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APPROVED BLD PLN ENG BLD2023-1643+Architectural_Plan+12.18.2023_1.10.03_PM+3958714GENERAL 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: JASON M\ ALISON R COOK SITE ADDRESS: 23329 HUMBER LN EDMONDS, WA 98020-3938 TAX ACCOUNT#: 00571300201000 ZONING: RS-8 BUILDING HEIGHT: 25'-0" MAX LEGAL DISCRIPTION: SHERWOOD VILLAGE BLK 002 D-00 - TR 10 DRAWING INDEX Al GENERAL NOTES, PROJECT DATA, DRAWING INDEX, &LEGEND A2 SITE PLAN A2.1 SITE PLAN DETAILS A3 EXISTING PLAN A4 PROPOSED FLOOR PLANS &WINDOW/ DOOR SCHEDULE A5 ELEVATIONS &BUILDING SECTION S1.1 GENERAL STRUCTURAL NOTES S2.1 FRAMING PLANS S2.2 FRAMING PLANS S3.1 STRUCTURAL DETAILS S3.2 STRUCTURAL DETAILS 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: 0.30 GLAZING U-VALUE, OVERHEAD: MAX. ALLOWED: 0.50 PROPOSED: 0.50 DOOR U-VALUE: MAX. ALLOWED: 0.30 PROPOSED: 0.30 CEILING INSULATION: REQUIRED: R-49 PROPOSED: R-49 VAULTED CEILING INSULATION: REQUIRED: R-38 PROPOSED: R-38 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 A3. ENERGY INFORMATION TABLE WSEC R406.2 1.) ADDITIONS UNITS LESS THAN 500 SF = 1.5 CREDITS SELECTED OPTIONS: 3.4 HIGH EFFICIENCY HVAC EQUIPMENT OPTIONS DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM, ZONAL CONTROL =1.5 CREDITS TOTAL CREDITS REQUIRED: 1.5 TOTAL ACHIEVED: 1.5 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 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 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 I DETAIL NUMBER/ SHEET ON WHICH DETAIL IS �I SHOWN SECTION NUMBER/ SHEET ON WHICH SECTION IS �I SHOWN I ELEVATION NUMBER/ SHEET ON WHICH �I ELEVATION IS SHOWN PI-6 SHEAR WALL PANEL TYPE PER SHEAR WALL ix SCHEDULE/ SHEAR WALL NUMBER OWINDOW NUMBER -SEE WINDOW SCHEDULE ODOOR NUMBER -SEE DOOR SCHEDULE 0 SHOWER HEAD �+B HOSE BIB TL 4" TIGHT LINE 1=L 4" PERFORATED DRAIN �D 4" PERFORATED FOUNDATION DRAIN �� FILTER FABRIC FENCE Ops DOWNSPOUT � � � EXISTING CONTOUR PROPOSED CONTOUR + 123.4 EXISTING SPOT ELEVATION + 12�.4 PROPOSED SPOT ELEVATION REVISION �sD SMOKE DETECTOR �GMD CARBON MONOXIDE DETECTOR EXHAUST FAN � THERMOSTAT ABBREVIATION S 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 1122NJST TACOMA, WA 98403 Phone: (206) 661-3622 12358 REGISTERED A H CT JACOB A STROBE S ATE OF WASHINGTON O � � IY � � � � O � Q �z O Om� �J N W REVISIONS BY Date 12/12/202� Scale Drawn Job Sheet U w ss ss � (E) W�� �PPRO ss SITE i�L�N I sal W GCDNNEGTION fi�T� LOG�TION, � OR TO �IERIFY I I I I PRIOPERT` LINE I PROJECT INFORMATION OWNER NAME: JASON M\ ALISON R COOK SITE ADDRESS: 23329 NUMBER LN EDMONDS, WA 98020-3938 TAX ACCOUNT#: 00571300201000 ZONING: BUILDING HEIGHT: 25'-0" MAX LEGAL DISCRIPTION: SHERWOOD VILLAGE BLK 002 D-00 - TR 10 I$ J —sue s� (E) SIDE s WER GONNEGTION �PPROX I MITE LOGfi�T I ON, GONTR�G OR TO �IERIFY 60'-�" �2�'-O" ONT YI�RD s�T��GK I (E) sTORM TER GONNEGTION fi�PPROX I M TE LOGfi�T I ON, GONTR�G OR TO VERIFY s /8 �� = I �_O �� PROPER�'I' LINE - SLOPE LOT SLOPE = 3%-10% (VARIES) HEIGHT CALCULATIONS A = +371.5' B = +371.5' C = +371.0' D = +371.0' (E) P��IED DR I �lE AVERAGE GRADE = 371.25' MAXIMUM = 396.25' PROPOSED = 385.0' (NO CHANGE FROM EXISTING) GRADING TOTAL PROPOSED CUT: 7 CUBIC YARD MAX CUT DEPTH: 1.5' s� s PROPERTY LINE P.L. 165.00' - � / � � � --� 1 �u � � �-- D � _� l (E)Dsl � 23 �- I I �� � I(E)Ds — / EXISTING ROOF S EX I sT l NG I 01lERH�NC� s I NGLE Ffi�M I LY W I HousE I I 2��2q HUMMER LN I EXISTING TREE TO REM I N � � �� _ _� � � EXISTING (Ds) � !.0 m DOWNSPOUT r Q � LOGf�TION TO REMfi� I N, TYP. P.L. 165.00' FILTER F�BR I G FENGE � PROPERTY LINE PER ER-q00 -SEE sHEET �2. I DET� I L #2 FF ZONING CALCULATIONS LOT AREA: 14,810 SF LOT COVERAGE: ALLOWABLE 35% OF 14,810 SF: 5,184 SF EXISTING HOUSE FOOTPRINT: 1,514 SF EXISTING DETACHED GARAGE FOOTPRINT: 676 SF PROPOSED BREEZEWAY 98 SF PROPOSED ADDITION: 116 SF PROPOSED COVERAGE: 2,212 SF IMPERVIOUS AREA CALCULATIONS EXISTING HOUSE ROOF OUTLINE: 1,879 SF EXISTING DRIVEWAY: 1,758 SF EXISTING DECK: 332 SF EXISTING GARAGE: 676 SF EXISTING FRONT WALKWAY: 141 SF TOTAL EXISTING: 4,786 SF PROPOSED NEW ADDITION & BREEZEWAY 234 SF TOTAL: 234 SF � � � �- � � i �� � � � �� ,� _�_ � 1 � -, I +371.�' HT G�LG.� I / 1 � i � I � � � � � _ _ I� / � I � �� � I � �� I � � �� � � / / / / � � �� L� � I I I �I�I��_O�� � I I I ` REf�R Yf�RD sETB�GK � PROPERTY I � � LINE ---�� / � / � / � �E)Ds � � EXISTING ROOF��� � / � O�ERHfi�N6 O � OI � O I � � / � , �I � � � - N � '�— fL� � I � —� I I / � I � / I �(E)Ds J / Ls W I�L BE � � � � � I� HT Gfi�LG. � 1�LL TESL � TO fi�PPROYE NDS sTl�ND1�R DETfi�ILs, fi�ND ILL OTHER MEfi�sUREs THAT M1�Y �E REQUIRED DURI N6 GONSTRUGTI ON. (N) ROOF TO D I sGH�RC�E TO (E) DOWNSPOUT LOGfi�TION FILTER sOGKs WILL �E ADDED I TO fi�NY G�TGH B�sINs DOWNSTREAM I FROM GONSTRUGTION SITE. PER CITY OF EDMONDs sTfi�ND�RD DETAIL ER-�f02 I STROBE DESIGN LLC 1122NJST TACOMA, WA 98403 Phone:(206)661-3622 12358 REGISTERED A H ECT JACOB A STROBE S ATE OF WASHINGTON O �zO IY � �� ��� 0 = Q � O 0 m� N Q �J REVISIONS BY Date 12/12/2023 Scale �s sHOWN Drawn Job Sheet EXISTING WINDOW EXISTING WINDOW O EXISTING WINDOW EXI STING EXISTING EX 15T1 N6 EXI STING EXISTING WINDOW WINDOW DOOR WINDOW WINDOW EXISTING MRIN FLOOR PLRN EXI STI N6 WINDOW EXI STING WINDOW STROBE DESIGN LLC 1122NJST TACOMA, WA 98403 Phone: (206) 661-3622 12358 REGISTERED A H TECT JACOB A STROBE S ATE OF WASHINGTON �-4--I-I V II� (�--I a--1 O ��� �� � N 0 � Q � O �m� N Q �J REVISIONS BY Date 12/12/2023 Scale I/4" = I'-�" Drawn Job Sheet EXISTING WINDOW EX 15T1 NG WINDOW i EXISTING WINDOW EXISTING EX 15T I N6 EXISTING EX 15T1 NG EX 15T1 N6 WINDOW WINDOW DOOR WINDOW WINDOW �ROi�OS�D M,41 N FLOOR PL,�N PLfi�N NOTES .) 1�LL DIMENSIONS TO Ffi�GE OF FRAM I NG . 2.) GG TO �IFRIFY LOG�TION OF EXISTING FRfi�MING AND HF�DFRS. LEGEND EXISTING WALL TO REMAIN NEW 2X6 WOOD STUD @ 16" O.G. WALLS WITH I/2" GYPSUM WALLBOARD ON INTERIOR SIDE, LEVEL FIVE FIN15H, PAINT COLOR PER OWNER, INSULATION PER ABOVE (AS REQUIRED) �� NEW 2X4 WOOD STUD � 16" O.G. WALLS WITH I/2" GYPSUM WALLBOARD ON EACH 51 DE, LEVEL FIVE F I N 15H, PAINT COLOR PER OWNER, INSULATION PER COVER SHEET AI �sD SMOKE DETECTOR (HARD -WIRED W/ BATTERY BACKUP) {g�� CARBON MONOXIDE DETECTOR Q EXHAUST FAN O,�D 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). GR,4WL SPfi�GE �IENTILfi<TION: 16 SF / I �O SF = 0.7�1 SF 0.�17 SF / 0.8�f SF PER PENT = 0.8�1 �IENT (I PROVIDED) WINDOW SCHEDULE W I DTH X HE I GHT OI 2'-O" X 2'-O", XO SLIDING ill NYL WINDOW, O.�O U-�IALUF O2 2'-O" X 2'-O", XO SLIDING YI NYL WINDOW, 0.30 U-Vfi�LUE, TEMP. -iN WINDOW NOTES: '� I .) NEW WINDOWS TO BF I NSULfi�TED LOW E, fi�RGON GAS FILLED, '� MINIMUM U-�Ifi�LUE OF O.�O, � NFRG GERT I F I ED, TYP. 2.) GONTRfi�GTOR TO VERIFY ILL ROUGH OPENING DIMENSIONS W/Mfi�NUFfi�GTURER PRIOR TO FRAMING. DOOR SGHFDULF W I DTH X HE I GHT OI 3'-O" X C '-8" INSWING DOOR, GL�ZFD, TEMP., 0.30 U-�I�LUF DOOR NOTES: EXISTING I.) NFW DOORS TO BF INSUL�TFD LOW F, f�RGON 6�5 FILLED, WINDOW MINIMUM U-Y,4LUE OF 0.30, � NFRG CERTIFIED, TYP. 2.) GONTRfi�GTOR TO �IFRIFY fi�LL ROUGH OPENING DIMENSIONS W/M�NUF�GTURER PRIOR TO FRI�M I NG. EXISTING WINDOW STROBE DESIGN LLC 1122NJST TACOMA, WA 98403 Phone: (206) 661-3622 12358 REGISTERED A H CT JACOB A STROBE S ATE OF WASHINGTON ,� V II� �--I O ��� �� � N 0 � Q � O �m� N Q �J REVISIONS BY Date 12/12/2023 Scale I/4" = I'-O" Drawn Job Sheet \ % EXISTING Gf�Rf�GE TO REMAIN NORTH ELEVATION NEW BREEZEWf�Y NEW ADDITION NEW ADDITION EAST ELEVATION EXISTING HOUSE TO REMP�IN NEW ,4DDITION NEW BREEZEWAY EXISTING G?�Rf�GE TO REM,41N souTff ��EvaTioN BUILDING S�GT I ON NEW BREEZEW,4Y / EXISTING / wlr�ow ISTIN OOR VIEW BREEZEWP� EXISTING HOUSE TO REMf�IN KEYNOTES OTYPIGf�L ROOF GONSTRUGTION � GOMPOS I TE ROOF I NCB � 30# BUILDING Pf�PER � 5/8" GDX PLYWOOD (NP�IL PER SW SGHEDULE) � FRAMING PER PLP�N � R-4q I NSULRTI ON ©FLAT GE I L I NG5 � R-38 I NSULf�TI ON � VAULTED GE I L I N65 GL05ED GELL INSULf�TION (NOT VENTED) OTYPIG�L WRLL GONSTRUGTION � 51 D I N6 PER ELEY�TI ON5 � 15# BUILDING Pf�PER � I/2" GDX PLYWOOD (NP�IL PER SW SGHEDULE) � 2X6 STUDS ©16" O.G. � R-21 INSULATION. R-10 �T HEADERS. OTYPIGf�L FLOOR GONSTRUGTION � FINISH FLOORING � 3/4" PLYWOOD -GLUE � SGREW � JOISTS PER FRAM I NG PLf�N � R-30 INSULP�TION OVER UNHEP�TED SPf�GE F5 TYPIGf�L GONGRETE SL,�B (UNHEATED SPf�GE) � 4" GONGRETE � 6 MIL. �/RPOR BARRIER � 6" CRUSHED ROCK EXI TING wl ow STROBE DESIGN LLC 1122NJST TACOMA, WA 98403 Phone: (206) 661-3622 12358 REGISTERED A I ECT A OB A TRO� J C S S ATE OF WASHINGTON II� �--I O O ��� ��� >� � ��� O � Q � � Om� N Q �J REVISIONS BY Date 12/12/202� Scale I/4" = I'-O" Drawn 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 PHOTOVOLTAIC PANEL SYSTEMS ................... 5 PSF 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, 97 MPH, RISK CATEGORY II, EXPOSURE "B" EARTHQUAKE ...ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS, Vs = 0.58 KIPS SITE CLASS=D (DEFAULT), Ss=1.28, Sds=1.00, S1=0.449, Sd1=0.55, 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. QUALITY 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 INCOMPLIANCE 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 BEAIR-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. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 18.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. 19.CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ............................... 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER).. 1-1/2" ANCHORAGE 20.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. 21.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. SCREW ANCHORS INTO CONCRETE MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED. WOOD 22.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) HEM -FIR N0.2 AND BEAMS MINIMUM BASE VALUE, Fb = 850 PSI (4X MEMBERS) DOUGLAS FIR -LARCH N0. 1 MINIMUM BASE VALUE, Fb = 1000 PSI BEAMS (INCL. 6X AND LARGER) DOUGLAS FIR -LARCH N0. 1 MINIMUM BASE VALUE, Fb = 1350 PSI POSTS (4X MEMBERS) DOUGLAS FIR -LARCH N0.2 MINIMUM BASE VALUE, Fc = 1350 PSI (6X AND LARGER) DOUGLAS FIR -LARCH N0. 1 MINIMUM BASE VALUE, Fc = 1000 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS FIR -LARCH N0.2 OR HEM -FIR N0.2 23.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. 24.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. WOOD 25.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. 26.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. 27.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 A185 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. 28.TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2021. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER 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. 29.WOOD FASTENERS A.NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 8d 2-1/2" 0.131" 10d 3" 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. BALL 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. 30.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. 31.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 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 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. WOOD 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. D. WOOD SHRINKAGE: MECHANICAL, ELECTRICAL, PLUMBING FIRE PROTECTION, CLADDING, AND OTHER SYSTEMS INSTALLED WITHIN THE BUILDING SHALL BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE 3/8" OF VERTICAL MOVEMENT PER FLOOR LEVEL 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: TC;\/ DESIGN: TCU CHECKED: RHR APPROVED: RHR REVISIONS: JURISDICTIONAL APPROVAL STAMP: P CT TITLE: Cook Residence 23329 Humber Ln Edmonds, WA 98020 ARCHITECT: Strobl Design LLC 1122NJSt Tacoma, WA 98403 ISSUE: Permit SH�TITLE: General Notes SCALE: DATE: 12/12/23 PROJECT No: 10963-2023-19 SHEET NO: S1.1 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. 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 EXISTING WINDOV7l 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 EX15T1 p WIND I I I I I I I I I I I I i ----------------EXI�i�1�TG----------------�ST�--------STI1V�--------------EXCS�G--------------------------------------------------- WINDOW WINDOW DOOR WINDOW FOUNDATIONIFLOOR FRAMING 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. ALL NEW EXTERIOR WALLS SHALL BE W6 PER SHEARWALL SCHEDULE TYP. U.N.O. 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). 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. LEGEND DIRECTION OF FRAMING 0 �� EXTENT OF FRAMING BEAM/HEADER (E) EXISTING (N) NEW f HOEDOWN PER PLAN C.T.V. CONTRACTOR TO VERIFY ...� ;... � (N) FOOTING (E) FOOTING � - - - J ������' (N) STRUCTURAL WALL ABOVE .......: IIIII IIIIIIII ID SCALE 1/4" = 1'-0" (N) CONCRETE STEM WALL #4 x 2'-6" DOWEL TO MATCH BOT REINF., EMBED 6" INTO (E) FTG. W/ EPDXY PER GENERAL NOTES 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 Co ht 2020 Swenson Say Faget -All Rights Reserved D N: Tcv DESIGN: TCV CHECKED: RHR APPROVED: RHR R ONS: J ICTIONAL APPROVAL STAMP: P CT TITLE: Cook Residence 23329 Humber Ln Edmonds, WA 98020 A ECT: Strobl Design LLC 1122NJSt Tacoma, WA 98403 IS Permit S TITLE: Framing Plans s DATE: 12/12/23 PROJECT No: 10963-2023-19 SHEET NO: S2.1 (E) STRUCTURAL WALL ABOVE EXISTING WINDOW EX 15T1 NG WINDOW EX15T1 NG EXISTING EX I STI NCB EX 15T1 NG WINDOW WINDOW DOOR WINDOW ROOF FRAMING PLAN PLAN NOTES LEGEND IIIII IIIIIIII ID SCALE 1/4" = 1'-0" 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. Wx SHEARWALL PER SCHEDULE K.P. KING POST PER PLAN W/ 2. TYPICAL NEW ROOF FRAMING CONSISTS OF ROOFING PER ARCHITECTURAL DRAWINGS OVER 1/2" CDX OR 7/16" OSB � DIRECTION OF FRAMING LCE CAP & (2) A35 BOT APA RATED SHEATHING (EXPOSURE 1), FACE GRAIN PERPENDICULAR TO RAFTERS PER PLAN. NAIL ROOF SHEATHING W/ � NUMBER OF BUNDLED 8D AT 6" OC AT PANEL EDGES AND OVER SHEARWALLS, AND AT 12" O.C. FIELD. �� EXTENT OF FRAMING BEARING STUDS 3. PROVIDE (2) BEARING STUDS AT EACH END OF ALL HEADERS AND BEAMS UNLESS NOTED OTHERWISE. BEAM/HEADER 4. PROVIDE AC, ACE, PC, EPC, LPC OR LCE COLUMN CAP AT ALL WOOD BEAM TO POST CONNECTIONS U.N.O. C HANGER 5. ALL NEW EXTERIOR WALLS SHALL BE W6 PER SHEARWALL SCHEDULE TYP. U.N.O. —� CHANGE IN ELEVATION 6. ALL BUNDLED STUDS AND POSTS CALLED OUT AT ENDS OF HEADERS AND BEAM SHALL BE PROVIDED AT EACH LEVEL ® (N) STRUCTURAL WALL BELOW BELOW (TERMINATING AT THE FOUNDATION). � (E) STRUCTURAL WALL BELOW 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. (E) EXISTING (N) NEW C.T.V. CONTRACTOR TO VERIFY ALL NEW EXT. WALLS SHALL BE W6 TYP. U.N.O. 3ESUPPORT (E) RAFTERS AND RAFTER TIES PER 12/S3.2 IVERFRAMING PER 8/S3.1 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 Co ht 2020 Swenson Say Faget -All Rights Reserved D N: Tcv DESIGN: TCV CHECKED: RHR APPROVED: RHR R ONS: J ICTIONAL APPROVAL STAMP: P CT TITLE: Cook Residence 23329 Humber Ln Edmonds, WA 98020 A ECT: Strobl Design LLC 1122NJSt Tacoma, WA 98403 IS Permit S TITLE: Framing Plans s DATE: 12/12/23 PROJECT No: 10963-2023-19 SHEET NO: S2.2 Shearwall Schedule OO OO OO OO ©OO SAWN OR MFR. 16d NAILING LUMBER. 2x MIN. PER SCHEDULE SEE NOTES FOR Panel Edge Top Plate Connection Base Plate Connection Mark Sheathing a �o Nailing if TJI if Woods at WoodO at Concrete SHEATHING PER PLAN ADDITIONAL 2x NAILER REQUIREMENTS 1/2" MAX. TO �' YV6 15/32" CDX PLYWOOD 8d ®6"oc 16d � 6"oc A35 � 24"oc 16d � 6"oc 5/s"0 A.B. � 48"oc 16d NAILING EDGE OF �' W4 15/32" CDX PLYWOOD 8d ®4"oc 16d ®4"oc A35 � 16"oc (2)rows 16d ®6"oc 5/8"0 A.B. � 32"oc LRUZ HANGER PER SCHEDULE // WASHER W3 ® 15/32" CDX PLYWOOD 8d ®3"oc (2)rows 16d � 4"oc A35 it 12"oc (2)rows 16d ®6"oc 5/8"a A.B. ®24"oc LSTA24 @ 24"oC RAFTER 8d @ 6"OC D@tall ii D@tai ri w2 ® 15/32° CDX PLYWOOD 8d ®2"oc (2)rows 16d � 4°oc A35 � 9°oc (2)rows 16d ®4'oc �� 5/8°0 A.B. ®16°oc TO RAFTER OO BLOCK PANEL EDGES WITH 2x MIN. LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d � 12"o.c. ° 3/8" 1/2' Oz 8d NAILS SHALL BE 0.131"0 x 2 1/2" (common) - 16d NAILS SHALL BE 0.135"0 x 3 1/2" (box) RAFTERS &SHEATHING FULL DEPTH BLOCKING min typ. 03 EMBED ANCHOR BOLTS AT LEAST 7". DRILLED AND EPDXIED THREADED ROD MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 6" EMBEDMENT. PER PLAN (may be drilled for venting) 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 RAFTER PER PLAN - WASHERS. PLATE WASHERS SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. SEE DETAIL C. PLYWOOD EDGE NAILING I EDGE OVER EA. STUD � � � -� ® 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. FASCIA PER ARCH. H1A EA. RAFTER _ eq. eq. QQ 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. �� HEADER/BEAM PER PLAN 16d NAILING PER SCHEDULE _ �� © ALL EXTERIOR WALLS SHALL BE W6, UNLESS NOTED OTHERWISE. NAILING PER SHEARWALL �� — Detail B _ 0 7/1s" O.S.B. MAY BE SUBSTITUTED FOR 15/32" cDx. RIDGE BEAM SCHEDULE per arch. PLAN VIEW AT ABUTTING PANEL ® LTP4's (HORIZONTAL ORIENTATION) W/ 8d COMMON MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. PER PLAN EDGES OF W3 & W2 � RtM Qs A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT coNTRAcroRs OPTION. SHEARWALL PER PLAN Detai 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 - (Sheathed One Side) Exterior Bearing Wall 2 Ridge Beam w/ LRU Hangers 3 4 8d @ 6"oc %� A35 PER SHEARWALL SCHEDULE BEARING WALL STUDS BEARING WALL STUDS NOTCH TO LET STUD MAX DEPTH OF MIN DEPTH REMAINING STUD MAX DIAMETER MIN DEPTH REMAINING OUTRIGGER THRU (5)8d INTO EA. BLOCK SIZE EDGE CUT OR NOTCH AFTER CUT OR NOTCH SIZE OF BORED HOLE AFTER BORED HOLE 2x4 7/g" 25/8" 2x4 13/g" 5/g" Ep, SIDE OF HOLE 2x6 13 s' 4t s' 2x6 23 s' S/s' EA SIDE OF HOLE �F S/s" A 2x8 13/4' 5t/2" 2x8 2�/s' EA SIDE OF HOLE (2)16d THRU �A�E� Nods 10 N0�' STUDS MAY NOT BE BORED IN EXCESS OF 40% OF THE PERCARCH. OUTRIGGER CONT. 2x6 W/ (2)16d � BOR ARE �o� AT EA. TRUSS TOP CHORD/ / Ep No�EA1 INCREASEDTTO 60% OFD� TUD WIDTHIPROVID DBNOT RAFTER 8d @ 6"aC Spy oNr D �pTN S� gERSPACI�N�t;NR BOR NGSASHALL OTCBE MADE ATD THE SAME SECTION NOT LA�DOFLAT @E24"OC P cUTNOR WHERE CUT OR NOTCH HAS BEEN MADE. — RAFTERS &SHEATHING OVERFRAMING PER PLAN �, No 1oN� A W W NMAX NMAX S �� PER PLAN GIRo��pR � IN. 5/e°E�oE hl 1 1� • STUD DEPTHIOFG INLDEPTH REMAINING STUD DIAMETER INLDEPTH REMAINING To SIZE EDGE CUT OR NOTCH AFTER CUT OR NOTCH SIZE OF BORED HOLE AFTER BORED HOLE SHEARWAPL CHEDULE per arch. 2x BLOCKING @ 48"oc k � / IS � EQ• PRE a , , s No�51 I�PSr 2x4 13 8" 238" 2x4 2'1s" 58' EA SIDE OF HOLE > >, 1 _6 maX. ( ) No1c NON 2 8 2,/e• 4�s' 2 g 4ja" e' utiE IN oEP� ' SIN i' �6�SPAoEoOIPNEO�E EA SIDE OF HOLE N � (2)16d TOENAILS THRU � /� NOT�N � EQ. BE of �ARoER NorE: � � 1NE L STUDS BORINGS SHALL NOT BE MADE AT THE S M 1HE SHEARWALL PER PLAN — EACH BLOCK IN �1 � SECTION WHERE CUT OR NOTCH HAS BEEN MADE. HEADER�BEAM TRUSS/RAFTER oEP•�' �A�' CUTTING AND NOTCHING WOOD STUDS BORED HOLES IN WOOD STUDS PER PLAN PER PLAN NOTE: NOTE: 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 Holes and Notches in Wood Studs Exterior Non -Bearing Wall Overframing Connection 6 7 8 PANEL EDGE NAILING OVER HOEDOWN STUDS/POST P.T. PLATE (ripped flush) W/ HOEDOWN PER PLAN A.B. PER SHEARWALL SCHEDULE TOP CHORD SPLICE ATTACHED TO DBE. STUD (5/8"� @ 48"oc elsewhere) 8d @ 6" oc W/ 5/8" 0AEL-THREAD U.N.O. � TYP. DOUBLE TOP PLATE (12)16d @ 4"oc IN JOISTS AND (E) JOISTS AND (embed 12") i (2) ROWS AT EA. (2)16d @ EA. SHEATHING PER PLAN SHEATHING 90# FELT SNUG FIT SIDE OF SPLICE STUD, TYP. SHEARWALL PER PLAN BTWN. JOIST AND WALL � r � A35 (at exterior walls only) NAILING PER SHEARWALL SCHEDULE (typ.) (4) 8d INTO EA. BLOCK � ;—JOIST DIRECTION AND OMIT @HEADERS < 6'-0" BOTTOM CHORD (2) #4 CONT. TOP � � SHEATHING PER PLAN �� �, "-" SPLICE (1 ea. side of a.b.) (6)16d TYPICAL STUDS W/ . SPACING PER PLAN � °° '� � • � � LUS HANGER --� �, p �� � ei TYP. STUDS BEAM OR HEADER � �i�//i�//i�//i��� ��//i�//j\//j PER PLAN 2x LEDGER W/ --� (E) STEM - � ° WALL ,\\ #4 @ 12"oc HORIZ. •� WHERE JOISTS ARE (3) 16d @ 16" oc . °, o X \ � CTRD. j�/j PARALLEL PROVIDE PROVIDE (2) BEARING _ _ o � � _' - �\ \ � #4 @ 18 oc VERT. � 2x BLKG. @ 48"oc �, STUDS U.O.N. _ � � o �� ;,,, \/\ � CTRD. (alt. bends) / // JB SERIES TOP --� I FLANGE HANGER 4'-0" min. BETWEEN SPLICES ,� p - � � \/\�//\�// //////// •ALL FASTENERS INTO PRESSURE --� � --� _ /�\\ TREATED WOOD SHALL BE GALV. SPLICE TO OCCUR AT � � O _ r �, � - __ j/\\//� OR STAINLESS STEEL PER GENERAL NOTES OF VERT. STUD TYP. //\\�/ ' (2) #4 CONT. \\ \ \\ \/\\� •REFER SHEARWALL SCHEDULE FOR j��/jam ��/�/j�� �� � \/j� ADDITIONAL RIM &SILL PLATE Typical Top Plate Splice BOT. 5" 8" 5„ SIZE REQUIREMENTS Typical Header Support w/2 Bearing Studs 0 � � Exterior Framing at Crawl Space 1 2 L NEE�N 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 is ��''���� � ��i �� ��� _ y D' N: TCV DESIGN: TCV CHECKED: RHR APPROVED: RHR REVISIONS: J' ICTIONAL APPROVAL STAMP: PROJECT TITLE: Cook Residence 23329 Humber Ln Edmonds, WA 98020 ARCHITECT: Strobl Design LLC 1122NJSt Tacoma, WA 98403 ISSUE: Permit S' TITLE: Details s� DATE: 12/12/23 PROJECT No: 10963-2023-19 SHEET NO: S3.1 1 2 3 4 REFER TO 7/S3.1 FOR CALLOUTS IN COMMON SHEATHING PER PLAN 8d@6"oc (2) A35 CLIP EA. RAFTER 8d (� 6"oc JOISTS AND SHEATHING PER PLAN FULL DEPTH BLOCKING (may be drilled for venting) RAFTER PER PLAN FASCIA PER ARCH. H1 A EA. RAFTER �� HEADER/BEAM PER PLAN - �- ?� NAILING PER SHEARWALL — �- SCHEDULE per arch. SHEARWALL PER PLAN 2x LEDGER W/ (2) 16d @ 12" oc Exterior Bearing Wall 5 6 7 8 8d @ 6" oc TO 2x BLKG. 8d @ 6" oc (E) RAFTERS, RAFTER TIES, AND SHEATHING RAFTERS AND SHEATHING KING POST AND 8d @ 6" oc PER PLAN ATTACHMENTS PER PLAN (at ridge) TO 2x BLKG. , ,. -. .. H1 EA. RAFTER END 2x LEDGER W/ HTU HANGER, PROVIDE (3) 16d EA. STUD HTU-2 HANGER WHERE (16" oc max.) RAFTER TIES OCCUR CONTRACTOR'S OPTION: FASCIA PER ARCH. BEAM PER PLAN TYP. (E) EXTERIOR WALL 2x6 CEILING JOISTS @ 16" oc x - " w/ (2) A35 EA. END SCREWS EA. BLOCK (E) BLKG. CEILING BEAM PER PLAN 10 11 12 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 DESIGN: TCv CHECKED: RHR APPROVED: RHR REVISIONS: JURISDICTIONAL APPROVAL STAMP: PROJECT TITLE: Cook Residence 23329 Humber Ln Edmonds, WA 98020 A ECT: Strobl Design LLC 1122NJSt Tacoma, WA 98403 IS Permit SHEET TITLE: Details SCALE: DATE' 12/12/23 PROJECT No: 10963-2023-19 SHEET NO: S3.2