Loading...
APPROVED BLD FIR PLN RESUB 2-BLD2023-1083+Architectural_Plan+7.29.2024_3.25.02_PM+4408061 (2)GENERAL NOTES ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES INCLUDING THE 2018 INTERNATIONAL RESIDENTIAL CODE AS WELL AS THE 2018 WASHINGTON STATE ENERGY CODE AS WELL AS THE CURRENT CITY OF EDMONDS CODE. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH DESIGN DRAWINGS FOR BIDDING AND CONSTRUCTION. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT. REFER TO DIMENSIONS AND NOTES FOR SIZES AND LOCATIONS; DO NOT SCALE DRAWINGS. DIMENSIONS ARE TO FACE OF STUD OR MASONRY WALL AND CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITNG TO THE PROJECT DESIGNER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. LIFE SAFETY GUARDRAILS OR HANDRAILS SHALL BE PROVIDED ON ALL OPEN SIDES OF STAIRS OR ELEVATED PLATFORMS. GUARDRAILS SHALL NOT BE LESS THAN 361, HIGH. HANDRAILS SHALL BE BETWEEN 34" AND 38" ABOVE STAIR NOSING. OPENINGS SHALL RESTRICT A 4" DIAMETER SPHERE FROM PASSING THROUGH. HANDGRIPS SHALL NOT BE LESS THAN 1 1/4" NOR MORE THAN 2" IN CROSS -SECTIONAL DIMENSION. RETURN HANDRAILS AT ENDS. DOOR AND WINDOW NOTES WINDOW SUPPLIER SHALL REFER TO EXTERIOR ELEVATIONS AND SCHEDULES FOR CONFIGURATION AND OPERATION OF ALL WINDOW AND DOOR UNITS. MAINTAIN ALIGNMENTS AND FORMATS TO MEET DESIGN INTENT; ADJUST ROUGH OPENINGS AS NECESSARY. SUBMIT SHOP DRAWINGS FOR APPROVAL. ALL WINDOWS AND DOORS TO BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. WINDOWS LABELED "EGRESS" ON DRAWINGS SHALL FULFILL FOLLOWING REQUIREMENT: 5.7 SF MIN. NET CLEAR OPEN AREA; 20" MIN. CLEAR OPEN WIDTH; 24" MIN. CLEAR OPEN HEIGHT; 44" MAX. SILL HEIGHT. EXTERIOR DOORS SHALL HAVE MIN. 1/2" THROW ON DEAD BOLT OR DEAD LATCH AND VISITOR OBSERVATION PORT. WINDOWS WITHIN 10' OF GRADE OR ACCESSIBLE DECK MUST BE CAPABLE OF BEING LOCKED. ALL LOCKS, INCLUDING DOOR LOCKS, MUST BE ABLE TO BE OPENED WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. WINDOWS WITHIN 24" OF A DOOR AND WITHIN 60" OF FLOOR, WINDOWS WITHIN 18" OF FLOOR, GLAZED DOORS, AND ALL SHOWER OR TUB ENCLOSURES SHALL HAVE SAFETY GLAZING. MISCELLANEOUS INSTALL DRAFT STOPS IN FLOOR -CEILING ASSEMBLIES SO THAT CONCEALED SPACE DOES NOT EXCEED 1000 SF. FIRE BLOCK PER IRC R903. SOLID FUEL -BURNING APPLIANCES, INCLUDING FIREPLACES, SHALL HAVE TIGHT FITTING METAL OR GLASS DOORS AND OUTSIDE SOURCE OF COMBUSTION AIR, WITH AN OPERABLE DAMPER, DIRECTLY CONNECTED TO THE FIRE BOX, AND TIGHT -FITTING, READILY OPERABLE FLUE DAMPER OR APPROVED AUTOMATIC CONTROL. METAL FIREPLACES AND CHIMNEYS MUST BE UL- OR ICC- APPROVED AND MUST BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & i. •. INDUSTRIES 1 .......................................7 OBTAIN A SEPARATE •. • PLUMBING PERMIT i FROM THE CITY OF • EDMONDS. 1 ................................... PROJECT INFORMATION OWNER NAME: HOPPER SITE ADDRESS: 1005 OLYMPIC AVE EDMONDS, WA 98020 TAX ACCOUNT#: 00766100001000 ZONING: RS-12 BUILDING HEIGHT: 25'-0" MAX LEGAL DISCRIPTION: SEA MOUNTAIN ESTATES BLK 000 D-00 LOT 10 DRAWING INDEX Al GENERAL NOTES, PROJECT DATA, DRAWING INDEX, & LEGEND SURVEY CIVIL C1.1 COVER SHEET AND GENERAL NOTES C2.1 TEMPORARY EROSION CONTROL PLAN C2.2 TEMPORARY EROSION CONTROL DETAILS C3.2 GRADING AND DRAINAGE DETAILS C4.1 WATER AND SEWER PLAN C4.2 WATER AND SEWER DETAILS A3 PROPOSED MAIN FLOOR PLAN & WINDOW/ DOOR SCHEDULE A4 PROPOSED UPPER FLOOR PLAN A5 ELEVATIONS A6 ELEVATIONS A7 BUILDING SECTION & DETAILS STRUCTURAL S1.1 STRUCTURAL GENERAL NOTES S1.2 STRUCTURAL GENERAL NOTES S2.1 FOUNDATION PLAN S2.2 FLOOR FRAMING PLAN S2.3 ROOF FRAMING PLAN S3.1 CONCRETE DETAILS S3.2 CONCRETE DETAILS S4.1 WOOD FRAMING DETAILS S4.2 WOOD FRAMING DETAILS S4.3 WOOD FRAMING DETAILS Approved D F M ckrts Burt South County Fire Date: 08/08/2024 08-08-2024 RESUB 2 PLAN REVIEW NOTES: APPROVED WITH CONDITIONS: 1. A RESIDENTIAL FIRE SPRINKLER SYSTEM IS REQUIRED. SUBMIT FOR A SEPARATE FIRE SPRINKLER PERMIT. A RECOMMENDED FLOW -THROUGH DESIGN WILL MEET SPECIFICATIONS AND REDUCE EQUIPMENT AND CONTINUAING MAINTENANCE REQUIRMENTS. PROVIDE A MINIMUM COMBINATION WATER SERVICE OF ONE INCH (1") METER AND ONE AND ONE HALF (1 1/2") SERVICE LINE OR SHOW THAT THE DOMESTIC AND FIRE PROTECTIONS NEEDS CAN BE MET WITH A SMALLER SERVICE. 2.4 INCH ADDRESS CHARACTERS WITH 1/2 INCH STROKE REQUIRED TO BE INSTALLED ON THE HOUSE VISIBLE FROM THE STREET IN CONTRASTING COLOR TO THE BACKGROUND. ADDITIONAL ADDRESS SIGNS MY BE REQUIRED IF NOT VISIBLE FROM THE STREET. DFM BURT City Of Edmonds Building Department Work NEW SFR Address 1005 OLYMPIC AVE Owner HOPPER Approved Date 08/14/2024 Building Official Permit Number BLD2023-1083 APPROVED BY PLANNING Aug 20 2024 1 SPECIAL INSPECTIONS ARE REQUIRED FOR THE FOLLOWING: 1 i Reinforced Concrete Structural Observation by i Spray applied Fireproofing design professional 1 Bolting in Concrete Structural Masonry 1 1 Smoke Control Systems Grading/soils i Prestressed Concrete Structural Steel/Welding g , 1 Lateral Wood Retaining Wall Block Installation 1 Shotcrete High Strength Bolting 1 Retaining Wall Footings 1 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE LOT LINE STAKES MUST BE IN PLACE AT TIME OF FOUNDATION INSPECTION APPROVED PLANS MUST BE ON JOB SITE ENERGY CODE NOTES REQUIREMENTS OF THE 2018 WASHINGTON STATE ENERGY CODE SHALL BE FOLLOWED. PRESCRIPTIVE ENERGY CODE COMPLIANCE CLIMATE ZONE 4C MARINE GLAZING U-VALUE, VERTICAL: MAX. ALLOWED: 0.30 REQUIRED: 0.28 GLAZING U-VALUE, OVERHEAD: MAX. ALLOWED: 0.50 REQUIRED: 0.50 DOOR U-VALUE: MAX. ALLOWED: 0.30 REQUIRED: 0.28 CEILING INSULATION: REQUIRED: R-49 REQUIRED: R-49 ADVANCED (U-0.020) VAULTED CEILING INSULATION: REQUIRED: R-38 REQUIRED: R-38 ABOVE GRADE WALL INSULATION: REQUIRED: R-21 REQUIRED: R-21 INTERIOR WALL BELOW GRADE: REQUIRED: R-21 REQUIRED: R-21 EXTERIOR WALL BELOW GRADE: REQUIRED: R-10 REQUIRED: R-10 FLOOR ABOVE UNHEATED SPACE: REQUIRED: R-38 SLAB ON GRADE: REQUIRED: R-10 GLAZING U-VALUES ARE SHOWN ON THE WINDOW AND DOOR SCHEDULES. SEE SHEET A3. ENERGY INFORMATION TABLE WSEC R406.2 1.) MEDIUM DWELLING UNIT: 6 CREDITS 3.5 AIR -SOURCE, CENTRALLY DUCTED HEAT PUMP WITH MIN HSPF OF 11.0. =1.5 CREDITS 4.1 ALL DUCTS AND FURNACE INSIDE THE CONDITIONED SPACE =0.5 CREDITS 2.1 3 ACH50, ENERGY STAR 0.3 CFM/SF =0.5 CREDITS 1.3 R-38 FLOORS (R10 UNDER SLAB) AND U-0.28 WINDOWS AND DOOR AVG. =0.5 CREDITS 5.5 HEAT PUMP WATER HEATER NEEA TIER III =2.0 CREDITS HEAT HP FUEL NORMALIZATION HEAT PUMP CREDIT =1.0 CREDITS TOTAL CREDITS REQUIRED: 6.0 TOTAL ACHIEVED: 6.0 WSEC R401.3 INSULATON CERTIFICATE THE DESIGN PROFESSIONAL OR BUILDER SHALL COMPLETE AND POST A "INSULATION CERTIFICATE FOR RESIDENTIAL CONSTRUCTION" WITHIN 3' OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. WSEC R403.1.1 PROVIDE A PROGRAMMABLE THERMOSTAT FOR THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH DWELLING UNIT. WSEC R404.1 A MINIMUM OF 90 PERCENT OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH EFFICACY LAMPS. FANS SHALL VENT DIRECTLY TO EXTERIOR OF THE BUILDING. FANS TO OPERATE CONTINUOUS. VAPOR RETARDERS SHALL BE INSTALLED AS SPECIFIED IN WSEC R502.1 EXTERIOR JOINTS SHALL BE SEALED, CAULKED, GASKETED, OR WEATHERSTRIPPED. EXHAUST OPENINGS M1504.3 AIR EXHAUST OPENINGS SHALL TERMINATE AS FOLLOWS: 1.) NOT LESS THAN 3 FEET FROM PROPERTY LINES. 2.) NOT LESS THAN 3 FEET FROM GRAVITY AIR INTAKE OPENINGS, OPERABLE WINDOWS AND DOORS. 3.) NOT LESS THAN 10 FEET FROM MECHANICAL AIR INTAKE OPENINGS EXCEPT WHERE THE EXHAUST OPENING IS LOCATED NOT LESS THAN 3 FEET ABOVE THE AIR INTAKE OPENING. OPENINGS SHALL COMPLY WITH SECTIONS R303.5.2 AND R303.6. HABITABLE ROOMS - PER R303.1 HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF FLOOR AREA OF SUCH ROOMS. NATURL VENTILATION SHALL BE THROUGH WINDOWS, SKYLIGHTS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABE BY THE BUILDING OCCUPANTS. THE OPENABLE AREA TO THE OUTDOORS SHALL BE NOT LESS THAN 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. EXCEPTIONS: 1.) THE GLAZED AREAS NOT BE OPENABLE WHERE THE OPENING IS NOT REQUIRED BY SECTION R310 AND WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM IS INSTALLED IN ACCORDANCE WITH SECION M1505 2.) THE GLAZED AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION 1 IS SATISFIED AND ARTIFICIAL LIGHT IS PROVIDED THAT IS CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 FOOTCANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30" ABOVE THE FLOOR LEVEL. PER WSEC TABLE R402.1.1 - WINDOW & DOOR HEADERS SHALL BE INSULATED WITH A MINIMUM OF R-10 INSULATION. LEGEND SYMBOL DESCRIPTION 2 X 6 STUDS AT 16" ON CENTER �. 2 X 4 STUDS AT 16" ON CENTER EXISTING WALL TO REMAIN ------ EXISTING WALL TO BE REMOVED BEARING WALL r POST OR POINT LOAD ABOVE - BEAM OR HEADER ❑ POST DIRECTION OF JOIST OR TRUSS SPAN (CANTILEVER DASHED) EXTENT OF JOISTS OR TRUSSES CHANGE IN LEVEL DETAIL NUMBER/ SHEET ON WHICH DETAIL IS SHOWN SECTION NUMBER/ SHEET ON WHICH SECTION IS SHOWN ELEVATION NUMBER/ SHEET ON WHICH 1 ELEVATION IS SHOWN -I-6 SHEAR WALL PANEL TYPE PER SHEAR WALL Ix SCHEDULE/ SHEAR WALL NUMBER OWINDOW NUMBER - SEE WINDOW SCHEDULE ODOOR NUMBER - SEE DOOR SCHEDULE Q SHOWER HEAD B HOSE BIB TL 4" TIGHT LINE L 4" PERFORATED DRAIN PD 4" PERFORATED FOUNDATION DRAIN FP FILTER FABRIC FENCE oos DOWNSPOUT EXISTING CONTOUR PROPOSED CONTOUR + 123.4 EXISTING SPOT ELEVATION + 123.4 PROPOSED SPOT ELEVATION REVISION sp SMOKE DETECTOR GMD CARBON MONOXIDE DETECTOR EXHAUSTFAN THERMOSTAT ABBREVIATIONS B.O.W. BOTTOM OF WALL C.B. CATCH BASIN CL CENTERLINE C.O. CLEAN OUT CONC. CONCRETE CMU CONCRETE MASONRY UNITS DN DOWN EL. ELEVATION EQ. EQUAL E EXISTING EW EACH WAY EXT'G EXISTING F.F.E. FINISHED FLOOR ELEVATION O/C ON CENTER P/B PLANTING BED SIM SIMILAR T.O.W. TOP OF WALL TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.I.F. VERIFY IN FIELD W/ WITH STROBL DESIGN LLC 1122NJST TACOMA, WA 98403 PHONE: (206) 661-3622 12358 REGISTERED A H CT JACOB A STROBE S ATE OF WASHINGTON RESUB Jul 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w CU z LIJ 0 w 121� o N Lu O 00 121�Q Q LLI a 2 Q z o O o � O LU REVISIONS BY 4/23/2024 JS Date 9/20/2023 Scale Drawn Job Sheet 1 1 GUARDS SHALL NOT HAVE AN OPENING FROM THE WALKING SURFACE j TO THE REQUIRED GUARD HEIGHT THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE IN ACCORDANCE WITH 2O21 IRC R312.1.3. 1 0 1 HARDWARE & FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED 1 1 WOOD SHALL BE OF HOT -DIPPED ZINC GALVANIZED STEEL, STAINLESS j STEEL, SILICON BRONZE OR COPPER. IN THE ABSENCE OF 1 MANUFACTURER'S RECOMMENDATIONS A MINIMUM OF ASTM A 653 TYPE j G185 ZINC -COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. 1 IRC R317.3.1 IBC 2304.10.5.1 1 _.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..I MAIN FLOOR PLAN 1/411 11-011 PLAN NOTES 1.) ALL DIMENSIONS TO FAGE OF FRAM I NG. 2.) GC TO VERIFY LOCATION OF EXISTING 3.) WHOLE -HOUSE EXHAUST FAN IN LAUNDRY ROOM S A GONT I NUOUSLI'-OPERAT I NG EXHAUST FAN PER I RG TABLE M 1505.4 DWELLING 3,001 SF- 4,500 SF FOUR BEDROOMS - MIN q0 GFM NALL TYPES: NEW 2X6 HOOD STUD (p 16" O.G. WALLS WITH 1/2" GYPSUM WALLBOARD ON INTERIOR SIDE, LEVEL FIVE FINISH, PAINT GOLOR PER OWNER, INSULATION PER COVER SHEET Al -�-r-n— NEW 2X4 HOOD STUD @) 16" O.G. WALLS WITH 1/2" GYPSUM WALLBOARD ON EACH SIDE, LEVEL FIVE FINISH, PAINT COLOR PER OWNER, INSULATION PER COVER SHEET Al 05D SMOKE DETECTOR (HARD -WIRED H/ BATTERY BACKUP) CkMD CARBON MONOXIDE DETECTOR 0 EXHAUST FAN OHD ROOF VENTILATION GALGULATION: PROVIDED BY 2" CONTINUOUS METAL VENT a GONT I NUOUS RIDGE VENT TYPICAL R806.2 MINIMUM VENT AREA. THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPAGE. ATTIC AREA = 2,470 SF (216 L I N I AL FEET) TOTAL ATTIC AREA = 2,470 SF/150 = 16.47 SF REG2U I RED TOTAL VENT AREA PROVIDED = (216 LINIAL FEET X 2")/12 = 36 SF PROVIDED 1 1 INTERCONNECT SMOKE ALARMS ARE A REQUIRMENT j 1 OF THIS PERMIT IN ACCORDANCE WITH R314.4. i A HEAT DETECTOR OR HEAT ALARM RATED FOR THE AMBIENT OUTDOOR TEMPERATURES AND HUMIDITY SHALL BE INSTALLED IN NEW GARAGES THAT ARE ATTACHED TO OR LOCATED UNDER NEW AND EXISTING DWELLINGS. HEAT DETECTORS AND HEAT ALARAMS SHALL BE INSTALLED IN A CENTRAL LOCATION AND IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS (IRC R314.2.3). I q'-q2 32'-0 WINDOW SGHEDULE WIDTH X HEIGHT a6'-0" X 5'-0 ", XO SLIDING WINDOW, 0.28 U-VALUE, EGRESS O4'-0" X 5'-0 ", P I GTURE WINDOW, 0.28 U-VALUE, TEMP. O6'-0" X 5'-0 ", XO SLIDING WINDOW, 0.28 U-VALUE, EGRESS O6'-0" X 5'-0 ", XO SLIDING WINDOW, 0.28 U-VALUE O5-0" X I'-6 ", XO SLIDING WINDOW, 0.28 U-VALUE O5'-O" X 1'-6" XO SLIDING WINDOW, 0.28 U-VALUE O8'-0" X 4'-6 ", OXXO SLIDING WINDOW, 0.28 U-VALUE O7'-0" X 4'-6 ", XOX SLIDING WINDOW, 0.28 U-VALUE O2'-6" X 4'-611, PIGTURE WINDOW, 0.28 U-VALUE O 12'-0" X 3'-0 ", XOOOX SLIDING W I NDOW, 0.28 U-VALUE, TEMP 5-0" X 5'-0 ", XO SLIDING WINDOW, 0.28 U-\/BLUE, TEMP. 12 5-0" X 4'-6 ", XO SLIDING WINDOW, 0.28 U-VALUE, EGRESS 13 5-0" X 4'-6 ", XO SLIDING WINDOW, 0.28 U-VALUE, EGRESS 4 5-0" X 3'-0 ", XO SLIDING WINDOW, 0.28 U-\/ALUE, TEMP. --------------------------------------- 7EMP• HEAT PUM DOOR SGHEDULE WIDTH X HEIGHT O3'-0" X 8'-O" EXT. INSWING DOOR, GLAZED, TEMP., 0.28 U-\/ALUE (2) I'-q" X 8'-0" SIDE LITE, TEMP., 0.28 U-\/ALUE Oq'-O" X 8'-O" EXT. GLAZED OVERHEAD DOOR, TEMP., UNHEATED SPAGE Oq'-O" X 8'-O" EXT. GLAZED OVERHEAD DOOR, TEMP., UNHEATED SPACE Oq'-O" X 8'-O" EXT. GLAZED OVERHEAD DOOR, TEMP., UNHEATED SPAGE 5O 3'-0" X 8'-0" INSWING DOOR, GLAZED, TEMP., 0.28 U-\/ALUE O6-0" X 8'-0" I NSW I NG FRENGH DOOR, GLAZED, TEMP., 0.28 U-VALUE O10'-O" X 8'-O" SLIDING DOOR, GLAZED, TEMP., 0.28 U-VALUE O10'-0" X 8'-0" SLIDING DOOR, GLAZED, TEMP., 0.28 U-\/ALUE O2-6" X 8'-O" EXT. INSWING DOOR, GLAZED, TEMP., 0.28 U-VALUE O 16'-O" X 8'-O" SLIDING DOOR, GLAZED, TEMP., 0.28 U-VALUE WINDOW � DOOR NOTES: 1.) NEW DOORS TO BE INSULATED LOW E, ARGON 6AS FILLED, MINIMUM U-VALUE OF 0.28, $ NFRC GERTIFIED, TYP. 2.) GONTRAGTOR TO VERIFY ALL ROUGH OPENING DIMENSIONS W/MANUFAGTURER PRIOR TO FRAMING. STROBL DESIGN LLC 1122NJST TACOMA, WA 98403 PHONE: (206) 661-3622 12358 REGISTERED T JACOB A STROBL S ATE OF WASHINGTON RESUB Jul 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U Z W 0 Cn W N N W o 00 Q � ^W I..L (n J Z O00 o� o W y REVISIONS BY 4/23/2024 JS 7/2/2024 JS Date 9/20/2023 Scale Drawn 1/4" = 1'-0" Job Sheet BASEMENT2FLOOR PLAN PLAN NOTES 1.) ALL DIMENSIONS TO FAGS OF FRAM I NCB . 2.) 6G TO VERIFY LOGATION OF EXISTING FRAMIN6 AND HEADERS. HALL TYPES: NEW 2X6 WOOD STUD 0) 16" O.G. WALLS WITH 1/2" GYPSUM NALLBOARD ON INTERIOR SIDE, LE\/EL FINE FINISH, PAINT COLOR PER OWNER, INSULATION PER COVER SHEET Al NEW 2X4 HOOD STUD ® 16" O.G. WALLS WITH 1/2" GYPSUM HALLBOARD ON EACH SIDE, LE\/EL FINE FINISH, PAINT GOLOR PER OWNER, INSULATION PER GOVER SHEET Al -05D SMOKE DETECTOR (HARD -WIRED W/ BATTERY BAGKUP) (8�t rD CARBON MONOXIDE DETECTOR EXHAUST FAN -I 6'-3 I' 1/4" = 1'-0" GRAViL SPAGE VENTILATION: -756 SF / 150 SF = 5.04 SF 5.04 SF / 0.8cl SF PER VENT = 5.66 VENTS (6 PROVIDED) INTERCONNECT SMOKE ALARMS ARE A REQUIRMENT j OF THIS PERMIT IN ACCORDANCE WITH R314.4. i L O I Q STROBL DESIGN LLC 1122NJST TACOMA, WA 98403 PHONE: (206) 661-3622 12358 REGISTERED A H TECT C B A STROBE ATE OF WASHINGTON RESUB Jul 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W U Z W 0 Cn W N N W o 00 Q � ^W I..L (n J Z O00 o2 o W y REVISIONS BY 4/25/2024 JS Date 9/20/2023 Scale Drawn 1/4" = 1'-0" Job Sheet SOUTH ELEVATION NEST ELEVATION 1/4" = 1'-0" 1/4" = 1'-0" STROBL DESIGN LLC 1122NJST TACOMA, WA 98403 PHONE: (206) 661-3622 12358 REGISTERED A `H TECT JACOB A STROBL IATE OF WASHINGTON RESUB Jul 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w CU Z W 0 W C) N W O Q ^Wad I..L 2i cl J z 000 Lo =O C) O LU REVISIONS BY 4/23/2024 JS Date 9/20/2023 Scale Drawn 1/4" = 1'-0" Job Sheet (D NORTH ELEVATION PLATE MAIN LEVEL EAST ELEVATION 1/4" = I'-0" 1/4" = 1'-0" I�III Lt--Vt--L am =515T )P RAIL ALL _L 'P. STROBL DESIGN LLC 1122NJST TACOMA, WA 98403 PHONE: (206) 661-3622 12358 REGISTERED A ECT JACOB A STROBE S ATE OF WASHINGTON RESUB Jul 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w CU Z W 0 W C) N O W 00 Q Way 2i cli J z 000 =O C) O LU REVISIONS BY 4/23/2024 J5 Date 9/20/2023 Scale Drawn 1/4" = 1'-0" Job Sheet HEIGHT LIMIT I" AIRSf AT BAT 2 "D I A. GONT . WOOD HANDRAIL 1-1 /2 " CLR. FROM WALL Oz LU O O IY � � 3/4" PLYWD. (2)-2X HEADER W/LEDGER OR JOIST RISER, TYP. HORS. FOR GRRIAGE SUPPORT v z 1-1/4" PLYWD. <X TREAD, TYP O TREAD (REFER ? TO FLR.PLAN) z '�T rMIN cvt X 3/8" TYPE 'X' OYP.BD. g AREAS m AGGESS I BLE UNDER STAIRS 2X FIREBLOGKINO @ MIDPT. OF Eft. STAIR RUN � ALONG STRINGER © WALL BETW. EAGH STUD (3)-2X12 STRINGERS —EA. SIDE a G.L. 2X4 THRUST BLOCK co BUILDING SECTION 1i4" = i'-o" O STIR DETAIL ,II _ 11_011 KEYNOTES O TYPICAL ROOF CONSTRUCTION COMPOSITE ROOFING 30# BU I LD I NO PAPER 5/5" GDX PLYWOOD (NAIL PER SW SCHEDULE) FRAMIN6 PER PLAN R-4ci INSULATION © FLAT GE I L I NOS R-38 INSULATION (g VAULTED GE I L I N65 O TYPIGAL NALL GONSTRUCTION SIDING PER ELEVATIONS 15# BUILDING PAPER 1/2" GDX PLYWOOD (NAIL PER SW SCHEDULE) 2X6 STUDS Ca? 16" O.G. R-21 INSULATION. R-10 AT HEADERS. O TYPIGAL FLOOR GONSTRUGTION FINISH FLOORING 3/4" PLYWOOD -GLUE $ SCREW * R-58 INSULATION OVER UNHEATED SPACE F5 TYPIGAL GONGRETE SLAB (HEATED SPAGE) FINISH FLOORING 4" CONCRETE i -10 RIGID INSULATION Fg TYPICAL CONCRETE SLAB (UNHEATED SPACE) 4 GONCRETE 6 MIL. VAPOR BARRIER 6" GRUSHED ROCK STROBL DESIGN LLC 1122NJST TACOMA, WA 98403 PHONE: (206) 661-3622 12358 REGISTERED CT UJACOB A STROBE ATE OF WASHINGTON RESUB Jul 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w CU z w 0 w o N W O Q way �2o � o1 0 ° =Co 7w REVISIONS BY 3/4/2024 JS Date 9/20/2023 Scale Drawn 1/4" = 1'-0" Job Sheet CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2018 EDITION). 2. DESIGN LOADING CRITERIA: RESIDENTIAL - ONE AND TWO-FAMILY DWELLINGS FLOOR LIVE LOAD......................................................40 PSF ROOF ROOF LIVE LOAD ....................................................... 20 PSF MISCELLANEOUS LOADS DECKS............................................................... 1.5 x AREA SERVED DEFLECTION CRITERIA LIVE LOAD DEFLECTION ................................................ L/360 TOTAL LOAD DEFLECTION .............................................. L/240 ENVIRONMENTAL LOADS SNOW ............................. Ce=1.0, Is=1.0, Ct=1.1, Cs=1.0, Pg=25 PSF, Pf=20 PSF WIND .............................. GCpi=0.18, 98 MPH, RISK CATEGORY II, EXPOSURE "B" EARTHQUAKE ...................... ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS, Vs = 18 KIPS SITE CLASS=D, Ss=129, Sds=100, S1=46, SD1=56, Cs=0.154 SDC D (DEFAULT), le=1.0, R=6.5 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS 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 CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION". 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. 9. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. CONNECTOR PLATE WOOD ROOF TRUSSES STRUCTURALSTEEL 10. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED WITHIN TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE SUBMITTED ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS TYASSURANCE 11. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS 110 AND 1705 OF THE INTERNATIONAL BUILDING CODE 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. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION IS REQUIRED UNLESS NOTED OTHERWISE. STRUCTURAL STEEL FABRICATION AND ERECTION PER AISC 360 WOOD TRUSSES GREATER THAN 5' DEEP OR 60' LONG PER 1705.5.2 SOIL CONDITIONS, FILL PLACEMENT, AND DENSITY PER TABLE 1705.6 EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MANUFACTURER EPDXY GROUTED INSTALLATIONS PER MANUFACTURER PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH REQUIREMENTS. CONTINUOUS INSPECTION: INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED. 12. UNLESS OTHERWISE NOTED, THE FOLLOWING ELEMENTS COMPRISE THE SEISMIC -FORCE -RESISTING SYSTEM AND ARE SUBJECT TO SPECIAL INSPECTION FOR SEISMIC RESISTANCE IN ACCORDANCE WITH SECTION 1705.12 OF THE INTERNATIONAL BUILDING CODE. A. STRUCTURAL WOOD SHEAR WALL SYSTEMS REQUIRE PERIODIC INSPECTION FOR FIELD GLUING, NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE SEISMIC FORCE, RESISTING SYSTEM INCLUDING SHEAR WALLS, DIAPHRAGMS, DRAG STRUTS, BRACES AND HOLDOWNS. GEOTECHNICAL 13. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE....................................................... 1500 PSF CONCRETE 14. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF fc = 3,000 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. REQUIRED CONCRETE STRENGTH IS BASED ON THE DURABILITY REQUIREMENTS OF SECTION 1904 OF THE IBC. DESIGN STRENGTH IS fc = 2,500 PSI. 15. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318-14, TABLE 19.3.2.1 MODERATE EXPOSURE, F1. 16. 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. 17. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI 315R-18 AND 318-14. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318-14, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 18. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TOEARTH.............................................................................. 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER) ................. 1-1/2" ANCHORAGE 19. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG, TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2508. MINIMUM BASE MATERIAL TEMPERATURE IS 50 DEGREES, F. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDDED BAR TYPE AND DIMENSIONS, LOCATION, ADHESIVE IDENTIFICATION AND EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL AND OVERHEAD INSTALLATIONS. 20. CONCRETE SCREW ANCHORS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "TITEN HD" HEAVY DUTY SCREW ANCHOR AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2713 (CONCRETE), NO. ESR-1056 (CMU), INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SCREW ANCHORS INTO CONCRETE MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED. STEEL 21. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON: A. AISC 360-16 AND SECTION 2205.2 OF THE INTERNATIONAL BUILDING CODE. 22. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, FY = 50 KSI. OTHER ROLLED SHAPES INCLUDING PLATES, SHALL CONFORM TO ASTM A36, FY = 36 KSI. 23. ALL A-325N CONNECTION BOLTS NEED ONLY BE TIGHTENED TO A SNUG TIGHT CONDITION, DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH. 24. 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. ALL COMPLETE JOINT PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT -20 DEGREES F AND 40 FT - LBS AT 70 DEGREES F, AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. WOOD 25. FRAMING LUMBER SHALL BE S-DRY, KID, OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD No. 17, GRADING RULES FOR WEST COAST LUMBER, 2018, OR WWPA STANDARD, WESTERN LUMBER GRADING RULES 2017. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) AND BEAMS (4X MEMBERS) BEAMS (INCL. 6X AND LARGER) POSTS (4X MEMBERS) (6X AND LARGER) STUDS, PLATES & MISC. FRAMING HEM -FIR NO.2 MINIMUM BASE VALUE, Fb = 850 PSI DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1000 PSI DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1350 PSI DOUGLAS FIR -LARCH NO.2 MINIMUM BASE VALUE, Fc = 1350 PSI DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fc = 1000 PSI DOUGLAS FIR -LARCH NO. 2 OR HEM -FIR NO.2 26. MANUFACTURED LUMBER, PSL, LVL, AND LSL SHOWN ON PLAN ARE BASED PRODUCTS MANUFACTURED BY THE WEYERHAEUSER CORPORATION IN ACCORDANCE WITH ICC-ES REPORT ESR-1387. MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: PSL (2.0E WS) Fb = 2900 PSI, E = 2000 KSI, Fv = 290 PSI LVL (2.0E-2600FB WS) Fb = 2600 PSI, E = 2000 KSI, Fv = 285 PSI LSL (1.55E) Fb = 2325 PSI, E = 1550 KSI, Fv = 310 PSI ALTERNATE MANUFACTURED LUMBER MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE MANUFACTURER'S PRODUCTS SHALL BE COMPATIBLE WITH THE JOIST HANGERS AND OTHER HARDWARE SPECIFIED ON PLANS, OR ALTERNATE HANGERS AND HARDWARE SHALL SUBMITTED FOR REVIEW AND APPROVAL. SUBSTITUTED ITEMS SHALL HAVE ICC-ES REPORT APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. 27. PREFABRICATED PLYWOOD WEB JOIST DESIGN SHOWN ON PLANS IS BASED ON JOISTS MANUFACTURED BY THE WEYERHAEUSER CORPORATION, IN ACCORDANCE WITH ICC-ES REPORT ESR-1157. ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE MANUFACTURER'S PRODUCTS SHALL BE COMPATIBLE WITH THE JOIST HANGERS AND OTHER HARDWARE SPECIFIED ON PLANS, OR ALTERNATE HANGERS AND HARDWARE SHALL SUBMITTED FOR REVIEW AND APPROVAL. SUBSTITUTED ITEMS SHALL HAVE ICC-ES REPORT APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. 28. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE "NATIONAL DESIGN STANDARD FOR METAL PLATE -CONNECTED WOOD TRUSS CONSTRUCTION, ANSI/TPI 1" BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL BE AS FOLLOWS: TOP CHORD LIVE LOAD 25 PSF TOP CHORD DEAD LOAD 10 PSF BOTTOM CHORD DEAD LOAD 5 PSF TOTAL LOAD 40 PSF WIND UPLIFT (TOP CHORD) 5 PSF BOTTOM CHORD LIVE LOAD 10 PSF (BOTTOM CHORD LIVE LOAD DOES NOT ACT CONCURRENTLY WITH THE ROOF LIVE LOAD) FLOOR TRUSS LOADING: LIVE LOAD 40 PSF DEAD LOAD 10 PSF TOTAL LOAD 50 PSF WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BE SIGNED AND STAMPED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC., SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. 29. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16. FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 30. ALL WOOD IN DIRECT CONTACT WITH CONCRETE 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. 31. PRESERVATIVE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD U1 TO THE USE CATEGORY EQUAL TO OR HIGHER THAN THE INTENDED APPLICATION. TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO AWPA UC3B. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO AWPA UC4A. WOOD FOR USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO AWPA UC4B. SM L ENNEEMIN 2124 Third Avenue - Suite ioo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2020 Swenson Say Faget - All Rights Reserved DRAWN: TCV/DSK DESIGN: TCV/DSK CHECKED: RHR APPROVED: RHR REVISIONS: 10 Rev1 03/20/2024 JURISDICTIONAL APPROVAL STAMP: RESUB Jul 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Hopper Residence 1005 Olympic Ave Edmonds, WA 98020 ARCHITECT: Strobl Design LLC 1122 North J St Tacoma, WA 98403 ISSUE: Permit SHEET TITLE: General Notes SCALE: DATE: 03/29/2024 PROJECT NO: 10963-2022-26 SHEET NO: S1.1 General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS WOOD 32. FASTENERS AND TIMBER CONNECTORS USED WITH TREATED WOOD SHALL HAVE CORROSION RESISTANCE AS INDICATED IN THE FOLLOWING TABLE, UNLESS OTHERWISE NOTED. WOOD TREATMENT CONDITION PROTECTION HAS NO AMMONIA CARRIER INTERIOR DRY G90 GALVANIZED CONTAINS AMMONIA CARRIER INTERIOR DRY G185 OR Al85 HOT DIPPED OR CONTINUOUS HOT -GALVANIZED PER ASTM A653 CONTAINS AMMONIA CARRIER INTERIOR WET TYPE 304 OR 316 STAINLESS CONTAINS AMMONIA CARRIER EXTERIOR TYPE 304 OR 316 STAINLESS AZCA ANY TYPE 304 OR 316 STAINLESS INTERIOR DRY CONDITIONS SHALL HAVE WOOD MOISTURE CONTENT LESS THAN 19%. WOOD MOISTURE CONTENT IN OTHER CONDITIONS (INTERIOR WET, EXTERIOR WET, AND EXTERIOR DRY) IS EXPECTED TO EXCEED 19%. CONNECTORS AND THEIR FASTENERS SHALL BE THE SAME MATERIAL. COMPLY WITH THE TREATMENT MANUFACTURERS RECOMMENDATIONS FOR PROTECTION OF METAL. 33. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2019. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD CARRYING CAPACITY. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITS" SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM)AS MEMBERS CONNECTED. 34. WOOD FASTENERS A.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 BOX 3-1/2" 0.135" 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 - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END. B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. 35. NOTCHES AND HOLES IN WOOD FRAMING: A. NOTCHES ON THE ENDS OF SOLID SAWN JOISTS AND RAFTERS SHALL NOT EXCEED ONE-FOURTH THE JOIST DEPTH. NOTCHES IN THE TOP OR BOTTOM OF SOLID SAWN JOISTS SHALL NOT EXCEED ONE -SIXTH THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. HOLES BORED IN SOLID SAWN JOISTS AND RAFTERS SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST, AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE DEPTH OF THE JOIST. B. IN EXTERIOR WALLS AND BEARING PARTITIONS, ANY WOOD STUD IS PERMITTED TO BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. A HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH IS PERMITTED TO BE BORED IN ANY WOOD STUD. IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR NOTCH. C. NOTCHES AND HOLES IN MANUFACTURED LUMBER AND PREFABRICATED PLYWOOD WEB JOISTS SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE NOTED. 36. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC "TIMBER CONSTRUCTION MANUAL" AND THE AWC "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.10.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16" O.C. LINO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT. ALL 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 @ 12" O.C.. LAP TOP PLATES AT JOINTS A MINIMUM 4'-0" AND NAIL WITH TWELVE 16d NAILS @ 4" O.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12" ON -CENTER, OR ATTACHED TO CONCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS @ 4'-0" ON -CENTER EMBEDDED 7" MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12" ON -CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO.6 X 1-1/4" TYPE S OR W SCREWS @ 8" ON -CENTER. UNLESS INDICATED OTHERWISE, 1/2" (NOMINAL)APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6" ON -CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN -SUPPORTED EDGES)AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12" ON -CENTER ALLOW 1/8" SPACING AT ALL PANEL EDGES AND PANEL ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING BETWEEN RAFTERS AND JOISTS AT ALL BEARING POINTS WITH A MINIMUM OF (3) 16d TOE NAILS EACH END. TOE -NAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12" ON -CENTER. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6" ON -CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" ON -CENTER TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" ON -CENTER, MINIMUM TWO NAILS PER BLOCK, UNLESS OTHERWISE NOTED. SM L ENNEEMIN 2124 Third Avenue - Suite ioo - Seattle, WA 98121 P:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2020 Swenson Say Faget - All Rights Reserved DRAWN: TCV/DSK DESIGN: TCV/DSK CHECKED: RHR APPROVED: RHR REVISIONS: 10 Rev1 03/20/2024 JURISDICTIONAL APPROVAL STAMP: RESUB Jul 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Hopper Residence 1005 Olympic Ave Edmonds, WA 98020 ARCHITECT: Strobl Design LLC 1122 North J St Tacoma, WA 98403 IS Permit SHEET TITLE: General Notes SCALE: DATE: 03/29/2024 PROJECT NO: 10963-2022-26 SHEET NO: S102 6l 2'-0" SQ. x 10" dp. FTG. W/ (3) #4 BOT EA. WAY TYP. @ DECK U.N.O. 3'-0" SQ. x 10" dp. FTG. _ W/ (4) #4 BOT EA. WAY 6/ BASEMENT FOUNDATION PLAN scnLe va. = uo. PLAN NOTES 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. THE BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE 18" MINIMUM BELOW GRADE. 3. SLAB ON GRADE SHALL BE 4" MINIMUM THICKNESS. REINFORCE WITH W/ 6x6 W1.4xW1.4 W.W.M. CENTERED IN SLAB. PROVIDE 10 MIL VAPOR VARRIER BELOW SLAB OVER 4" MINIMUM FREE DRAINING GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL. 4. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. LEGEND CHANGE IN ELEVATION f HOLDOWN PER PLAN STRUCTURAL WALL ABOVE 0 CONCRETE FOOTING GARAGE SLAB & FTG. ABOVE L ENNEEN 2124 Third Avenue - Suite ioo - Seattle, WA 98121 P:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2020 Swenson Say Faget - All Rights Reserved DRAWN: TCV/DSK DESIGN: TCV/DSK CHECKED: RHR APPROVED: RHR REVISIONS: 10 Rev1 03/20/2024 JURISDICTIONAL APPROVAL STAMP: RESUB Jul 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Hopper Residence 1005 Olympic Ave Edmonds, WA 98020 ARCHITECT: Strobl Design LLC 1122 North J St Tacoma, WA 98403 ISSUE: Permit S' TITLE: Foundation Plan SCALE: DATE: 03/29/2024 PROJECT NO: 10963-2022-26 SHEET NO: .kru MAIN LEVEL FLOOR FRAMING PLAN PLAN NOTES 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. TYPICAL FLOOR FRAMING CONSISTS OF 3/4" T&G PLYWOOD, FACE GRAIN PERPENDICULAR TO SUPPORTS OVER JOISTS PER PLAN. NAIL SHEATHING WITH 8D AT 6" O.C. AT PANEL EDGES, SHEAR WALLS, AND DRAG STRUTS. NAIL 12" O.C. FIELD. WHERE HOLDOWN OVER HEADER OCCURS, REFER TO DETAIL 8/S4.2. 3. SLAB ON GRADE SHALL BE 4" MINIMUM THICKNESS. REINFORCE WITH W/ 6x6 W1.4xW1.4 W.W.M. CENTERED IN SLAB. PROVIDE 10 MIL VAPOR VARRIER BELOW SLAB OVER 4" MINIMUM FREE DRAINING GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL. 4. PROVIDE (2) BEARING STUDS AT EACH END OF ALL HEADERS AND BEAMS UNLESS NOTED OTHERWISE. 5. ALL EXTERIOR WALLS SHALL BE W6 PER SHEARWALL SCHEDULE TYP. U.N.O. 6. PROVIDE AC, ACE, PC, EPC, LPC OR LCE COLUMN CAP AT ALL WOOD BEAM TO POST CONNECTIONS U.N.O. REFER TO DETAL 1/S3.2 FOR WOOD BEAM TO CONCRETE WALL CONNECTION. SCALE 1/4" = V-0" LEGEND Wx SHEARWALL PER SCHEDULE HOLDOWN PER PLAN DIRECTION OF FRAMING HOLDOWN PER PLAN F> EXTENT OF FRAMING 0 STRUCTURAL WALL BELOW BEAM/HEADER STRUCTURAL WALL ABOVE 0 # OF BUNDLED STUDS 0 CONCRETE FOOTING Z CHANGE IN ELEVATION — - — • STRAP PER PLAN C HANGER PER PLAN d.s. DRAG STRUT, EDGE NAIL PER PLAN NOTE 2 L ENNEEN 2124 Third Avenue - Suite ioo - Seattle, WA 98121 P:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2020 Swenson Say Faget - All Rights Reserved DRAWN: TCV/DSK DESIGN: TCV/DSK CHECKED: RHR APPROVED: RHR REVISIONS: 10 Rev1 03/20/2024 JURISDICTIONAL APPROVAL STAMP: RES U 6 Jul 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Hopper Residence 1005 Olympic Ave Edmonds, WA 98020 ARCHITECT: Strobl Design LLC 1122 North J St Tacoma, WA 98403 ISSUE: Permit SHEET TITLE: Floor Framing Plan SCALE: DATE: 03/29/2024 PROJECT NO: 10963-2022-26 SHEET NO: 7. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. W9 1 HGR. PER TRUSS (typ. u.n.o.) OF v HUCTF L I C P.T. 6x12 HDR. 9/S4.3 b, ROOF FRAMING PLAN PLAN NOTES 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. ROOF FRAMING CONSISTS OF ROOFING PER ARCHITECTURAL DRAWINGS OVER 1/2" CDX OR 7/16" OSB APA RATED SHEATHING (EXPOSURE 1), FACE GRAIN PERPENDICULAR TO TRUSSES PER PLAN. NAIL SHEATHING WITH 8D AT 6" O.C. AT PANEL EDGES, SHEAR WALLS, AND DRAG STRUTS. NAIL 12" O.C. FIELD. 3. PROVIDE (2) BEARING STUDS AT EACH END OF ALL HEADERS AND BEAMS UNLESS NOTED OTHERWISE. 4. PROVIDE AC, ACE, PC, EPC, LPC OR LCE COLUMN CAP AT ALL WOOD BEAM TO POST CONNECTIONS U.N.O. LEGEND Wx SHEARWALL PER SCHEDULE DIRECTION OF FRAMING �� EXTENT OF FRAMING BEAM/HEADER 0 # OF BUNDLED STUDS LE CHANGE IN ELEVATION c HANGER PER PLAN HT": .3 `�11/54.3 ------------------------------------------------------------------ - - - - -- — iTS30 TOP PL. TO TRUSS SCALE 1/4" = V-0" L ENNEEN 2124 Third Avenue - Suite loo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253.2$4.9470 ssfengineers.com Copyright 2020 Swenson Say Faget - All Rights Reserved DRAWN: TCV/DSK DESIGN: TCV/DSK CHECKED: RHR APPROVED: RHR REVISIONS: 0 Rev1 03/20/2024 JURISDICTIONAL APPROVAL STAMP: RES U B Jul 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Hopper Residence 1005 Olympic Ave Edmonds, WA 98020 ARCHITECT: Strobl Design LLC 1122 North J St Tacoma, WA 98403 IS Permit SHEET TITLE: Roof Framing Plan SCALE: DATE: 03/29/2024 PROJECT NO: 10963.2022.26 SHEET NO: 5. ALL EXTERIOR WALLS SHALL BE W6 PER SHEARWALL SCHEDULE TYP. U.N.O 6. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 0 STRUCTURAL WALL BELOW LEVEL BACKFILL Retaining Wall Schedule H (ft.) B1 is B2 tf Stem Reinforcing Footing Reinforcing Vert. Horiz. Top Longit. i PROVIDE FREE -DRAINING 3'-0" 5" 8" 5" 8" 14 0 18"oc #4 0 12"oc - (2)#4 MATERIAL 4'-0" 5" 8" 1'-0" 8" #4 ®18"oc #4 @ 12"oc #4 ®18"oc (2)#4 11/2" clr. ®#4's & #5's = 6'-0' 8" 8" 2'-3" 10" #4 ® 12"oc #4 @ 12"oc #4 ® 12"oc (4)#4 2" dr. ® #6's 8'-0" 1'-3" 8" 3'-0' 12" #5 @ 12"oc #4 @ 12"oc #5 @ 12"oc (5)#5 FOOTING DRAIN BY OTHERS 10'-0" 2'-3" 8" 3'-9" 18" #7 III) 12"oc #4 @ 12"oc #6 @ 12"oc (9)#5 co co I M U onus B1 is B2 1 2 4 P.T. 2x STRINGERS @ 16"oc (MAX. SPAN = 7'-0") A35 EA. STRINGER TO j 18 #4 x _F @ 18"oc —LEVEL BACKFILL Retaining Wall Schedule W/ Slab TOEKICK FACE OF WALL BEYOND ` Stem Reinforcing Footing Reinforcing H (ft.) 131 is 132 tf 1/2" 0 x4" A.B. @ 48"oc #4 CONT. AT OPENINGS SEE PLAN FOR SLAB Vert. Horiz. Top Longit. MAX. (3 min.) j THICKNESS AND PROVIDE FREE-DRAININ 3'-0" MATERIAL r 5" 8" 5" 8" #4 @ 18"oc #4 0 12"oc - (G 2)#4 REINFORCING (typ.) 4'-0" 1'-0" 8" 5" 8" #4 @ 18"oc #4 ® 12"oc - (2)#4 DECK FRAMING PER P.T. 2x6 TOEKICK - PLAN NOTCH STRINGERS OVER, I PLACE SLAB PRIOR TO 6'-0' 2'-3" 8" 8" 10" 14 ® 12"oc #4 ® 12"oc - (4)#4 h� �.\\/\\/\\/\\/\\ END NAIL EXT. STRINGERS i / / / / / / / BACKFILLING WALL 8'-0" 2" dr. ® #6's 2-9 8" 1'-3" 12" #5 @ 12"oc #4 @ 12 oc #4 @ 18"oc (s)#5 BEAM PER PLAN INTO TOEKICK W/ (2)16d � ;//////////////j/////\/ ° \�\\<\\�\\�\\�\\�\\�\\� °\�/ SLAB ON GRADE 10'-0" 3'-9" 8" 1'-9" 18" #7 (� 12"oc #4 (� 12"oc #4 (� 18"oc (8)#5 / / / /\\\\\\\\\\\\\\ PER PLAN LSC HANGER / / \bor / / • t .� / / / ' �o // \//\//\//\//\//\//\ BY OTHERS ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV. \ \ \\// \\�/\\ \\�/�/\\�/\ /\\ (2)#4 CONT. OR STAINLESS STEEL PER \ \ ;/��� \ (2)#4 E.W. TOP & BOT. GENERAL NOTES 8" 41 5" 8" 5" B1 is B2 A Typical Deck Stair Stringe 5 Typical Turned -Down Slab Edge 6 8 D 11 3'-0" min. CONCRETE WALL CORNER BARS TO CORNER BARS TO MATCH CROSS WALL CORNER BARS TO CORNER BARS TO MATCH CROSS WALL ADD DIAGONAL IN WALL MATCH EXTERIOR HORIZ. REINF. HORIZ. REINF. MATCH HORIZ. REINF. HORIZ. REINF. (alt. hooks) TO MATCH WALL REINF. o X Holdown Schedule Plan Anchor Min. A.B. Embed Screws (D) Holdown Post ( \ \ \ \ CD Mark Bolt Stem Wall Footing if 2x4 if 2x6 ADDITIONAL -TYP. CORNER 24 ADDITIONAL TYP. CORNER z HDU2-SDS2.5 (6)SDS 1/4"x21/2" 5/8"0 12" 4" 4x4 4x6 VERT. BARS BARS: r N I VERT. BARS BARS: / HDU4-SDS2.5 (10)SDS/4"x2l/z" 1/4"x21/2" 5/8"0 15" 7/8"0 15" 6' 4x4 4x6 HDU8-SDS2.5 (20)SDS 8" 4x6 6x6 CROSS WALL CROSS WALL NORMAL FOOTING\\ j / / / / / Q MINIMUM SIZE OF POST AT END OF WALL UNLESS OTHERWISE NOTED ON FRAMING PLANS. REINFORCINGco ADD BARS TO CO II' CO MATCH NORMAL / o Double Curtain Single Curtain REINFORCING //\ Typical HDU Holdown Typical Corner Bars at Concrete Walls and Footings LINE OF EXCAVATIONAji�ji�j�j�ji NORMAL FOOTING REINFORCING 10 Typical Stepped Footing 11 12 L ENGINEEPANG 2124 Third Avenue - Suite ioo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2020 Swenson Say Fagdt - All Rights Reserved _ DRAWN: TCV/DSK DESIGN: TCV/DSK CHECKED: RHR APPROVED: RHR REVISIONS: 10 Rev1 03/20/2024 JURISDICTIONAL APPROVAL STAMP: RESUB Jul 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Hopper Residence 1005 Olympic Ave Edmonds, WA 98020 _ ARCHITECT: Strobl Design LLC 1122 North J St Tacoma, WA 98403 _ ISSUE: Permit S' TITLE: DATE: 03/29/2024 PROJECT No: 10963.2022.26 SHEET NO: S301 PANEL EDGE NAILING OVER PANEL EDGE NAILING OVER HOLDOWN STUDS/POST HOLDOWN STUDS/POST HOLDOWN (where occurs) 2x6 FLAT SILL BLKG. HOLDOWN (where occurs) 2x6 FLAT SILL BLKG. PER PLAN W/ A.B. PER BTWN. TRUSSES PER PLAN W/ A.B. PER BTWN. TRUSSES HOEDOWN SCHEDULE HOEDOWN SCHEDULE P.T. PLATE (ripped flush) W/ P.T. PLATE (ripped flush) W/ SHEARWALL PER PLAN A.B. PER SHEARWALL SCHEDULE SHEARWALL PER PLAN A.B. PER SHEARWALL SCHEDULE r (5/8" 0 @ 48"oc elsewhere) r (5/8" 0 @ 48"oc elsewhere) NAILING PER SHEARWALL U.N.O. NAILING PER SHEARWALL U.N.O. FACE OF CONCRETE/CMU WALL SCHEDULE (typ.) PRE-MANUF TRUSS & SCHEDULE (typ.) PRE-MANUF TRUSS & (2) #4 CONT. TOP a ti SHEATHING PER PLAN ;; ;; (2) #4 CONT. TOP a ti SHEATHING PER PLAN 6 : a (1 ea. side of a.b.) '' '' (1 ea. side of a.b.) 4.a • a T.O.W SLAB ON GRADE SLAB ON GRADE -----a-a--- -�_-- EXISTS WHERE SIM. oo �i EXISTS WHERE SIM. oo t; • E i/\�\ •---------------- -- ---- #4 @ 12"oc „ . �,N ---------- #4 @ 12"oc -------- E HORIZ. //� 2x4 FLAT BLKG. E HORIZ. _ #4 @ 18"oc @48" oc #4 @ 18"oc ' \ BEAM PER PLAN VERT.(alt. bends) jj\ W/ (5)8d EA. BLOCK VERT.(alt. bends) z HU/HUC HANGER W/ // • ALL FASTENERS INTO PRESSURE ;///////j • ALL FASTENERS INTO PRESSURE TITEN 4"x23 4" / / - TREATED WOOD SHALL BE GALV. \\/\\' OR STAINLESS STEEL PER - ; / `\� , TREATED WOOD SHALL BE GALV. \\ \\/' OR STAINLESS STEEL PER SCREWS (11/2" MIN EDGE DISTANCE) o �` GENERAL NOTES \�� GENERAL NOTES /� • REFER SHEARWALL SCHEDULE FOR (2) #4 CONT. ///��/� ij,� ��/�� ADDITIONAL RIM &SILL PLATE (2) #4 CONT. REFER SHEARWALL SCHEDULE FOR .� �i/�i/ //� ADDITIONAL RIM & SILL PLATE BOT. BOT. �� ��i ��/j�� 5" 8" 5" SIZE REQUIREMENTS 5" 8" 51 SIZE REQUIREMENTS HU Beam Connection to Concrete Wall 1 2 Exterior Framing at Crawl Space (High Grade) Exterior Framing at Crawl Space (High Grade) 1 4131 PANEL EDGE NAILING OVER • ALL FASTENERS INTO PRESSURE HOLDOWN STUDS/POST TREATED WOOD SHALL BE GALV. POST, PLINTH, & FTC. HOLDOWN (where occurs) OR STAINLESS STEEL PER PER PLAN W/ A.B. PER GENERAL NOTES HOLDOWN SCHEDULE -, • REFER SHEARWALL SCHEDULE FOR SHEARWALL PER PLAN ADDITIONAL RIM & SILL PLATE SLAB ON GRADE POST PER PLAN SIZE REQUIREMENTS PER PLAN NAILING PER SHEARWALL SCHEDULE a ti P.T. 2x PLATE W/ A.B. 10"sq. PLINTH REINF. W/ (4)#4 x L VERT. & #3 x ABU SERIES POST BASE W/ 5/8" ox7" A.B. 2 () #4 CONT. TOP (1 ea. side of a.b.) - PER SHEARWALL SCHEDULE (5/8"� (� 48"oc elsewhere) @ 6"oc W/ (3)#3 x IN E• CD� E TOP 5 OF PLINTHco \ #4 @ 18 oc VERT. CTRD. (alt. bends) ro�o E SLAB ON GRADE o ///�///\///\/\\/\\/\ \�/\� \ •/�/�/�/�/�/ `� //�/�/�/�/ /\/\//\//\//\// #4 @ 18"oc VERT. CTRD. / PER PLAN r; / #4 @ 12 oc HORIZ. CTRD. \/j�/j//\//\/\/ \ _' \� E ^E alt. bends)\\ � T o SIZE #4 � 12 oc HORIZ. CTRD. - -- 2 4 CONT. BOT. REINF. PERPLAN CD lo // // / 5" 8" 5" Ilk Ilk I ALL FASTENERS INTO PRESSURE \//\//\/\//\//\/\//\//\//\/ TREATED WOOD SHALL BE GALV.\//\//\//�\//�\//�\//�\//�\//�\//�\/, OR STAINLESS STEEL PER GENERAL NOTES ' `�`` �`� `` (2)#4 CONT. BOT. 5" 8" 5" 5 1 NO SLAB ON GRADE AT SIM. 1 8 • ALL FASTENERS INTO PRESSURE • ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV. TREATED WOOD SHALL BE GALV. PANEL EDGE NAILING OVER OR STAINLESS STEEL PER PANEL EDGE NAILING OVER PANEL EDGE NAILING OVER OR STAINLESS STEEL PER HOLDOWN STUDS/POST GENERAL NOTES HOLDOWN STUDS/POST HOLDOWN STUDS/POST GENERAL NOTES HOLDOWN (where occurs) • REFER SHEARWALL SCHEDULE FOR ADDITIONAL RIM & SILL PLATE SHEARWALL PER PLAN HOLDOWN (where occurs) • REFER SHEARWALL SCHEDULE FOR ADDITIONAL RIM & SILL PLATE 2x6 FLAT BLKG. BTWN. PER PLAN W/ A.B. PER SIZE REQUIREMENTS SHEATHING CAN BE PLACED PER PLAN W/ A.B. PER SIZE REQUIREMENTS TRUSSES HOEDOWN SCHEDULE HOLDOWN (where occurs) ON EITHER FACE OF WALL HOEDOWN SCHEDULE JOISTS & SHEATHING PER PLAN SHEARWALL —� WATERPROOFING SHEARWALL PER PLAN P.T. 2x PLATE W - / A.B. PER SHEARWALL SCHEDULE PER PLAN W/ A.B. PER SHEARWALL PER PLAN P.T. 2x PLATE W/ A.B. PER SHEARWALL SCHEDULE 8d @6" oc PER PLAN NAILING PER SHEARWALL PER ARCH. NAILING PER SHEARWALL (5/8 0 @ 48 oc elsewhere) HOLDOWN SCHEDULE P.T. 2x PLATE W/ A.B. NAILING PER SHEARWALL (5/8" 0 @ 48"oc elsewhere) SLAB ON GRADE SCHEDULE TRUSS & SHEATHING PER PLAN SCHEDULE STEP PER ARCH NAILING PER SHEARWALL SCHEDULE PER SHEARWALL SCHEDULE oc elsewhere (/ 5 8" 0 @ 48") SCHEDULE SLAB ON GRADE PER PLAN 8d @6" oc (2)#4 CONT. TOP SLAB ON GRADE (2)#4 CONT. TOP PER PLAN (1 ea. side of a.b.) "-' PER PLAN (2)#4 CONT. TOP SLAB ON GRADE (1 ea. side of a.b.) Z/\ .';. slope as req'd. (1 ea. side of ea. a.b.) PER PLAN c c • x x x x x • \ i - i HANGER PER GENERAL NOTES y/ \/ 4x LEDGER W/ 5/8 l4 x 6 LONG \//\\ '//\/ \\//\\//\\//\\/�\\/�\\//\//\\//l\/�\\�IE�\/ � 1� `f. CTRD. \\//\\//\\//\\//\\� o' \\//\\ \\�\\r, \\//\\//\\//\\//\\//\\//\\//\\//\�\//\ / ' #4 C� 18"oc VERT. CTRD. TITEN HD @32" oc BEAM PER PLAN _'/\\ I/j/ oc \\ \�/j��, bends) \��\\�\\ \\�/ --- - \\ \��\ice\\i�\\�\\�\\\INN, / I \\/\ \/� (alt. bends) CONCRETE WALL &REINF. 2x LEDGER PER PLAN ,. �. /\\/\\% /\�/ '` �, (alt. \\\\\\` » #4 @ 12 oc HORIZ. CTRD. #4 @ 18 oc VERT. CTRD. ;, \\ \ / / / /\ MONOLITHIC POUR AT / /// �/ \\\/ \\ \\ CONTRACTORS OPTION E ;\\i �, �, //X, » #4 @ 12 oc HORIZ. CTRD. 2 1/4 & x 3-1/2 () REINF. PER 8/S3.1 SDS /\ \ (It. bends)----- a i•/% % % �� %// i\ \ \, \ \ \\/` SCREWS @32" oc o . . (2)#4 CONTBOT • ALL FASTENERS INTO PRESSURE 5" 8" 5" (2)#4 CONT. TOP & BOT. CD T - -- (2)#4 CONT. BOT. / \/ TREATED WOOD SHALL BE GALV. OR STAINLESS STEEL PER / /�ji ALL WOOD IN DIRECT CONTACT i�/, /�\\j\\jam\\\j� /�\\j; GENERAL NOTES ���• ` /� \/�/ // WITH CONCRETE SHALL BE • REFER SHEARWALL SCHEDULE FOR PRESSURE -TREATED OR SEPERATED 6" 6" 6" ADDITIONAL RIM & SILL PLATE 5" 8" 5" BY (2) LAYERS OF ASPHALT SIZE REQUIREMENTS IMPREGNATED BUILDING PAPER 1 (, 6" Garage Wall w/ Slab on Grade 10 11 Exterior Wall w/ Slab on Grade 12 L ENNEEN 2124 Third Avenue - Suite loo - Seattle, WA 98121 P:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253.2$4.9470 ssfengineers.com Copyright 2020 Swenson Say Faget - All Rights Reserved DRAWN: TCV/DSK DESIGN: TCCV/DSK CHECKED: RHR APPROVED: RHR REVISIONS: 0 Rev1 03/20/2024 JURISDICTIONAL APPROVAL STAMP: RESUB Jul 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Hopper Residence 1005 Olympic Ave Edmonds, WA 98020 ARCHITECT: Strobl Design LLC 1122 North J St Tacoma, WA 98403 ISSUE: Permit SHEET TITLE: Concrete Details SCALE: DATE: 03/29/2024 PROJECT NO: 10963-2022-26 SHEET NO: S302 Shearwall Schedule 0000©o SAWN OR MFR. 16d NAILING LUMBER. 2x MIN. PER SCHEDULE SEE NOTES FOR Panel Edge Top Plate Connection Base Plate Connection Mark Sheathing Nailing if TJI if Woods at Wood 10 at Concrete SHEARWALL PER PLAN, ADDITIONAL 2x NAILER REQUIREMENTS YV6 15/32" CDX PLYWOOD 8d ® 6"oc 16d ® 6"oc A35 ® 24"oc 16d ® 6"oc 5/8"0 A.B. ® 48"oc 1 1 - 1/2" MAX. TO i 16d NAILING EDGE OF °° W4 15/32" CDX PLYWOOD 8d ® 4"oc 16d ® eoc A35 ® 16"oc (2)rows 16d ® 6"oc 5/8"0 A.B. ® 32"oc PER SCHEDULE WASHER W3 ® 15/32" CDX PLYWOOD 8d ® 3"oc (2)rows 16d a 4"oc A35 a 12"oc (2)rows 16d ® 6"oc 5/8"0 A.B. a 24"oc Detail A Detal C W2 ® 15/32" CDX PLYWOOD 8d ® 2"oc (2)rows 16d a eoc A35 a 9"oc (2)rows 16d ® 4"oc @ 5/8"0 A.B. @ 16"oc I 1 3 3 2 2 OO BLOCK PANEL EDGES WITH 2x MIN. LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d ® 12"o.c. 3/8" 1/2" 02 8d NAILS SHALL BE 0.131"0 x 2 1/2" (common) - 16d NAILS SHALL BE 0.135"0 x 3 1/2" (box) min typ. O EMBED ANCHOR BOLTS AT LEAST 7". DRILLED AND EPDXIED THREADED ROD MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 6" EMBEDMENT. 2 SHEARWALL PER PLAN Al TITEN HD SCREW ANCHORS MAY BE SUBSTITUTED FOR ANCHOR BOLTS W/ 4" EMBEDMENT. ALL BOLTS SHALL HAVE 3" x 3" x 1/4" MIN. PLATE 2 IF SHEARWALL OR _ WASHERS. PLATE WASHERS SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. SEE DETAIL C. 16d ® 12"oc AT I<PLYWOOD EDGE NAILING OVER EA. STUD I EDGE \ I ® 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF W3 AND W2. SEE DETAIL B. WHERE 3x STUDS ARE USED FOR W2, STAGGER NAILS AT ADJOINING PANEL EDGES. OTHER WALLS INTERSECTING WALL eq. eq. TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. (see left if sheorwall) - SEE PLANS AND HOLDOWN SCHEDULE FOR ALTERNATE REQUIREMENTS. 16d NAILING PER SCHEDULE _ © ALL EXTERIOR WALLS SHALL BE W6, UNLESS NOTED OTHERWISE. Detall B _ (2) 7/16" O.S.B. MAY BE SUBSTITUTED FOR 15/32" CDX. PLAN VIEW AT ABUTTING PANEL ® LTP4's (HORIZONTAL ORIENTATION) W/ 8d COMMON MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. �1 PLYWOOD PANEL EDGE NAILING PER SHEARWALL SCHEDULE EDGES OF W3 & W2 RIM @A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. Ddd D io AT MULTI -ROW NAILING, MINIMUM OFFSET BETWEEN ROWS AND ROW SPACING 1/2", SEE DETAIL D. BASE PLATE NAILING PER SHEARWALL SCHEDULE n PROVIDE (3) ROWS 16d 0 6"oc AT LVL RIMS. 03 16d ® 8"oc Typical Shearwall Intersections Shearwall Schedule - (Sheathed One Side) 2 4 PANEL EDGE NAILING OF LSL BLOCKING SHEARWALL BELOW (4)8d INTO BTWN. JOISTS EA. BLOCK LSL OR TRUSS OVER WALL BEARING WALL STUDS BEARING WALL STUDS (2)16d TRUSS SHALL BE SHEATHED (2)16d STUD MAX DEPTH OF MIN DEPTH REMAINING STUD MAX DIAMETER MIN DEPTH REMAINING SIZE EDGE CUT OR NOTCH AFTER CUT OR NOTCH SIZE OF BORED HOLE AFTER BORED HOLE EA. JOIST TO MATCH SHEARWALL BELOW OR TRUSS MFR. SHALL DESIGN EA. BLOCK 20 1/8" 25/8" 2x4 13/8' 5/8" EA SIDE OF HOLE FOR LOAD TRANSFER 2x6 1 8' 4 8" 2x6 23/16" 8" EA SIDE OF HOLE I (1) JOIST BAY OF DE 2x8 13/4" 51/2" 2x8 2�/8" 5/8" EA SIDE OF HOLE DHOLES TOP PLATE CONNECTION W/ 16d NAILS OR I BLKG. 48"oc OAX• NOTE: BORED E TO STUDS MAY NOT BE BORED IN EXCESS OF 40% OF THE =< A35 W/ LSL HOLES TALEPT STUD, IF STUDS ARE DOUBLED, BORINGS MAY BE INCREASED TO 60% OF STUD WIDTH PROVIDED NOT R0� TRUSS PER PLAN CUTS p1N EO OV�D� MORE C BORINGS AHALL NOT BE MADE AT SUCCESSIVE S ARE THE SAME SECTION PANEL EDGE NAILING SAKI �JD S BERSPpEP S� NOT WHERE CUT OR NOTCH HAS BEEN MADE. / A OR OUT CKING SHEATHING L JOINT ENAILING 2x CKING BOTOB A NON -BEARING WALL STUDS NON -BEARING WALL STUDS BTWN.OSTUDS W/ PANEL EDGE BTWN.OSTUDS CIRCULAR SIR 5/8AEDOE IU pIST. STUD MAX DEPTH OF MIN DEPTH REMAINING STUD MAX DIAMETER MIN DEPTH REMAINING 2 EDGE CUT R NOTCH AFTER CUTER NOTCH SIZE OF BORED HOLE AFTER BORED HOLE BOTTOM PLATE CONNECTION / NOTCH p7N EO S AR�SO 5/8S HOLE OLE LE 2x6 V4 5 A SIDE OF HOLE plAMEOLE PANEL EDGE NAILING ,�E IIB DEPTH STUD BERSPACEED 2x8 27/8" 4 /8" 2x8 4/4" 8" EA SIDE OF HOLE „ 01N. GE TH OER NOTE: II II 1 LAP STUDS MAY NOT BE BORED IN EXCESS OF 60% OF THE �E ri IN NOTCH / OF STUD. BORINGS SHALL NOT BE MADE AT THE SAME SECTION WHERE CUT OR NOTCH HAS BEEN MADE. Bearin Wall 9 Non —Bearing Wall 9 �T P E OAX' p CUTTING AND NOTCHING WOOD STUDS BORED HOLES IN WOOD STUDS NOTE: SEE SHEARWALL SCHEDULE FOR ALL NAILING AND NOTE: NOTE: CONNECTIONS, NOT OTHERWISE NOTED DO NOT NOTCH MORE THAN THREE ADJACENT BORED HOLE NOT PERMITTED IN MORE THAN THREE STUDS WITHOUT REVIEW BY ENGINEER. ADJACENT STUDS WITHOUT REVIEW BY ENGINEER. Typical Shearwall Construction Typical Holes and Notches in Wood Studs 6 1 8 NAIL END STRINGER TO 2x6 NAILER W/ (3)16d @ 16"oc TOP CHORD SPLICE TREAD PER ARCH. (12)16d @ 4"oc IN 2x6 x CONT. W/ (2)16d (2) ROWS AT EA. (2)16d @ EA. @ EA. TRUSS TOP CHORD/ TYP. DOUBLE TOP PLATE SIDE OF SPLICE � STUD, TYP. RAFTER 8d @ 6"oc PER ARCH. 3/4" PLYWOOD OVERFRAMING PER PLAN \I KICK PLATE 3/4 PLYWOOD �•� ��,, �� SHEATHING BOTTOM CHORD A35 (at exterior walls only) ��. SPLICE OMIT @ HEADERS < 6'-0" — — — TYPICAL STUDS W/ SPACING PER PLAN TRUSS/RAFTER PER PLAN 2x6 NAILER W/ (3)16d TO EA. TYP. STUDS BEAM OR HEADER STUD PER PLAN 13/4" LSL STRINGER LSC HANGER 2x10 @ 16"oc @ 24"oc max. DBL. KING STUD @ HEADERS > 10'-0" WHERE OPENING IS LESS 11' max len th ( length) 4x10 4'-0" min. BETWEEN SPLICES THAN 6'-0" PROVIDE Typical Rise ' Typical Landing (1) BEARING STUD U.O.N. ALL TREAD AND RISER> SPLICE TO OCCUR AT DIMENSIONS PER ARCH. OF VERT. STUD TYP. Overframing Connection Typical Header Support Typical Stair and Landing Detail Typical Top Plate Splice 9 10 11 12 L ENNEEN 2124 Third Avenue - Suite ioo - Seattle, WA 98121 P:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2020 Swenson Say Fagdt - All Rights Reserved DRAWN: TCV/DSK DESIGN: TCV/DSK CHECKED: RHR APPROVED: RHR REVISIONS: 10 Rev1 03/20/2024 JURISDICTIONAL APPROVAL STAMP: RESUB Jul 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Hopper Residence 1005 Olympic Ave Edmonds, WA 98020 ARCHITECT: Strobl Design LLC 1122 North J St Tacoma, WA 98403 _ ISSUE: Permit SHEET TITLE: Wood Framing Details DATE: 03/29/2024 PROJECT NO: 10963-2022-26 SHEET NO: S401 1 2 3 4 PANEL EDGE NAILING OVER ALL HOLDOWN STUDS I I I I HOLDOWN PER PLAN I I II ICI SHEARWALL II I I PER PLAN II o J U "' o PLYWOOD SHEATHING L _ w C PER PLAN o RIM JOIST (typ.) HOLDOWN STRAP o 0 ° HEADER PER PLAN PER PLAN REFER TO HOLDOWN/STRAP a a SCHEDULE FOR ADDITIONAL INFO. WRAP STRAP PROVIDE EQUAL ° J N ° AROUND HDR/RIM NUMBER OF NAILS w INTO HDR/RIM �, ° ABOVE & STUDS $4 BELOW PANEL EDGE NAILING OVER EA. HOLDOWN STUD 5 6 7 Typical Strap over Beam 8 Holdown Strap Schedule Plan End #Nails Ea. Holdown Studs/Post Mark Length End Length if 2x4 if 2x6 CS16 1'-2" (13) 8d (1) 2x4 (1) 2x6 2'" CMST14 —6 (33) 10d 4x6 4x6 PANEL EDGE NAILING OVER HOLDOWN STUD/POST CMST12 3'-3n (43) 10d 48 6x6 AIR GAP PER ARCH. PANEL EDGE NAILING TO ALL HOLDOWN STUDS/POST BUTT —SPLICE 9go BETWEEN TIES WIRE HOEDOWN PER PLAN 7 I I REFER TO SCHEDULE ® #10 x 2" CORROSION I I 11/2" RESISTANT SCREW SHEARWALL o° o° HOLDOWN POST/STUDS 1" PER PLAN PER SCHEDULE Cn PLYWOOD SHEATHING CL PER PLAN VENEER PER ARCH. NOTES: ORIENTATION II II III FULL WIDTH VERTICAL • VENEER TIES SHALL BE SPACED SO AS TO SUPPORT NOT MORE STUD WALL PER PLAN HOEDOWN PER PLAN. PER PLAN ICI II II GRAIN BLOCKING THAN TWO SQUARE FEET OF WALL WRAP STRAP AROUND HDR. PER PLAN. TO MATCH HOEDOWN AREA AND SHALL NOT BE SPACEDMORE THAN 32"oc HORIZONTALLY 22 GAGE x 1" GALVANIZED TIES HEADER PER 8/S4.2 = —_ —_ — — —_ STUDS/POST AND 18"oc VERTICALLY °a °o PER SCHEDULE 177 JCnII REFER TO PLAN FOR Brick Veneer Ties LOCATIONS WHERE WALL CONTINUES FOR CALLOUTS IN COMMON, REFER TO Typical Holdown Schedule 1 0 1 2 4/S4.3 L ENNEEN 2124 Third Avenue - Suite loo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253.2$4.9470 ssfengineers.com _ Copyright 2020 Swenson Say Faget - All Rights Reserved _ DRAWN: TCCV/DSK DESIGN: TCCV/DSK CHECKED: RHR APPROVED: RHR REVISIONS: 0 Rev1 03/20/2024 JURISDICTIONAL APPROVAL STAMP: RESUB Jul 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT _ PROJECT TITLE: Hopper Residence 1005 Olympic Ave Edmonds, WA 98020 ARCHITECT: Strobl Design LLC 1122 North J St Tacoma, WA 98403 _ ISSUE: Permit SHEET TITLE: Wood Framing Details DATE: 03/29/2024 PROJECT NO: 10963.2022.26 SHEET NO: S402 PANEL EDGE NAILING SHEARWALL BELOW SHEATHING PER PLAN SHEATHE AND NAIL Tf TO MATCH SHEARWALL PANEL EDGE NAILING SHEARWALL ABOVE PRE-MANUF. TRUSSES PER PLAN NAILING PER SHEARW, SCHEDULE FULL DEPTH (may be dr FASCIA PEf POST PER I 2 x BLKG. TO RECEIVE PANEL EDGE NAILING 2x4 STUDS @ 24"oc W/(2)16d TOE NAILS EA. END A35 PER SHEARWALL SCHEDULE (2) 16d TOENAILS EA. BLOCK SHEATHING PER PLAN PRE-MANUF. TRUSS PER PLAN H1 EA. TRUSS BEAM PER PLAN POST CAP PER PLAN PANEL EDGE NAILING OVER ALL HOLDOWN STUDS/POST SHEARWALL PER PLAN HOLDOWN STRAP (where occurs) PER PLAN. REFER TO HD STRAP SCHEDULE FOR ADDL. INFO NAILING PER SHEARWALL SCHEDULE (typ) LSL 13/4 JOIST- OR BLKG. U.N.O. PER PLAN VERT. GRAIN BLKG. TO MATCH HOLDOWN STUDS/POST A35 PER SHEARWALL SCHEDULE (4)8d INTO EA. BLOCK i ��ogu4 JOIST DIRECTION AND / WHERE TRUSSES ARE PARALLEL SHEATHING PER PLAN V PROVIDE TRUSS BLKG. @ 48"oc NAILING PER SHEARWALL A(2)16d THRU EA. TRUSS SCHEDULE (typ) OR BLOCK LEAVE ONE END OF BEAM/HDR. PER PLAN STRAP UNAILED JUST (where occurs) PRIOR TO COVERING REFER TO SHEARWALL SCHEDULE SHEARWALL PER PLAN FOR ADDITIONAL JOIST/BLOCKING 1 ATSIM. NO SHEARWALL ABOVE 11 : :':111WO P.T. 2x LEDGER DECK FRAMING (3) ROWS SDS SCREWS @16" STUD :1 LUS HANG SHEAI,..r , PLAN PANEL EDGE NAILING OVER ALL HOLDOWN STUDS/POST HOLDOWN PER PLAN (where occurs) REFER TO HD STRAP SCHEDULE FOR ADDL. INFO. NAILING PER SHEARWALL SCHEDULE, TYP. LEAVE ONE END OF STRAP UNAILED JUST PRIOR TO COVERING SHEARWALL PER PLAN PANEL EDGE NAILING OVER ALL HOLDOWN (2) 16d THRU EA. TRUSS STUDS/POST 2x BLKG. W/ BASEPLATE HD STRAP (where occurs) NAILING OF SHEARWALL PER PLAN. REFER TO HD BELOW (16d @ 6"oc elsewhere) STRAP SCHEDULE FOR ADDL. INFO. TRUSS &SHEATHING NAILING PER SHEARWALL PER PLAN SCHEDULE, TYP. 2x6 BLKG. W/ BASEPLATE NAILING OF SHEARWALL BELOW (16d @ 6"oc elsewhere) (4) 8d EA. BLOCK TRUSS & SHEATHING PER PLAN 2x4 FLAT BLKG. / - / - @ 48"oc / /\ / BEAM/HDR. PER PLAN 't LEAVE ONE END OF (where occurs) / BEAM /HDR. PER PLAN STRAP UNAILED JUST / / (where occurs) PRIOR TO COVERING / SHEARWALL PER PLAN SIZE REQUIREMENTS 1 1 Interior Shearwall (w/ Trusses) Exterior Floor Framing w/ To Chord Bearing Trusses 1 2 g( p g ) 3 Exterior Floor Framing (Trusses Parallel) 4 A34 (brace - to top plate) NAILING PER SHEARWALL SCHEDULE SHEARWALL- PER PLAN 2x4 BLKG. W/(2)16d 8d @ 6"oc ROOF SHEATHING THRU TRUSS TOP PER PLAN CHORD EA. END (5)8d INTO EA. BLOCK 41 -44 '. . (6)16d THRU BLOCK INTO BRACE PRE -MAN UF. TRUSSES PER PLAN 2x4 ((2)2x4 WHERE LENGTH EXCEEDS 6'-0") BRACE @ 8'-0"oc MAX. NAIL (2)2x4 W/16d @ 12"oc GABLE END TRUSS SHEATHED TO MATCH SHEARWALL BELOW A35 PER SHEARWALL SCHEDULE SHEA1 PRE-MANUF. TRUS PER PLAN GIRDER TRUS; rniE:DEDnn�ING PER PLAN ON I ;S 11U11. f LIl I I1VJJ MANUF. FOR CALLOUTS IN COMMON, REFER TO Exterior Non -Bearing Wall 5 4/S4.3 AF6 1 7 8 PANEL EDGE NAILING OF SHEARWALL BELOW SHEATHE & NAIL TRUE TO MATCH SHEARWALL BELOW PANEL EDGE NAILING SHEARWALL BELOW NAILING PER SHEARW/ SCHEDULE SHEARWALL PER PLAN OVERFRAMING PER PLAN A35 PER SHEARWALL SCHEDULE (2) 16d TOENAILS EA. BLOCK PRE-MANUF. TRUSSES PER PLAN PANEL EDGE "InTI Tnlr nr SHEARWALL PRE-MANUF, PER PLAN NAILING PEI SCHEDULE SHEARWALL PER PLAN ROOF SHEATHING 'ER PLAN >HEATHE AND NAIL RUSS TO MATCH >HEARWALL BELOW 05 PER SHEARWALL SCHEDULE 2) 16d TOENAILS -A. BLOCK 30T. CHORD BLKG. 48"oc O roll� 10- FULL DEPTH (may be dr FASCIA PEf NAILING PE SCHEDULE SHEARWALL SHEATHING PER PLAN PRE-MANUF. TRUSS PER PLAN H1 EA. TRUSS HEADER/BEAM PER PLAN 9 10 11 Exterior Bearing Wall 12 NrS I LOCTLMAL ENNEEN 2124 Third Avenue - Suite loo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadvvay - Tacoma, WA 98402 P:253.2$4.9470 ssfengineers.com Copyright 2020 Swenson Say Faget - All Rights Reserved DRAWN: TCV/DSK DESIGN: TCCV/DSK CHECKED: RHR APPROVED: RHR REVISIONS: 0 Rev1 03/20/2024 JURISDICTIONAL APPROVAL STAMP: RES U B Jul 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Hopper Residence 1005 Olympic Ave Edmonds, WA 98020 ARCHITECT: Strobl Design LLC 1122 North J St Tacoma, WA 98403 IS Permit SHEET TITLE: Wood Framing Details SCALE:� DATE: 03/29/2024 PROJECT No: 10963-2022-26 SHEET NO: S403