JOIST PER PLAN BEAM PER PLAN 4 SSK-11 HOGENSON RESIDENCE 6/15/22 22287.01 project date job no. 1511 THIRD AVENUE 2x FRAMED LOW ROOF SUITE 323 draw SEATTLE, WA 98101 TEL 206.957.3900 DECKER STUDIO SSK-13 Q U A N T U M FAX 206.957.3901 C G N 6 U l T M G E N G i N E e R s ~.quantumce.com Client design sheet 9105 R S Ea CT HN CKFR � S ATE OF WASHlNGTON j OLij � z O w O v � � w w w O O IL U N N N LLJ N I I 0 I I Y tY a DRAWN: JCD CHECK: XXJCD JOB No: HOGENSON 2022 RESUB Aug 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: A4,05 OF: , . SHEETS 5TUD, BLKG. OR STUD, RIM J015T OR PLATS A5 OCCUR5 BLKG, A5 000UR5 PANEL JOINT I PANEL EDGE I I I I I I 5PACING PER I I • 5HEARMLL I I I 5CHEDULE I ' (3) EQ SPACE5, TYP. 71 * I I I I I PANM JOINT PANEL FfISF J.:NOTE: 5TA66ER EA. LINE O1 NAILING (AT ALL PANEL ED6E5) A5 INDICATED r `�jONAL �► 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 QUANTUM FAX 206.957.3901 CONSULTING ENGINEERS www.quantumce.cam HOGENSON RESIDENCE Proms TYPICAL STAGGERED NAILING 6/ 15/ 22 date MW drawn by: 22287.01 Job no. DECKER STUDIO SSK-14 client design by: sheet no. 9105 R S Ea CT HN CKER S ATE OF WASHINOTON j � z O w o Un c' � w � w w wl Iw O o w N N N LiiN I < � � I 00 Q DRAWN: JCD CHECK: XXJCD SOB No: HOGENSON 2022 RESUB Aug 18 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET: A4,06 OF: SHEETS