Loading...
APPROVED BLD PLN RESUB 1-BLD2023-1289+Architectural_Plan+4.30.2024_2.22.53_PM+4228001GENERAL 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. EXISTING BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING DEPICTED IN THE DRAWINGS, AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES FOR POSSIBLE REDESIGN. SHORING AND BRACING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTUCTION AS REQUIRED BEFORE ANY STRUCTURAL MEMBERS ARE REMOVED OR BEFORE ANY NEW LOADS ARE ADDED UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE OR VEGETATION. WHERE NEW CONCRETE OR REINFORCED MASONRY ABUT EXISTING CONCRETE OR MASONRY, PROVIDE THREADED BARS INTO THREADED EXPANSION INSERTS TO MATCH AND LAP HORIZONTAL REINFORCING UNLESS NOTED OTHERWISE ON DRAWINGS. CONTRACTOR SHALL CHECK FOR ROT OR INSECT INFESTATION AT ALL WALLS, AREAS SHOWING WATER STAINS, AND ALL WOOD MEMBERS. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE ARCHITECT. LIFE SAFETY GUARDRAILS OR HANDRAILS SHALL BE PROVIDED ON ALL OPEN SIDES OF STAIRS OR ELEVATED PLATFORMS. GUARDRAILS SHALL NOT BE LESS THAN 36" 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. '/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. PROJECT INFORMATION OWNER NAME: MARIA SIXTO &MOLLY CROOK SITE ADDRESS: 8619 184TH ST SW EDMONDS, WA 98020-3938 TAX ACCOUNT#: 00599400000300 ZONING: RS-10 BUILDING HEIGHT: 25'-0" MAX LEGAL DISCRIPTION: DENNY PARK BLK 000 D-00 -LOT 3 EQUAL & UND INT IN TR 99 DRAWING INDEX Al GENERAL NOTES, PROJECT DATA, DRAWING INDEX, &LEGEND A2.1 SITE PLAN A2.2 SITE DETAILS A3 EXISTING PLANS A4 PROPOSED FLOOR PLANS &WINDOW/ DOOR SCHEDULE A5 ELEVATIONS &BUILDING SECTION S1.1 STRUCTURAL GENERAL NOTES S2.1 STRUCTURAL FRAMING PLANS S2.2 STRUCTURAL FRAMING PLANS S3.1 STRUCTURAL DETAILS S4.1 STRUCTURAL DETAILS APPROVED PLANS MUST BE ON JOB SITE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED BY PLANNING Jun 28 2024 A 1 " meter with an 1 1 /2"service line to be !installed for this project. A SEPARATE PLUMBING PERMIT IS REQUIRED. PLEASE OBTAIN A PLUMBING PERMIT FROM THE CITY OF EDMONDS City Of Edmonds Building Department Work ADDITION Address 8619 184TH ST SW Owner CROOK-SIXTO Approved Date . 5/22/2024 Buildin Official � 9 �............................................ ........................ Permit Number: BLD2023-1289 REVISIONS DATE PAGE CHANGES REV1 REV2 REV3 REV4 REVS 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 PROPOSED: 0.28 GLAZING U-VALUE, OVERHEAD: MAX. ALLOWED: 0.50 PROPOSED: 0.50 DOOR U-VALUE: MAX. ALLOWED: 0.30 PROPOSED: 0.28 CEILING INSULATION: REQUIRED: R-49 PROPOSED: R-49 VAULTED CEILING INSULATION: REQUIRED: R-38 PROPOSED: R-49 ABOVE GRADE WALL INSULATION: REQUIRED: R-21 PROPOSED: R-21 INTERIOR WALL BELOW GRADE: REQUIRED: R-21 PROPOSED: R-21 EXTERIOR WALL BELOW GRADE: REQUIRED: R-10 PROPOSED: R-10 FLOOR ABOVE UNHEATED SPACE: REQUIRED: R-30 PROPOSED: R-30 SLAB ON GRADE: REQUIRED: R-10 PROPOSED: R-10 GLAZING U-VALUES ARE SHOWN ON THE WINDOW AND DOOR SCHEDULES. SEE SHEET A4. ENERGY INFORMATION TABLE WSEC R406.2 1.) SMALL DWELLING UNIT: 3 CREDITS DWELLING UNITS LESS THAN 1,500 SF IN CONDITIONED FLOOR AREA WITH LESS THAN 300 SF OF FENESTRATION AREA. ADDITIONS TO EXISTING BUILDING THAT ARE GREATER THAN 500 SF OF HEATED FLOOR AREA BUT LESS THAN 1,500 SF SELECTED OPTIONS: HEATING OPTION 2 HEAT PUMP =1.0 CREDITS �������, 3.4 HIGH EFFICIENCY HVAC EQUIPMENT OPTIONS DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM, ZONAL CONTROL =1.5 CREDITS 5.3 EFFICIENT WATER HEATING OPTIONS ENERGY STAR RATED GAS WATER HEATER WITH MIN UEF OF 0.91 =1.0 CREDITS TOTAL CREDITS REQUIRED: 3.0 TOTAL ACHIEVED: 3.5 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. NATURE 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 PD - PD -�� ODS � i � + 12�.4 + 123.4 0 �SD GMD 0 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 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 ELEVATION IS SHOWN SHEAR WALL PANEL TYPE PER SHEAR WALL SCHEDULE/ SHEAR WALL NUMBER WINDOW NUMBER -SEE WINDOW SCHEDULE DOOR NUMBER -SEE DOOR SCHEDULE SHOWER HEAD HOSE BIB 4" TIGHT LINE 4" PERFORATED DRAIN 4" PERFORATED FOUNDATION DRAIN FILTER FABRIC FENCE DOWNSPOUT EXISTING CONTOUR PROPOSED CONTOUR EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION REVISION SMOKE DETECTOR CARBON MONOXIDE DETECTOR EXHAUST FAN 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 STROBE DESIGN LLC 1122 NORTH J ST TACOMA, WA 98403 PHONE: (206) 661-3622 12358 REGISTERED A H TECT JACOB A STROBE ATE OF WASHINGTON LLI U z LLI VJ mow/ L.1_ O ��/ o N 0 \i � rn i � � O = v� O~ o o z Uono W REVISIONS BY 4/2�f/2024 J5 Date 10/17/2023 Scale Drawn JS Job Sheet EXISTING WINDOW EXISTING EXISTING EXISTING WINDOW WINDOW DOOR e Ilo GFM � W LAUNDRY � (EXISTING) z EXISTING � DOOR XN U1 GARAGE (EXISTING) � oon �`,EXISTIN6 MAIN FLOOR Ex OWDER XISTING) EXISTING WINDOW AN DECK (EXISTING) EXISTING WINDOW LIVING ROOM (EX 15T1 NG) ENTRY (EXISTING) EXISTING DOOR DN UP R EXISTING WINDOW NORTH EXISTING DOOR z H N h1, DINING (EXISTING) ExISTIN� wlNDow EXISTING WINDOW FAMILY ROOM (EXISTING) EXISTING UPPER FLOOR PLAN K I TGHEN (EX15T1 NG) EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW NORTH LEGEND EXISTING WALL TO REMAIN NEW 2X6 WOOD STUD � 16" O.G. WALLS WITH I/2" GYPSUM WALLBOARD ON INTERIOR 51 DE, LEVEL FIVE FINISH, PAINT COLOR PER OWNER, INSULATION PER COVER SHEET AI �� NEW ZX4 WOOD STUD ©16" O.G. WALLS WITH I/2" GYPSUM WALLBOARD ON EACH SIDE, LEVEL FIVE FINISH, PAINT COLOR PER OWNER, INSULATION PER COVER SHEET AI �sD SMOKE DETECTOR (HARD -WIRED W/ BATTERY BACKUP) {8�T„� CARBON MONOXIDE DETECTOR � EXHAUST FAN .. , ,�.r r.�T�..T..r...r. , ,�.r ,,, „r,.. r-,,,T�... �..r. T, ,� ,,....,�..T i�Lfi�N NOTES .) ALL DIMENSIONS TO F�GE OF FRAM I NG . 2.) GG TO �IERIFY LOG�TION OF EXISTING FRAMING AND HEADERS. STROBE DESIGN LLC 1122 NORTH J ST TACOMA, WA 98403 PHONE: (206) 661-3622 12358 REGISTERED A H CT JACOB A STROBE S ATE OF WASHINGTON W U z w Nw �.L 0 XO CV V) � ��� �� O = �; �o O�Z ��� U�� �w REVISIONS BY Date 10/17/2023 Scale I/4" = I'-O" Drawn JS Job Sheet i� ILDING T�AGK PROPERTY LINE PROPOSED M,41 N FLOOR PL,4N NEW VDU ��7 SF - 800 SF �LLOW��LE PER G I TY OF EDMONDS ZONING GODS WINDOW SCHEDULE WIDTH X HEIGHT OI 6'-O" X 5'-O", SINGLE HUNG XX �IINYL WINDOW, 0.28 U-�I�LUE, EGRESS LEGEND PLfi<N NOTES I.) ALL DIMENSIONS TO F�GE OF FRfi�MIN6. O2 3'-O" X 5'-O", SINGLE HUNG X �/INYL WINDOW, 0.28 U-�II�LUE, TEMP. EXISTING WALL TO REMAIN 2.) CMG TO VERIFY LOGfi�TION OF EXISTING FRAMING fi�ND HEfi<DERS. O 2'-O" X 2'-6", X Gfi�SEMENT VINYL WINDOW, 0.28 U-Yf�LUE, TEMP. NEW 2X6 WOOD STUD � 16" O.G. WALLS WITH I/2" 3. WH L - O S X � S 1� I E � U P R O GYPSUM WALLBOARD ON INTERIOR SIDE, LEVEL FIVE FINISH, PAINT COLOR PER OWNER, INSULATION PER IS � CONTINUOUSLY -OPERATING EXHAUST Ffi<N O I'-C " X 2'-6", X G�SEMENT �IINYL WINDOW, 0.28 U-�Ifi�LUE, TEMP. COVER SHEET AI PER IRG Tfi��LE M150�7.5.5(I). DWELLING LESS THAN 1500 SF O I'-6" X 2'-6", X G�SEMENT VINYL WINDOW, 0.28 U-�Ifi�LUE, TEMP. O - 5 G �� NEW 2X4 WOOD STUD � 16" O.G. WALLS WITH I/2" GYPSUM ROOF �IENTIL�TION G�LGUL�TION: O 6'-O" X 5'-O", SINGLE HUNG XX VINYL WINDOW, 0.28 U-�I�LUE, EGRESS WALLBOARD ON EACH SIDE, LEVEL FIVE FINISH, PAINT COLOR PER OWNER, INSULATION PER COVER SHEET AI PROVIDED �Y 2" CONTINUOUS METAL �IENT � GONT I NUOUS RIDGE SENT TYP I GAL O 5 �-O" X 3'-O ", XO SL I D I N6 1l I NYL WINDOW, 0.28 U-VALUE RG806.2 MINIMUM VENT �RE�. THE MINIMUM NET FREE �sD SMOKE DETECTOR (HARD -WIRED W/ BATTERY BACKUP) �IENTI L�TI ON �RE� SHALL BE I /150 OF THE i�RE� WINDOW NOTES: OF THE �IENTED SP�GE. I .) NEW WINDOWS TO BE I NSULI�TED LOW E, I�RGON Gfi�S FILLED, �� CARBON MONOXIDE DETECTOR �TTI G �RE� _ ��� SF (I 00 L I N I �L FEET) MINIMUM U-�If�LUE OF 0.28, � NFRG GFRTIFIFD, TYP. Q EXHAUST FAN TOTAL fi<TTI G �RE� _ ��� SF/I 50 = 5. 18 SF REQUIRED 2.) GONTRI�GTOR TO �IERI FY ALL ROUGH OPENING TOTAL �IENT 1�RE1� PRO�II DED DIMENSIONS W/Mfi�NUF,4GTURER PRIOR TO FRfi�M I NG. Q HD A HEAT DETECTOR OR HEAT ALARM RATED FOR THE AMBIENT = (IOO LINI�L FEET X 2")/I2 = 16.67 SF PROVIDED 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). GROWL SPfi�GE �IENTILfi�TION: ��� SF / 150 SF = 5.18 SF 5.18 SF / 0.8q SF PER �IENT = 5.82 �IENT (6 PRO�II DED) EXISTING WINDOW DOOR SGHFDULF W I DTH X HE I GHT OI 5'-O" X 6'-8" INSWING DOOR, 6L�ZED, TEMP., 0.28 U-YI�LUE 2O 5'-O" X 6'-8" INSWING DOOR, 6L�ZED, TEMP., 0.28 U-Y�LUE O(2) 2'-6" X 6'-8", DOUBLE OUTSWINC� DOOR, C�L�ZED, TEMP., 0.28 U-�ll�LUE DOOR NOTES: .) NEW DOORS TO BE I NSULfi�TED LOW E, fi�RGON Gfi�S FILLED, MINIMUM U-�I�LUE OF 0.28, � NFRG CERTIFIED, TYP. 2 .) GONTR�GTOR TO BIER I FY ALL ROUGH OPENING DIMENSIONS W/M�NUFf�GTURER PRIOR TO FRfi�M I NG. STROBE DESIGN LLC 1122 NORTH J ST TACOMA, WA 98403 PHONE: (206) 661-3622 12358 REGISTERED A H TECT JAC B A STROBLO ATE OF WASHINGTON �..�..� U Z W Cn W L.L 0 Xo CV V) � O � � O = (/) � �OH / _� z L.L rn � U�� �w REVISIONS BY 4/2q/2024 JS Date 10/17/2023 Scale I/4" = I'-O" Drawn JS Job Sheet i�ROP05�D NORTH ELE�/�TION r /'1A IT f'1 I i"1r C \ /1-A IT T�Jf"7 V I IIl--. Y r \I VI\ LT \I\I \I LI\ THROUGHOUT GRf�WLSP�GE, TYP. O PROPOSED BU I LD I N6 SEGTI ON KEYNOTES OTYP I GAL ROOF GONSTRUGTI ON � GOMPOS I TE ROOFING � 30# BUILDING PAPER � ROOF SHE�THIN6 PER STRUGTURf�L � PER FR�MIN6 PL?�N � R-4q P�DV�NGED (U-0.020) INSULATION ©FLAT CEILINGS � R-38 I NSUL�T I ON ©VAULTED GE I L I NC�S OTYPIG/4L EXTERIOR W/4LL CONSTRUCTION � SIDING PER ELEV,4TION5 � 15# BU I LD I N6 P,�PER � SHEf�THING PER STRUGTUR�L � FR�MIN6 PER PLP�N � NEW WP�LLS: R-21 INSULATION. R-10 �T HEADERS. � EXISTING W,4LL5: FILL 2x4 W�4LL5 WITH R-15 /4ND 2x6 WALLS WITH R-21 B,�TT INSUL,�TION PER WSEG R503.1.1 EXCEPTION 2. OTYPIG,4L FLOOR GONSTRUGTION � FINISH FLOORING � 3/4" PLYWOOD -GLUE � SGREW � J015T5 PER FRAMING PLAN � R-30 INSULf�TION OVER UNHEATED SPf�GE `� PROi�OSED EAST �L���TION PROPOSED WEST �LEV�TION STROBE DESIGN LLC 1122 NORTH J ST TACOMA, WA 98403 PHONE: (206) 661-3622 12358 REGISTERED ECT JACOB A STROBE TATE OF WASHINGTON w U Z W �A W O `^Y� ' \ O N O � O� Q O = (� O~ � Z 0�0 � � U�� �w REVISIONS BY Date 10/17/2023 Scale I/4" = I'-O" Drawn JS 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 = 5 KIPS SITE CLASS=D (DEFAULT), Ss=130, Sds=100, S1=46, Sd1=85, Cs=0.154, SDC D, 1e=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. UALITY ASSURANCE 9. 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. SOIL CONDITIONS, FILL PLACEMENT, AND DENSITY PER TABLE 1705.E 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. 10. 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 HOEDOWNS. GEOTECHNICAL 11. 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 General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS RENOVATION 12. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. 13. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER IF EXISTING CONDITIONS DETERMINED DURING WORK VARY FROM THE EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS. 14. CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. CONCRETE 15. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 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 f'c = 2,500 PSI. 16. 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. 17. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FY = 60,000 PSI. 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) INTO CONCRETE SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET-3G"HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG, TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT N0. ESR-4057. MINIMUM BASE MATERIAL TEMPERATURE IS 40 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 N0. ESR-2713 (CONCRETE), N0. ESR-1056 (CMU), INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SPECIAL INSPECTION IS REQUIRED. WOOD 21. FRAMING LUMBER SHALL BE S-DRY, KD, 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 N0.2 MINIMUM BASE VALUE, Fb = 850 PSI DOUGLAS FIR -LARCH N0. 1 MINIMUM BASE VALUE, Fb = 1000 PSI DOUGLAS FIR -LARCH N0. 1 MINIMUM BASE VALUE, Fb = 1350 PSI DOUGLAS FIR -LARCH N0.2 MINIMUM BASE VALUE, Fc = 1350 PSI DOUGLAS FIR -LARCH N0. 1 MINIMUM BASE VALUE, Fc = 1000 PSI DOUGLAS FIR -LARCH N0. 2 OR HEM -FIR N0.2 22. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND ANSI/AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC OR APA IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC OR APA CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2,400 PSI, Fv =265 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb = 2400 PSI, Fv = 265 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS, WITH SPANS OVER 30', TO 3,500' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. 23. 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 MAYBE 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. WOOD 24. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 25. 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. 26. FASTENERS AND TIMBER CONNECTORS USED WITH TREATED WOOD SHALL HAVE CORROSION RESISTANCE AS INDICATED IN THE FOLLOWING TABLE, UNLESS OTHERWISE NOTED. WOOD TREATMENT HAS NO AMMONIA CARRIER CONTAINS AMMONIA CARRIER CONTAINS AMMONIA CARRIER CONTAINS AMMONIA CARRIER AZCA CONDITION PROTECTION INTERIOR DRY G90 GALVANIZED INTERIOR DRY G185 OR A185 HOT DIPPED OR CONTINUOUS HOT -GALVANIZED PER ASTM A653 INTERIOR WET TYPE 304 OR 316 STAINLESS EXTERIOR TYPE 304 OR 316 STAINLESS 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. 27. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2021. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAYBE 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. 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. 28. WOOD FASTENERS A.NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 8d 2-1/2" 0.131" 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. 29. 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. 30. 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. UNO. 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 ATMID-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 N0.6 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. L ENNEE�IN z�z4 Third Avenue - Suite goo -Seattle, WA g8�z� p: zo6.443.6z�z ssfengineers.com 934 Broadway -Tacoma, WA g84oz p� z53•z84.947o ssfengineers.com Copyright 2020 Swenson Say Faget -All Rights Reserved DRAWN: TCV/DSK DESIGN: TCV/DSK CHECKED: RHR APPROVED: RHR R ONS: JURISDICTIONAL APPROVAL STAMP: P CT TITLE: Crook-Sixto Addition 8619 184th St SW Edmonds, WA 98020 ARCHITECT: Strobl Design LLC 1122 North J St Tacoma, WA 98403 ISSUE: Permit SHEET TITLE: General Notes SCALE: ""'`' 09/22/23 PROJECT No: 10963-2023-16 SHEET NO: REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. S1.1 12/S3.1 , oJ� - -� ' � � 12/S3.1 � � �; HDU2 , __ , � � ' � � � ' � � � ' � ' 2x10 16" oc ; ' ' � TYP. U.N.O. #4 x 2'-6" DOWEL TO MATCH BOT REINF., 12/S3.1 ; ; � �; EMBED 6" INTO (E) FTG. EQ. EQ. EQ. ti� HDU2 ' � (8'-9" max.) G� � ' _: � ; � � � I - - - - - - - - - - - - - - - - - - - - - ' ' - - - - - - - - - - - - - - - - - - - - - - - - - - �_,_ � � 6x8HDR. ;__ 6x8 HDR. ; -; 6x8 HDR. �----------------, �-------_--------- -- -- P2 F2 P1 P1 F2 P2 � '� � ' � �- � 11" �- _ � � - ;; � (3) #4 x 1 -0 DOWEL (embed 6 into (e) stem) W/ ' '_ ; � �I 30" ; , _ y� � TRONSVERSE REINF. E OS DE OROTIDM (1) #4 I F3 ; I I � I HDU2 � _, ; � i � C.T.V. 8" STEM WALL ' � � I , I I ' ' I � - - - - - - - - - - - - - -� � � J� I - - - - - - - ------------------- --- � /S31 _ � �� 9 _ _____________________________ __ 6x8 HDR ; ; 6x8 HDR ; � t � #4 x 2'-6" DOWEL TO � � ', � MATCH BOT REINF, �Jti ___ _______________� P2 F2---- P1 I EMBED6"INTO(E)FTG. I �I ' O � � ' I P.T. 2x8 I � I I � � i 10/S3.1', � I ' - - I � � I � i HUCQ i � � � � � . ------------- -------------- �------- �� I I i ®C � i I i ' P.T. 6x8 �Huca------- ------ ---------------- =-=_' � ' � _ J I I I F2 - - - 7/S3.1 � 12/S3.1 � ; '� (E) SLAB ; '� o < o _ _ � � ON GRADE � L I I I I I I #4 x 2'-6" DOWEL TO � MATCH BOT REINF., I ; ; I ; ; �, EMBED 6" INTO (E) FTG. I I I I I I I I I I I I I I I I I I I I I I I I I _ I I '� I I I I I I I I I I I I I I I I I I -- I I ,� �, I-________ _______- FOUNDATION PLAN PLAN NOTES 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. THE BOTTOM OF ALL NEW EXTERIOR FOOTINGS SHALL BE 18" MINIMUM BELOW GRADE. 3. TYPICAL NEW FLOOR FRAMING CONSISTS OF 3/4" T&G PLYWOOD, FACE GRAIN PERPENDICULAR TO SUPPORTS OVER 2x JOISTS PER PLAN. NAIL SHEATHING WITH 8D AT 6" O.C. AT PANEL EDGES AND OVER SHEAR WALLS, 12" O.C. FIELD. 4. PROVIDE (2) BEARING STUDS AT EACH END OF ALL HEADERS AND BEAMS UNLESS NOTED OTHERWISE. 5. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. LEGEND DIRECTION OF FRAMING �� EXTENT OF FRAMING BEAM/HEADER C HANGER (E) EXISTING (N) NEW f HOEDOWN PER PLAN C.T.V. CONTRACTOR TO VERIFY ...� ;- - -' (N) FOOTING r - - - 1 I I (E) FOOTING I _ _ _ J ������� .......: (N) STRUCTURAL WALL ABOVE (E) STRUCTURAL WALL ABOVE 0 (N) CONCRETE STEM WALL (N) STRUCTURAL WALL BELOW 0 (E) CONCRETE STEM WALL ,��� �������������������������������i� SCALE 1/4" = 1'-0" III � CHANGE IN ELEVATION F2 2'-0" SQ. x 10" dp. FTG. W/ (3) #4 BOT EA. WAY 2'-6" SQ. x 10" dp. FTG. W/ F3 (3) #4 BOT EA. WAY P1 P.T. 6x6 POST W/ AC CAP P.T. 4x6 POST W/ LCE CAP AND P2 HGAM10KTA BASE (installed onto footing heel) L ENNEE�IN z�z4 Third Avenue - Suite goo -Seattle, WA g8�z� p: zo6.443.6z�z ssfengineers.com 934 Broadway -Tacoma, WA g84oz p� z53•z84.947o ssfengineers.com Co ht 2020 Swenson Say Faget -All Rights Reserved DRAWN: TCV/DSK DESIGN: TCV/DSK CHECKED: RHR APPROVED: RHR REVISIONS: J ICTIONAL APPROVAL STAMP: PROJECT TITLE: Crook-Sixto Addition 8619 184th St SW Edmonds, WA 98020 A ECT: Strobl Design LLC 1122 North J St Tacoma, WA 98403 ISSUE: Permit SHEET TITLE: Framing Plans SCALE: ""'t' 09/22/23 PROJECT No: 10963-2023-16 SHEET NO: S2.1 Q ALL (N) EXT. WALLS ALL (N) HEADERS SHALL BE W6 TYP. U.N.O. SHALL BE (2) 2x8 MIN. ------------------------------------12/S4.1 ,---------------------------------------------, � � i .\ �� i i (E) HDR. � - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - � SECOND FLOOR I ROOF FRAMING PLAN PLAN NOTES LEGEND 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL Wx SHEARWALL PER SCHEDULE DIMENSIONS. � DIRECTION OF FRAMING 2. TYPICAL NEW ROOF FRAMING CONSISTS OF ROOFING PER ARCHITECTURAL DRAWINGS OVER 1/2" CDX OR 7/16" OSB APA RATED SHEATHING (EXPOSURE 1), �� EXTENT OF FRAMING FACE GRAIN PERPENDICULAR TO RAFTERS/TRUSSES PER PLAN. NAIL ROOF BEAM/HEADER SHEATHING W/ 8D AT 6" OC AT PANEL EDGES AND OVER SHEARWALLS, AND AT 12" O # OF BUNDLED STUDS O.C. FIELD. C HANGER 3. PROVIDE (2) BEARING STUDS AT EACH END OF ALL HEADERS AND BEAMS UNLESS NOTED OTHERWISE. � (N) STRUCTURAL WALL BELOW 4. PROVIDE AC, ACE, PC, EPC, LPC OR LCE COLUMN CAP AT ALL WOOD BEAM TO � (E) STRUCTURAL WALL BELOW POST CONNECTIONS U.N.O. (E) EXISTING 5. ALL NEW EXTERIOR WALLS SHALL BE W6 PER SHEARWALL SCHEDULE TYP. (N) NEW U.N.O. f HOEDOWN PER PLAN 6. ALL BUNDLED STUDS AND POSTS CALLED OUT AT ENDS OF HEADERS AND BEAM SHALL BE PROVIDED AT EACH LEVEL BELOW (TERMINATING AT THE FOUNDATION). C.T.V. CONTRACTOR TO VERIFY 7. BUILT UP BEAMS, SISTERED JOISTS, AND STUD PACKS SHALL BE FASTENED W/ (2) 16d @ 12"' oc TYP. U.N.O. 8. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. SCALE 1/4" = 1'-0" Illll�/ L ENNEE�IN z�z4 Third Avenue - Suite goo -Seattle, WA g8�z� p: zo6.443.6z�z ssfengineers.com 934 Broadway -Tacoma, WA g84oz p� z53•z84.947o ssfengineers.com Co ht 2020 Swenson Say Faget -All Rights Reserved DRAWN: TCV/DSK DESIGN: TCV/DSK CHECKED: RHR APPROVED: RHR REVISIONS: J ICTIONAL APPROVAL STAMP: PROJECT TITLE: Crook-Sixto Addition 8619 184th St SW Edmonds, WA 98020 A ECT: Strobl Design LLC 1122 North J St Tacoma, WA 98403 ISSUE: Permit S' TITLE: Roof Framing Plan s� DATE: Og/22/23 PROJECT No: 10963-2023-16 SHEET NO: 1 2 3 4 WATERPROOFING PER ARCH. NOTE: SDWS22x4" SCREWS MAY BE USED IN LIEU � POST, PLINTH, & FTG. �o P.T. 2x LEDGER TO MATCH DECK FRAMING (U.N.O.) OF SDS SCREWS @ CONTRACTOR'S OPTION HOEDOWN POST I� _____ _ EDGE NAIL PER W/ (2) ROWS SDS/4x3�/2 P.T. POST PER PLAN, RUN PER SCHEDULE I I SW SCHEDULE SCREWS @ 6"oc, STAGGERED � POST UP CONT. THRU DECK II LUS SERIES HANGER FLOOR/FOUNDATION � FLOOR FRAMING HDU HOEDOWN I I I FRAMING CONT. FRAMING PER PLAN � II WHERE OCCURS DECKING PER ARCH. DECKING PER ARCH. SHEARWALL PER PLAN II II P.T. DECK JOISTS PER PLAN — a ° � �° a ° I;;I � � d I"I ° EPDXY EMBED ALL —THREAD �� ��N P.T. BEAM PER PLAN I;;I � ° `;_ PER SCHEDULE P.T. DECK JOISTS �; � � (hung to post w/ HUC hgr.) d a � -da a PER PLAN fi # � � - /i//i////// � � � ABU SERIES POST BASE LUS HANGER W/ 5/8"�x7" A g � Holdown Schedule j\ j \ \/\ ��N �� � Plan Anchor A.B. Holdown Post O ALL FASTENERS INTO PRESSURE \%j\ �\\/ n 4 min. � 6 oc � 10"sq. PLINTH. REINF. �� O° � W/ (4)#4 x L VERT. // // // // // // // // // // // Mark Screws Bolt Embed if 2x4 if 2x6 TREATED WOOD SHALL BE GALV. OR STAINLESS STEEL PER %//\ \/� °° 5 max. �/\\/\\/\\/\\/\\/ �\\/\\/\\/\\/\\` & #3 x 0 @ 6 oc �/%�%/%/%/\/ � \/\�/%/���%� � �� HDU2—SDS2.5 (6)SDS �/4»x2�/2» 5/8"� 12n (2) 2x4 (2) 2x6 /\\// y/\\// //\\// GENERAL NOTES j/jj ��\'� SDS Screw Spacing Elevation FOOTING SIZE & / �\\� ///\�� NOTE: LEDGER FASTENER SPACING REINF. PER PLAN �//\\// �/j/// //j// \\ '-` MINIMUM SIZE OF POST AT END �`�' NOTED ON FRAMING PLANS. OF WALL UNLESS OTHERWISE MAY » BE OFFSET UP TO 3 TO AVOID ALL FASTENERS INTO PRESSURE //%//% // / / / / / / / INTERFERENCE W/ JOIST HANGER TREATED WOOD SHALL BE GALV. �/j��/j��j��//�j��j��//�j��j��/j��% OR STAINLESS STEEL PER GENERAL NOTES 5 Typical Deck Ledger Detail 6 Typical Deck Detail 7 Typical HDU Holdown 8 PANEL EDGE NAILING OVER HOEDOWN STUDS/POST HOEDOWN (where occurs) A35 PER SHEARWALL PER PLAN W/ ALL —THREAD SCHEDULE FULL DEPTH BLKG. TO MATCH A.B. SIZE IN VERTICAL GRAIN BLKG. TO (3)16d EA. BLOCK 8d @ 6"oc � MATCH HOEDOWN STUDS/POST SOEARWALLCPER PLAN (4) 8d INTO EA. BLOCK JOIST AND SHEATHING (2)16d TOENAILS NAILING PER SHEARWALL � ' JOISTS &SHEATHING 8d @6" oc PER PLAN THRU EA. JOIST SCHEDULE t ( YP•) � SHEATHDINGCPERNP AND PER PLAN 2x RIM JOIST 2x LEDGER W/ u.n.o. on plan '�, #4 @12" oc (3) 16d EA. STUD (2)#4 CONT. TOP ;� � �', � P.T. 2x SILL PLATE W/ 5/8" O A.B. @48" oc SAWCUT (E) SLAB , (1 ea. side of a.b.) '' TO INSERT FOOTING \ � �� (2) 16d THRU EA. BEAM PER PLAN � � fi JOIST OR BLOCK T� � �\\\\\\\\ \� \/\/\/\/\/\/ 3" '� � WHERE JOISTS ARE PARALLEL POST PER PLAN W/ �\� /��/��/��\/��\/��\/��\/�\\/�\\ WHERE JOISTS ARE clr. PROVIDE 2x BLKG. @48 oc � �;✓ AC(E) SERIES POST o //\/ � #4 @ 12 oc HORIZ. PARALLEL, PROVIDE `D CAP AT TOP AND � F CTRD. �//\ `D 2x BLKG. @ 48"oc 2 #4 CONT. BOT. () � ABU SERIES POST � %/\\/ P.T. 2x6 PLATE W/ A.B. PER BASE AT BOTTOM W/ 5/s"�x7" A.B. OR � �' #4 @ 18"oc VERT. �// // / CTRD.(alt. bends) �j�\j�\j SHEARWALL SCHEDULE (U.N.O.) (5/8"� @ 48"oc elsewhere) 18" _ °� ;; 5/s"�x6" TITEN HD _ �/\ /\/\, •ALL FASTENERS INTO PRESSURE \\/\\�\/ \\/\\��\% r _ L, - " -- \j/\\j\� TREATED WOOD SHALL BE GALV. /%�' • �' �/%/%//' � \\�� OR STAINLESS STEEL PER /\/\/\/\/\/\/\/\/\/\/\/\ \ \- i\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\� (2)#4 CONT. BOT. //�. ��/ '� .//��//� /�� ��/�, GENERAL NOTES ,�, FOOTING SIZE AND •REFER TO SHEARWALL SCHEDULE '��\�\�\��\��\�\��\��\�\��\��\�\� REINF. PER PLAN 5" g" 5" FOR ADDITIONAL RIM &SILL PLATE SIZE REQUIREMENTS 9 1 o Post Footing at Crawl Space 1 1 Exterior Framing at Crawl Space 1 2 �Q?� L ENNEEN z�z4 Third Avenue - Suite goo -Seattle, WA g8�z� p: zo6.443.6z�z ssfengineers.com 934 Broadway -Tacoma, WA g84oz p� z53•z84.947o ssfengineers.com Copyright 2020 Swenson Say Faget -All Rights Reserved DRAWN: TCV/DSK DESIGN: TCV/DSK CHECKED: RHR APPROVED: RHR REVISIONS: J' ICTIONAL APPROVAL STAMP: PROJECT TITLE: Crook-Sixto Addition 8619 184th St SW Edmonds, WA 98020 ARCHITECT: Strobl Design LLC 1122 North J St Tacoma, WA 98403 ISSUE: Permit SH� ITLE: Concrete Details s� ""'`' 09/22/23 PROJECT No: 10963-2023-16 SHEET NO: S3.1 Shearwall Schedule 0000©O SAWN OR MFR. LUMBER. 2x MIN. SEE NOTES FOR 16d NAILING PER SCHEDULE Panel Edge Top Plate Connection Base Plate Connection Mark Sheathing Nailin a �o g if TJI if Woods at Wood at Concrete ADDITIONAL REQUIREMENTS 2x NAILER 1/2" MAX. TO �' yp6 15/32" CDX PLYWOOD 8d ®6°oc 16d ®6°oc A35 f1! 24°oc 16d @ 6°oc 5/8°0 A.B. fi! 48°oc 16d NAILING EDGE OF °i W4 15/32' CDX PLYWOOD 8d � 4°oc 16d f� 4°oc A35 ®16'oc (2)rows 16d f� 6'oc 5/8°0 A.B. � 32'oc PER SCHEDULE WASHER W3 ® 15/32" CDX PLYWOOD Sd � 3"oc (2)rows 16d ®4"oc A35 ®12"oc (2)rows 16d � 6'oc 5/e'0 A.B. � 24'oc Detal A Detail C W2 ® 15/32" CDX PLYWOOD 8d ®2"oc (2)rows 16d ®4"oc A35 ®9"oc (2)rows 16d ®4"oc �� 5/s"a A.B. ®16"oc OO BLOCK PANEL EDGES WITH 2x MIN. LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d ®12`o.c. 3/8" 1/2° OO Sd 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. 03 EMBED ANCHOR BOLTS AT LEAST 7°. DRILLED AND EPDXIED THREADED ROD MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 6° EMBEDMENT. 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 - WASHERS. PLATE WASHERS SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. SEE DETAIL C. EDGE NAILING � OVER EA. STUD � PLYWOOD EDGE _ � � ®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. � eQ• eQ• OO TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. _ � SEE PLANS AND HOEDOWN SCHEDULE FOR ALTERNATE REQUIREMENTS. 16d NAILING PER SCHEDULE _ _ © ALL EXTERIOR WALLS SHALL BE W6, UNLESS NOTED OTHERWISE. Detail B � _ OO 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. � EDGES OF W3 & W2 RtM Qs A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. Detail D io AT MULTI -ROW NAILING, MINIMUM OFFSET BETWEEN ROWS AND ROW SPACING 1/2°, SEE DETAIL D. >> PROVIDE (3) ROWS 16d ®6`oc AT LVL RIMS. Shearwall Schedule 2 3 4 RAFTERS &SHEATHING 8d @6" oc 8d @4" oc 1/2" PLYWOOD GUSSET, PER PLAN ALIGN RAFTER OVER NAIL EDGES W/ 8d @4" oc WALL PER PLAN 2x RIM JOIST TRIM (E) TOP & ;:. BTTM. CHORDS ; � ' x x ;� (E) SHEATHING A35 PER SHEARWALL � SCHEDULE LRUZ HANGER - x x x � 8d @6" oc 2x BLKG. (E) TRUSS OVERFRAMING PER PLAN x x '' TOP CHORD NAILING PER SHEARWALL 2x4 BTWN. TOP & SCHEDULE 2x LEDGER TO MATCH RAFTER BTTM. CHORDS x SHEATH &NAIL DEPTH W/ 3 1/4" Q! x 3-1/2" SDS SCREWS @24" oc RAFTERS &SHEATHING SHEATH &NAIL " x x ', CRIPPLE WALL PER W6 RAFTERS &SHEATHING PER PLAN PER W6 ; x RIPPED 3x BASE PLATE PER PLAN x x ''` W/ (2) 1/4" 0 x 4-1/2" SDS 2x BLKG. x SCREWS INTO (E) TRUSS � _ _ _ _ ' LTP4 @24" oc TO H1 EA. RAFTER �� (E) SHEATHING 8d @4" oc (E) TRUSS DIAG. RIDGE BEAM (E) TRUSS - A35 EA. RAFTER PER PLAN BTTM. CHORD NAILING PER SHEARWALL A35 @24" oc SCHEDULE SHEARWALL PER PLAN 5 6 Ridge Beam w/ LRU Hangers 7 8 8d (� 6"oc SHEATHING PER PLAN A35 PER SHEARWALL SHEATHING PER PLAN SCHEDULE 2x6 x CONT. W/ (2)16d NOTCH TO LET 8d � 6"oc � EA. TRUSS TOP CHORD/ OUTRIGGER THRU (5)8d INTO EA. BLOCK 8d � 6"oc RAFTER 8d (� 6"oc I OVERFRAMING PER PLAN FASCIA FULL DEPTH BLOCKING (2)16d THRU FULL DEPTH BLOCKING (may be drilled for venting) PER ARCH. OUTRIGGER ma be drilled for ventin ( y g) RAFTER PER PLAN 2x4 OUTRIGGER LAID FLAT � 24"oc RAFTER PER PLAN FASCIA PER ARCH. H1 EA. RAFTER RAFTERS &SHEATHING FASCIA PER ARCH. — NAILING PER PER PLAN H1 EA. RAFTER �� HEADER/BEAM PER PLAN TRUSS/RAFTER PER PLAN �\ SHEARWALL SCHEDULE per arch. — 2x BLOCKING (� 48"oc BEAM PER PLAN NAILING PER SHEARWALL � n (1 —6 max.) per arch. SCHEDULE per arch. (2)16d TOENAILS THRU POST CAP PER PLAN EACH BLOCK SHEARWALL PER PLAN SHEARWALL PER PLAN POST PER PLAN HEADER/BEAM PER PLAN Overframing Connection 9 Exterior Non -Bearing Wall 1 0 Beam &Post 1 1 Exterior Bearing Wall 1 2 L ENNEEN z�z4 Third Avenue - Suite goo -Seattle, WA g8iz� p: zo6.443.6z�z ssfengineers.com 934 Broadway -Tacoma, WA g84oz P� z53•z$4.947o ssfengineers.com Copyright 2020 Swenson Say Faget -All Rights Reserved DRAWN: TCV/DSK DESIGN: TCV/DSK CHECKED: RHR APPROVED: RHR REVISIONS: JURISDICTIONAL APPROVAL STAMP: PROJECT TITLE: Crook-Sixto Addition 8619 184th St SW Edmonds, WA 98020 ARCHITECT: Strobl Design LLC 1122 North J St Tacoma, WA 98403 IS Permit SHEET TITLE: Wood Details s� DATE: Og/22/23 PROTECT No: 10963-2023-16 SHEET NO: S4.1