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APPROVED FULL PLAN SET 5.5.20GENERAL NOTES ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES INCLUDING THE 2015 INTERNATIONAL RESIDENTIAL CODE AS WELL AS THE 2015 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 361, HIGH. HANDRAILS SHALL BE BETWEEN 34" AND 38" ABOVE STAIR NOSING. OPENINGS SHALL RESTRICT A 4" DIAMETER SPHERE FROM PASSING THROUGH. HANDGRIPS SHALL NOT BE LESS THAN 1 1/4" NOR MORE THAN 2" IN CROSS -SECTIONAL DIMENSION. RETURN HANDRAILS AT ENDS. DOOR AND WINDOW NOTES WINDOW SUPPLIER SHALL REFER TO EXTERIOR ELEVATIONS AND SCHEDULES FOR CONFIGURATION AND OPERATION OF ALL WINDOW AND DOOR UNITS. MAINTAIN ALIGNMENTS AND FORMATS TO MEET DESIGN INTENT; ADJUST ROUGH OPENINGS AS NECESSARY. SUBMIT SHOP DRAWINGS FOR APPROVAL. ALL WINDOWS AND DOORS TO BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. WINDOWS LABELED "EGRESS" ON DRAWINGS SHALL FULFILL FOLLOWING REQUIREMENT: 5.7 SF MIN. NET CLEAR OPEN AREA; 20" MIN. CLEAR OPEN WIDTH; 24" MIN. CLEAR OPEN HEIGHT; 44" MAX. SILL HEIGHT. EXTERIOR DOORS SHALL HAVE MIN. '/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: GREGORY & SUSIE WRIGHT SITE ADDRESS: 23406 HUMBER LN EDMONDS, WA 98020 TAX ACCOUNT#: 00571300101300 ZONING: RS-8 BUILDING HEIGHT: 25'-0" MAX, NO CHANGE FROM EXISTING LEGAL DISCRIPTION: SHERWOOD VILLAGE BLK 001 D-00 - TR 13 LOT AREA: 13,939 SF Nothing in the permit approval process shall be HVAC SYSTEM: GAS FURNACE BUILDING AREA (HEATED SPACE): EXISTING: MAIN LEVEL: 1,526 SF BASEMENT LEVEL: 1,468 SF TOTAL: 2,994 SF PROPOSED ADDITION: MAIN LEVEL: 72 SF TOTAL: 3,066 SF DRAWING INDEX interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. APPROVED BY PLANNING Not Approved as an Accessory Dwelling Unit May 20 2020 Al GENERAL NOTES, PROJECT DATA, DRAWING INDEX, & LEGEND A2 SITE PLAN A3 EXISTING MAIN FLOOR PLAN A4 EXISTING BASEMENT FLOOR PLAN A5 PROPOSED MAIN FLOOR PLAN & WINDOW/ DOOR SCHEDULE A6 PROPOSED BASEMENT FLOOR PLAN A7 EXTERIOR ELEVATIONS & BUILDING SECTION S1.0 STRUCTURAL NOTES S2.1 FOUNDATON PLAN S2.2 FLOOR FRAMING PLAN S2.3 ROOF FRAMING PLAN S3.1 STRUCTURAL DETAILS ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROV ENERGY CODE NOTES REQUIREMENTS OF THE 2015 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-38 SLAB ON GRADE: REQUIRED: R-10 PROPOSED: R-10 GLAZING U-VALUES ARE SHOWN ON THE WINDOW AND DOOR SCHEDULES. SEE SHEET A5. ENERGY INFORMATION TABLE WSEC R406.2 1.) SMALL ADDITIONS: 0.5 CREDITS ADDITIONS TO EXISTING BUILDING THAT ARE LESS THAN 500 SF OF HEATED FLOOR AREA SELECTED OPTIONS: 5b EFFICIENT WATER HEATING GAS HOT WATER HEATER WITH MIN. EF OF 0.74 =1.0 CREDITS TOTAL CREDITS REQUIRED: 0.5 TOTAL ACHIEVED: 1.0 IN EXISTING BUILDINGS, PER WSEC SECTION R503.1.1, EXCEPTION 2, ALL EXISTING FRAMING CAVITIES WHICH ARE EXPOSED DURING CONSTRUCTION SHALL BE FILLED TO THE FULL DEPTH WITH BATT INSULATION OR INSULATION HAVING AN EQUIVALENT NOMINAL R-VALUE. 2x4 FRAMED WALLS SHALL BE INSULATED TO A MINIMUM OR R-15 AND 2x6 FRAMED WALLS SHALL BE INSULATED TO A MINIMUM OR R-21. ROOF/ CEILING ASSEMBLIES SHALL MAINTAIN THE REQUIRED SPACE FOR VENTILATION. WSEC R401.3 INSULATION CERTIFICATE THE DESIGN PROFESSIONAL OR BUILDER SHALL COMPLETE AND POST A "INSULATION CERTIFICATE FOR RESIDENTIAL CONSTRUCTION" WITHIN S OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. � SEC R403.1.1 PROVIDE A PROGRAMMABLE THERMOSTAT FOR THE PRIMARY _,PACE CONDITIONING SYSTEM WITHIN EACH DWELLING UNIT. W A MINIMUM OF 75 PERCENT OF PERMANENTLY INSTALLED PLANS L I HTING FIXTURES SHALL BE HIGH EFFICACY LAMPS. FANS SHALL VENT DIRECTLY TO EXTERIOR OF THE BUILDING. FANS TO ON JOB s City Of Edmonds Building Department Work REMODEL Address 23406 HUMBER LANE Owner TAM T(,N'P Approved Date 6-22-2020 Building Official c,,,;,, ,n,,,,,,-,,,4 Permit Number lli►dl1=11G[14 (� ATE CONTINUOUS. R RETARDERS SHALL BE INSTALLED AS SPECIFIED IN WSEC R502.1. EXTERIOR JOINTS SHALL BE SEALED, CAULKED, GASKETED, OR WEATHERSTRIPPED. OUTDOOR AIR INLET/S TO BE PROVIDED BY USING EXHAUST FANS PER IRC M1507.3.4.4. PER WSEC M1507.3.4.4, OUTDOOR AIR SHALL BE DISTRIBUTED TO EACH HABITABLE SPACE BY INDIVIDUAL OUTDOOR AIR INLETS. WHERE OUTDOOR AIR SUPPLIES ARE SEPARATED FROM EXHAUST POINTS BY DOORS, PROVISIONS SHALL BE MADE TO ENSURE AIR FLOW BY INSTALLATION OF DISTRIBUTION DUCTS, UNDERCUTTING DOORS, INTALLATION OF GRILLES, TRANSOMS OR SIMILAR MEANS DOORS SHALL BE UNDERCUT TO A MINIMUM 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 71 DIRECTION OF JOIST OR TRUSS SPAN (CANTILEVER DASHED) EXTENT OF JOISTS OR TRUSSES 7/17z CHANGE IN LEVEL DETAIL NUMBER/ SHEET ON WHICH DETAIL IS 1 SHOWN SECTION NUMBER/ SHEET ON WHICH SECTION IS PSI SHOWN ELEVATION NUMBER/ SHEET ON WHICH 1 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 SHOWER HEAD +H—B HOSE BIB r> 4" TIGHT LINE FL 4" PERFORATED DRAIN PE? 4" PERFORATED FOUNDATION DRAIN FF FILTER FABRIC FENCE ODs DOWNSPOUT EXISTING CONTOUR PROPOSED CONTOUR + 125.4 EXISTING SPOT ELEVATION + 123.4 PROPOSED SPOT ELEVATION 0 REVISION +51? SMOKE DETECTOR �CGMD CARBON MONOXIDE DETECTOR EXHAUSTFAN THERMOSTAT ABBREVIATIONS B.O.W. OF 1/2 INCH (12.7MM) ABOVE THE SURFACE OF THE FINISH FLOOR COVERING. C.B. CL PER WSEC TABLE R402.1.1 - WINDOW & DOOR HEADERS SHALL BE INSULATED C.O. WITH A MINIMUM OF R-10 INSULATION. OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. "Nothing in this permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action." CONC. CMU OWNER/CONTRACTOR IS RESPONSIBLE FOR DN EROSION CONTROL AND DRAINAGE EL. EQ. E EW Applicant shall repair/replace all EXT'G damage to utilities or frontage F.F.E. improvements in City right-of-way O/C per city standards that is caused or P/B occurs during the permitted project. SIM T.O.W. TYP. ENGINEERING DIVISION U.N.O. APPROVED AS NOTED W.F. Jdl, Ul 06/03/2020 VV BOTTOM OF WALL CATCH BASIN CENTERLINE CLEAN OUT CONCRETE CONCRETE MASONRY UNITS DOWN ELEVATION EQUAL EXISTING EACH WAY EXISTING FINISHED FLOOR ELEVATION ON CENTER PLANTING BED SIMILAR TOP OF WALL TYPICAL UNLESS NOTED OTHERWISE VERIFY IN FIELD WITH RECEIVED May 05 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT STROBL DESIGN LLC Residential Design P.O. BOX 20764 Seattle, WA 98102 Phone: (206) 661-3622 _12358 R�r_icT�Q�q kJA�L;Ut$ A 5 I hUt3L 5 iATE OF WASHINGTON LU U z LU 0 W LU N N z o J p-) = w 120 (D o = z 0 o N LLI REVISIONS BY Date 5/4/2020 Scale Drawn Job Sheet EXISTING TREE TO REMAIN, TYP. P.L. 140.0' -71611 SIDE YARD \ \ ��XIS SETBACK \ D \ I q -O A / i WATER +3695 HT GALL. \ ----------------------- +365.5' HT GALL/ I CONECTION \ APPROX. O / 24'-I I " + — — — 1— / — — >� LOCATION \ _ —7w- -- — — — — — —I— 4 - — EXISTING SEWER GONEGTION \ I O \ APPROX. -7ci 1_q 11 I \ I I -� I I � \ LOCATION I / \ PROPERTY � LINE / XISTING11-511 / I DATUM PT.+366/5 0 REMAIN , FINISH FLOOR EL�V. o I --- O PSO 1 EXISTING MAIN L '/EL DN FOR H I GHT = , CALCUL/ TION =, --- ----- -- --- I _ (HT. TALC.) in -71_511 1 I Q EXISTING2 / I I_511 61_ II I O I / II IDEGK EJX I ST I N6 I 23 -O I �_011 I SINGLE FAMILY I 11 REAR/YARD/ R/�YARD/ I / HOUSE =.n 25 I SETB�4GK / I 15'_p116 I 25406 NUMBER LN I F ONT YARD S TBAGK 12I 1_111 I X. O(E) 31_611 'y�l 11-6110 /-------�-- fi-- /� cf rf1_Cj 11 1 ' (E) DS 142 5F MUDROOM _ O DN I Et4C LOSURE I O Z v I EXISTING N X CONCRETE Lu v DRIVE 4 / I TO REMAIN g1_b11 I BUILDING i / / I \ / I / I I SETBAGK +3�2.5' HT LG.I -- --............- DS \ 366.5 HT GALG. — — — — — — — — — — — — — — — — — — — — — — — jEXISTING ROOF '-611 (E) DOWNSPOUT \ I I „ SIDE YARD \ / OVERHANG TO REMAINo / I -6 SETBAGKREMAIN TYP I NO CHANGE TO DRAINAGE - EXISTING OAS CONECTION APPROX. —LOCATION EXISTING OVEHEAD D I SGHARGE, TYP. � POWER GONN GTI ON \ / / P.L. 140.0' APPROXIMATE PROPERTY \ LOCATION, LINE CONTRAGTOR TO VERIFY /elool/ O sirE PLAN PROJECT INFORMATION OWNER NAME: GREGORY & SUSIE WRIGHT SITE ADDRESS: 23406 HUMBER LN EDMONDS, WA 98020 TAX ACCOUNT#: 00571300101300 ZONING: RS-8 BUILDING HEIGHT: 25'-0" MAX, NO CHANGE FROM EXISTING LEGAL DISCRIPTION: SHERWOOD VILLAGE BLK 001 D-00 - TR 13 1/8II = I I_o11 SLOPE ZONING CALCULATIONS LOT SLOPE = 2% - 18% (VARIES) LOT AREA GRADING LOT COVERAGE: NO PROPOSED GRADING 13,939 SF ALLOWABLE 35% OF 13,939 SF: EXISTING HOUSE: EXISTING DECK: EXISTING COVERAGE: PROPOSED COVERAGE HEIGHT CALCULATIONS A = +365.5' B = +366.5' C = +362.5' D = +362.5' 4,878 SF 2,147 SF 416 SF 2,563 SF (NO CHANGE) AVERAGE GRADE = 364.25' PROPOSED BUILDING HEIGHT = 376.7' (NO CHANGE FROM EXISTING) MAXIMUM = 389.25' z Lu �Q IMPERVIOUS AREA CALCULATIONS EXISTING HOUSE ROOF OUTLINE: 2,762 SF EXISTING DECKS: 275 SF EXISTING DRIVEWAY & WALKWAYS: 958 SF TOTAL EXISTING: 3,995 SF (NO PROPOSED CHANGES) RECEIVED May 05 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT STROBL DESIGN LLC Residential Design P.O. BOX 20764 Seattle, WA 98102 Phone: (206) 661-3622 12358 REGISTERED ':ATE OF WASHINGTON Lu U Z Lu 0 U) Lu o N z o Q = w � m cn V � o = z 0 o � o N LLJ REVISIONS BY Date 5/4/2020 Scale 1/85" Drawn JS Job Sheet 0 EXISTING MAIN FLOOR PLAN EXISTING DOOR /4" = I Loll RECEIVED May 05 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT STROBL DESIGN LLC Residential Design P.O. BOX 20764 Seattle, WA 98102 Phone: (206) 661-3622 12358 REGISTERED V lIVVV !l V 11lV VL :ATE OF WASHINGTON LU U Z W 0 U) W ry04 N Z 00 0� Q = Ow0 (n V 2 Z o 0 I N LU REVISIONS BY Date 5/4/2020 Scale 1/4" = 1'-0" Drawn JS Job Sheet III II I I I I UP III II I I I I III 4 ���—I-- III III �I. I III II I III II III II (I 9 - --EXTSTfNG ------ EX15TNia IAIIT�IT7/')IAI 1'l/')/')L7 EXISTING BASEMENT FLOOR PLAN - EX15TNO IAI I Xlr')/ )IAI /41I = I Loll 1- - -EXISTING -EXISTfN& EXISTING WINDOW RECEIVED May 05 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT STROBL DESIGN LLC Residential Design P.O. BOX 20764 Seattle, WA 98102 Phone: (206) 661-3622 12358 REGISTERED V�� VAVVV A V I IlV VL .ATE OF WASHINGTON LU U z w 0 U) w N ryo Z 00 0� Q = Ow0 (n V 2Z � o 0 Itq N LLJ REVISIONS BY Date 5/4/2020 Scale 1/4" = 1'-0" Drawn JS Job Sheet (E) 36 " H 16H (E) STAIR 6UARDRA I L, TYP. -\ TO REMAIN DN uwmu 2, ---- ----------------- I I NEN 0) ON WINDOW I NEW I DOOR, TEMP. I I I I I I I I I I I I I I I I I I 5/8" TYPE 'X' 6WB WALLS $ GL6 7 I I I DECK (EXISTING) 4'-5" _61 ----------------------------- DN I WINDOW NEw I WINDOL C_ 2) DOOR, TEMP. 20 MIN. FIRE DOOR i W/SELF-GLOSINS - - - - - ----_�€�lIG€€- ----- ------- - � R-�.5" ON I GARAGE (EXI STI N6) I I I r MUDROOM (NEW) I I --------------------------- I I I I I I I I I I I I I I I I I I I O I I I `JI NEW 6AR1 ROOF 18'-0" 2 , O O D/w O OE :]L--] 100 GFM FAN MIN. 30" GOOKTOP KITCHEN (E) FIREPLACE O NEw F- -FRONT -0E AT EXISTIP LOCATION I I - 2 -4 LIVING DN I I ROOM I I I I O I I O NEW V41NOOW NEW NI INOOW EXISTING EXIST; INS LOG�I,TI ON I LOGAI TION I I O O I I L J NEW WINDOW NEW WINDOW EXISTING EXISTING LOCATION LOCATION PROPOSED MAIN FLOOR PLAN PLAN NOTES 1.) ALL DIMENSIONS TO FACE OF FRAMING. 2.) 5G TO VERIFY LOCATION OF EXISTING FRAMING AND HEADERS. WALL TYPES: EXISTING WALL TO REMAIN NEW 2X6 WOOD STUD @ 16" O.G. WALLS WITH 1/2" GYPSUM WALLBOARD ON INTERIOR SIDE (1/2" SREENBOARD IN NET AREAS) INSULATION PER GOVER SHEET Al EXISTING 2X4 WOOD STUD 9 16" O.G. WALLS WITH 2X FURRING 1/2" GYPSUM WALLBOARD ON INTERIOR SIDE (1/2" 6REENB0ARD IN NET AREAS) INSULATION PER GOVER SHEET Al NEW 2X4 WOOD STUD (p 16" O.G. WALLS WITH 1/2" GYPSUM WALLBOARD ON EACH SIDE (1/2" 6REENB0ARO IN NET AREAS) INSULATION PER COVER SHEET Al 05D SMOKE DETECTOR (HARD -WIRED W/ BATTERY BACKUP) {CMD GARBON MONOXIDE DETECTOR J) EXHAUST FAN 1/4" = 1'-0" WINDOW SCHEDULE WIDTH X HEIGHT 8'-�23_3213'-52 O2" 4'-2" --NEW----- -------- --------------------- I WINDOW INFILL WINDOW BEDROOM 1 36" REF. x m I N N W/D 110 GFM 2'-10" 2 MASTER I CLOSET I J MASTER BEDROOM l'A I r I I I I I I I I I I I W I NEW WINDOW I = I I I I I I I I I NEW WINDOW ® MASTER GUEST o GFM BATH x 2 -8 ATH 110 I GFM Cl I NEW WINDOW wC� NEW NEW (7)NEW WINDOW, WINDOW, WINDOW, TEMP .-- ----- - ------TE-MF-------------------- -- 6R---------------- -----j 4 2'-5" 2-3" 4'-7" 13'-32" O4'-0" X 1'-4", AWNIN6 WINDOW, 0.26 U-VALUE O5-10" X 5-2", P I GTURE/AWNING WINDOW, 0.26 U-VALUE OT-2" X 5'-2 ", PICTURE WINDOW, 0.26 U-VALUE O4 T-2" X 5-2", PICTURE WINDOW, 0.26 U-VALUE O5-10" X 5-2 % P I GTURE/AWNING WINDOW, 0.26 U-VALUE O4'-6" X 3'-q" CASEMENT WINDOW, TEMP., 0.26 U-VALUE, FROSTED O4'-6" X 3'-q" CASEMENT WINDOW, TEMP., 0.26 U-VALUE, FROSTED O8'-O" X 3'-q ", PI GTURE/CASEMENT WINDOW, 0.26 U-VALUE, EGRESS O2'-0" X 2-O", PICTURE WINDOW, 0.26 U-VALUE 10 2'-0" X 2-O", PICTURE WINDOW, 0.26 U-VALUE II 2'-0" X 2'-0", PICTURE WINDOW, 0.26 U-VALUE 12 6-0" X 3'-q" PICTURE WINDOW, 0.50 U-VALUE 13 5-4" X 3'-q ", CASEMENT WINDOW, 0.30 U-VALUE 14 6-O" X 3'-q" RICTURE/ CASEMENT WINDOW, 0.50 U-VALUE 15 8'-O" X 3'-q ", PICTURE/ CASEMENT WINDOW, 0.30 U-VALUE 16 8'-O" X 5'-0", PICTURE/ CASEMENT WINDOW, 0.50 U-VALUE, EGRESS 17 8'-0" X 4'-0", PICTURE/ CASEMENT WINDOW, 0.50 U-VALUE, EGRESS 18 5-0" X 3'-6" PICTURE WINDOW, 0.30 U-VALUE Iq 8'-O" X 4'-O", PICTURE/ CASEMENT WINDOW, 0.50 U-VALUE, EGRESS 20 5-O" X 3'-6" PICTURE WINDOW, 0.50 U-VALUE WINDOW NOTES: 1.) NEW WINDOWS TO BE INSULATED LOW E, ARGON GAS FILLED, MINIMUM U-VALUE OF 0.30, � NFRG CERTIFIED, TYP. 2.) CONTRACTOR TO VERIFY ALL ROUGH OPEN I N6 DIMENSIONS W/MANUFACTURER PRIOR TO FRAMING. 2 "D I A. GONT. WOOD HANDRAIL 1-1/2" GLR. FROM WALL O z 3/4" RISER, TYP 1-1 /4" TREAD, TYP. (2)-2X PT HEADER W/LEDGER OR JOIST H6RS. FOR CARRIAGE SUPPORT 2X12 STRINGERS STA I R DETA I L DOOR SGHEDUL: WIDTH X HEIGHT O18'-0" X T-O ", OVERHEAD GARAGE DOOR, GLAZED, TEMP., 0.50 U-VALUE O4'-8" X 6-8" PIVOT DOOR, GLAZED, TEMP., 0.30 U-VALUE O2'-6" X 6-8", INSWING DOOR, GLAZED, TEMP., 0.50 U-VALUE O2-6" X 6-8", INSWING DOOR, GLAZED, TEMP., 0.30 U-VALUE DOOR NOTES: 1.) NEW DOORS TO BE INSULATED LOW E, ARGON GAS FILLED, MINIMUM U-VALUE OF 0.50, $ NFRG CERTIFIED, TYP. 2.) CONTRACTOR TO VERIFY ALL ROUGH OPENING DIMENSIONS W/MANUFACTURER PRIOR TO FRAMING. ROOF VENTILATION GALGULATION: PROVIDED BY 2" CONTINUOUS METAL VENT CONTINUOUS RIDGE VENT TYPICAL R8O6.2 MINIMUM VENT AREA. THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. ATTIC, AREA: = 1,664 SF (146 LINIAL FEET) TOTAL ATTI G AREA = 1,664 SF/150 = I I .I SF RECRIEIE IVE D TOTAL VENT AREA PROVIDED May 05 2020 _ (146 L I N I AL FEET X 2' )/12 = 24.33 SF PROVIDED CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT STROBL DESIGN LLC Residential Design P.O. BOX 20764 Seattle, WA 98102 Phone: (206) 661-3622 �12358 REGISTERED 0 1 RV�L P'Z�E'�OFWASHNGTO w U z w 0 U) w N ry o z o00 J 0-) = W rn co 2 Z oIt 0 co 0 W N REVISIONS BY Date 5/4/2020 Scale 1/4" = 1'-0" Drawn JS Job Sheet � I I CIO I I I I NORTH I PROP05ED E3A5E1"IENT FLOOR FLAN 1/411 = 11-0" PLAN NOTES 1.) ALL DIMENSIONS TO FACE OF FRAMI NCB. 2.) GG TO VERIFY LOCATION OF EXISTING FRAM I N6 AND HEADERS. NALL TYPES: EXISTING WALL TO REMAIN NEW 2X6 WOOD STUD © 16" O.G. WALLS WITH 1/2" GYPSUM WALLBOARD ON INTERIOR SIDE (1/2" GREENBOARD IN NET AREAS) INSULATION PER COVER SHEET Al EXISTING 2X4 WOOD STUD © 16" O.G. WALLS WITH 2X FURRING 1/2" GYPSUM WALLBOARD ON INTERIOR SIDE (1/2" GREENBOARD IN WET AREAS) INSULATION PER GOVER SHEET Al NEW 2X4 WOOD STUD g 16" O.G. WALLS WITH 1/2" GYPSUM WALLBOARD ON EACH SIDE (1/2" GREENBOARD IN WET AREAS) INSULATION PER GOVER SHEET Al 05D SMOKE DETEGTOR (HARD -WIRED W/ BATTERY BACKUP) 4-MD GARBON MONOXIDE DETEGTOR Q EXHAUST FAN RECEIVED May 05 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT STROBL DESIGN LLC Residential Design P.O. BOX 20764 Seattle, WA 98102 Phone: (206) 661-3622 �12358 REGISTERED VAVVV A V I IlV VL .�.- ATE OF WASHINGTON Lu U Z W 0 W W N N Z 000 J 0-) = W 00 c V 2 Z o 0 W N REVISIONS BY Date 5/4/2020 Scale 1/4" = 1'-0" Drawn JS Job Sheet EXISTING BRICK CHIMNEY TO REMAIN O NEW WINDOW LOGA N 2 Cl ONEW WINDOW, E6RE55 EXISTING HOUSE TO REAMAIN U.N.O. PROPOSED NORTH ELEVATION EXISTING RIDGE E EV.=5-76.1 (NO GHANGE) EXISTING RIDGE E EV.=3-76.1 NO GHANGE) PLATE EXISTING GOMPOSI TE ROOF TO REMAIN, TYP. �1 11�IEE NEW NEW £0MP65ffE- SIDING, TYP. ENGLOSE EXISTING CARPORT 1/4" = 1'-0" EXISTING RIDGE ELEV.=376.7 (NO GHANGE) (E) 56" HIGH GUARDRAIL, TYP. EXISTING DECK TO REAMAIN U.N.O. EXISTING BRICK CHIMNEY TO REMAIN JJ NEW O O WIDOW NEW WINDOW NEW WINDOW EXISTING EXISTING N N LOGATION LOCATION F ONT DOOR Ai. L 7GAI IUN MUDROOM ADDITION PROPOSED EAST ELEVATION 1/4. _ ,,-o. EXISTING GOMPOSI TE ROOF TO REMAIN, TYP. EXISTING HOUSE TO REAMAIN U.N.O. KEYNOTES TYPIGAL ROOF GONSTRUGTION Up COMPOSITE ROOFING 30# BUILDING PAPER ROOF SHEATHING PER STRUGTURAL FRAMING PER PLAN R-4q INSULATION © FLAT GE I L I N65 I, I, EX 15T1 N6 HOUSE TO REAMAIN U.N.O. R-58 INSULATION © VAULTED GE I L I N65 EXISTING DECK TO REAMAIN U.N.O. JNI TYPICAL EXTERIOR WALL GONSTRUGTION PROPOSED SOUTH ELEVAT I ON � SIDING PER ELEVATIONS 1/4" = 1'-0" 15# BUILDING PAPER 2 1/2" GDX PLYWOOD FRAMING PER PLAN NEW HALLS: R-21 INSULATION. R-10 AT HEADERS. EXISTING HALLS: FILL 2x4 WALLS WITH R-15 AND 2x6 WALLS WITH R-21 BATT INSULATION PER WSEG R503.1.1 EXCEPTION 2. W2 TYPICAL BASEMENT WALL * EXISTING CONCRETE FOUNDATION WALL OR EXISTING 2X4 FRAMING WITH NEW 2X6 WOOD " I ITH R-21 BATT INSLULATION HITH r112"GYPSUM WALLBOARD ON INTERIOR SIDE UID VAPOR BARRIER, PAINT COLOR PER OWNER ����'; � � _ III III � ��������� '� • �������� EXISTINGBRIGK TO REMAIN - 12 NEW NEW NEW �� NEW WINDOW WINDO �`� 14 HINDC 15 WINDOW GUARDRAIL TYP. NEw DOOR O i AVERAGE GRADE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ELEV.= 564.25' WINDOW, 18 WI DON 1 WINDOW �WINDO EGRESS EGRESS C41 NEW DO EXISTING DECK TO REAMAIN U.N.O. EXISTING HOUSE TO REAMAIN U.N.O. PROPOSED NEST ELEVATION 1/4" = 1'-0" EXISTING RIDGE ELEV.=3-76.1 -1N (NO CHANGE) I N PLATE FI TYPICAL FLOOR GONSTRUGTION FINISH FLOORING 5/4" PLYWOOD -GLUE a SGREH JOISTS PER FRAMING PLAN R-50 INSULATION OVER UNHEATED SPAGE F2 TYPICAL GONGRETE SLAB (HEATED SPAGE) FINISH FLOORING AE53 %E)RRIER T 0 EXISTING GONGRETESLAB F5 EXISTING CONCRETE SLAB TO REMAIN FINISH FLOORING 4" GONGRETE 5 MIL. VAPOR BARRIER 6" CRUSHED ROGK I" A I RSPAGE BETWEEN INSULATION AND ROOF SHEATH I N6 TYP. AT BATT INSULATION, USE BAFFLE TO MAINTAIN A I RSPAGE. GONT. RIDGE VENT TYP. I 2 "GONT. METAL SOFFIT VENT, IN = TYP. In - KITCHEN MAIN W1 LEVEL ELEV.= FI O 366.5 PLATE AVERAGE — — — — — — — — — — — — — — — 6RADE ELEV.= Jell _ 564.25' MEGH BASEMENT FLOOR ELEV.= F5 558.0' EXISTING DECK TO REAMAIN U.N.O. MUDROOM F2 MUDROOM ADDITION EXISTING HOUSE TO REAMAIN U.N.O. O BU I LD I N6 SEGT I ON 1/411 - , 1_o11 STROBL DESIGN LLC Residential Design P.O. BOX 20764 Seattle, WA 98102 Phone: (206) 661-3622 12358 REGISTERED .-ATE OF WASHINGTON W U Z w 0 co o N z o00 J 0-) Lu m c6 V 2 Z cfl o 0 N LU REVISIONS BY 5/25/2020 is� BLD2020-0468 RESUB Jun 03 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 5/4/2020 Scale 1/4" = 1'-0" Drawn JS Job Sheet STRUCTURAL NOTES CRITERIA QUALITY ASSURANCE 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE 12. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT DRAWINGS, SPECIFICATIONS, THE SEATTLE BUILDING CODE (2015 EDITION). THIS SPECIFICATIONS AND SECTIONS 110 AND 1705 OF THE INTERNATIONAL BUILDING STRUCTURE DOES NOT CONFORM TO PRESENT EARTHQUAKE CODE REQUIREMENTS. IT HAS CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND BEEN ANALYZED AND REINFORCED FOR MINIMUM MAINTENANCE IN ACCORDANCE WITH RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND SEATTLE EXISTING BUILDING CODE, AND IS WITHIN THE CURRENT PRACTICE FOR THE BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND RENOVATION OF EXISTING BUILDINGS OF THIS AGE AND TYPE OF CONSTRUCTION. TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION IS REQUIRED UNLESS NOTED OTHERWISE. 2. DESIGN LOADING CRITERIA: RESIDENTIAL - ONE AND TWO-FAMILY DWELLINGS ROOF ROOF LIVE LOAD ......................... 25 PSF MISCELLANEOUS LOADS DECKS ........................ 1.5 x AREA SERVED PARTITION LOADING ....................... 10 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, Pg=25 PSF, Pf=20 PSF WIND ....... GCpi=0.18, 110 MPH, RISK CATEGORY II, EXPOSURE "B" EARTHQUAKE. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS, Vs = 6.64 KIPS SITE CLASS=D, Ss=126, Sds=84, S1=50, SD1=50, Cs=0.129 SDC D, le=1.0, R=6.5 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION". 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. 9. ALL STRUCTURAL SYSTEMS, WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED, SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 10. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. GLUED LAMINATED MEMBERS REINFORCING STEEL (FOR CONCRETE CONSTRUCTION) CONTRACTOR SHALL SUBMIT WALL ELEVATION DRAWINGS OF AT LEAST 1/8" = V-0" SCALE INDICATING LOCATIONS OF CONNECTION EMBEDMENT's AND WALL OPENINGS FOR REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WALL ELEVATION DRAWINGS WITH REINFORCEMENT SHOP DRAWINGS. APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT. 11. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED WITHIN TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE SUBMITTED ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. CONCRETE CONSTRUCTION PER TABLE 1705.3 SOIL CONDITIONS, FILL PLACEMENT, AND DENSITY PER TABLE 1705.6 EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MANUFACTURER EPDXY GROUTED INSTALLATIONS PER MANUFACTURER PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH REQUIREMENTS. CONTINUOUS INSPECTION: INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED. 13. 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 GLUEING, NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE SEISMIC FORCE, RESISTING SYSTEM INCLUDING SHEAR WALLS, DIAPHRAGMS, DRAG STRUTS, BRACES AND HOLDOWNS. 14. STRUCTURAL OBSERVATION SHALL BE PERFORMED IN ACCORDANCE WITH SECTIONS 1704.6 OF THE INTERNATIONAL BUILDING CODE FOR THE FOLLOWING BUILDING ELEMENTS: LIGHT FRAMED SHEAR WALLS HOLDDOWNS CONCRETE CONSTRUCTION THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD ADEQUATE NOTICE TO SCHEDULE APPROPRIATE SITE VISITS FOR STRUCTURAL OBSERVATION. STRUCTURAL OBSERVATION MEANS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS, AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY SECTION 110, 1705, OR OTHER SECTIONS OF THE INTERNATIONAL BUILDING CODE. THE OWNER SHALL EMPLOY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, TO PERFORM STRUCTURAL OBSERVATION. OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPECTOR, CONTRACTOR, AND THE BUILDING OFFICIAL. THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. GEOTECHNICAL 15. 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 ...................... 2000 PSF RENOVATION 16. 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. 17. 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. 18. 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 19. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF fc = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. REQUIRED CONCRETE STRENGTH IS BASED ON THE DURABILITY REQUIREMENTS OF SECTION 1904 OF THE IBC. DESIGN STRENGTH IS fc = 2,500 PSI. 20. 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. 21. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FY = 60,000 PSI. 22. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI 315-99 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. 23. 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" 24. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRECAST. 25. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3000 PSI MINIMUM). ANCHORAGE 26. EXPANSION BOLTS INTO CONCRETE SHALL BE "STRONG -BOLT 2" WEDGE ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT CONFORMANCE TO ICC-ES REPORT NUMBER ESR-3037, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. PERIODIC SPECIAL INSPECTION IS REQUIRED TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR LOCATION, TIGHTENING TORQUE, HOLE DIMENSIONS, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. 27. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG, TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2508. MINIMUM BASE MATERIAL TEMPERATURE IS 50 DEGREES, F. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDED 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. n1111111� 28. FRAMING LUMBER SHALL BE S-DRY, KD, OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD "GRADING RULES FOR WEST COAST LUMBER NO 17", OR WWPA STANDARD, "WESTERN LUMBER GRADING RULES 2011". FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) HEM -FIR NO. 2 AND BEAMS MINIMUM BASE VALUE, Fb = 850 PSI (4X MEMBERS) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1000 PSI BEAMS (INCL. 6X AND LARGER) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1350 PSI POSTS (4X MEMBERS) DOUGLAS FIR -LARCH NO. 2 MINIMUM BASE VALUE, Fc = 1350 PSI (6X AND LARGER) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE. Fc = 1000 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS-FIR-LARCH OR HEM -FIR NO. 2 29. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND ANSI/AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC OR APA-EWS 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. 30. 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. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 31. ALL WOOD IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE. 32. 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. 33. 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. 34. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2019. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD CARRYING CAPACITY. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITS" SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM)AS MEMBERS CONNECTED. 35. 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. 36. 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. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM)AS MEMBERS CONNECTED. 49. 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. C. NOTCHES AND HOLES IN MANUFACTURED LUMBER AND PREFABRICATED PLYWOOD WEB JOISTS SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE NOTED. 37. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC "TIMBER CONSTRUCTION MANUAL" AND THE AWC "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.10.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16" O.C. LINO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE EIGHT 16d NAILS @ 4" O.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12" ON -CENTER, OR ATTACHED TO CONCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS @ 4'-0" ON -CENTER EMBEDDED 7" MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12" ON -CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1-1/4" TYPE S OR W SCREWS @ 8" ON -CENTER. UNLESS INDICATED OTHERWISE, 1/2" (NOMINAL)APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6" ON -CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN -SUPPORTED EDGES)AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12" ON -CENTER ALLOW 1/8" SPACING AT ALL PANEL EDGES AND PANEL ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. 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 UNLESS OTHERWISE NOTED. RECEIVED May 05 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT STROBL DESIGN LLC Residential Design P.O. BOX 20764 Seattle, WA 98102 Phone: (206) 661-3622 IC WAs ,42141 W U Z W 0 VJ W O N Z 00 =0� >Q Lu 00 c V 2 Z co O 0 C) m N LLJ REVISIONS BY Date 5/4/2020 Scale 1/4" = 1I_0II Drawn JS Job Sheet L L L �J �J �J (E) POST FOOTING. (TYP. @ EXT.) L L NORTH FOUNDATION PLAN 1/411 _ 11-011 (::!� 11-1-� FOUNDATION PLAN NOTES: 1. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 2. DO NOT SCALE DRAWINGS. DIMENSIONS SHOWN ON PLAN ARE FOR REFERENCE ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR FINAL FOUNDATION DIMENSIONS. LEGEND (N) NEW (E) EXISTING (E) CONCRETE FOUNDATION C = STRUCTURAL WOOD WALL ABOVE E _ ] (N) CONCRETE FOOTING RECEIVED May 05 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT STROBL DESIGN LLC Residential Design P.O. BOX 20764 Seattle, WA 98102 Phone: (206) 661-3622 WAs C' 42141 Lu U Z W 0 W N N Z 000 J 0-) = W 00 c V 2 Z o 0 I N LLJ REVISIONS BY Date 5/4/2020 Scale 1/4" = 1'-0" Drawn JS Job Sheet Q W �(E)DEGK LZI JOISTS TO REMAIN (E)DEGK JO I STS TO REMAIN 0 EXISTING GONGRETE SLAB ON GRADE FLOOR FRAMING PLAN FLOOR PLAN NOTES: (E) OS q< < xS (E)DEGK JOISTS TO REMAIN (E) O (E)DEGK JOISTS TO REMAIN (E) / (E) (E) (E)DEGK JOISTS TO REMAIN (E) HDR (E) HDR (E) HDR (E) HDR ----------------------------------------- � � ��J (E) FLOOR JOISTS �(N)6LB 5� X 1 /4" = 11-0" 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. PROVIDE (2) BEARING STUDS AT EACH END OF ALL NEW HEADERS AND BEAMS UNLESS NOTED OTHERWISE. 3. ALL BUNDLED STUDS CALLED OUT ON PLAN OR AT ENDS OF HEADERS AND BEAMS SHALL BE PROVIDED AT EACH LEVEL, TERMINATING AT CONCRETE SUPPORT BELOW. 4. "W" INDICATES PLYWOOD SHEATHED SHEARWALL BELOW FRAMING SHOWN. REFER SHEARWALL SCHEDULE ON DETAIL 9/S3.1. 5. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. (E) BEAM OPEN Lu / (E)z7T� \� =----_—E vIVL�R POST ABOVE ABOVE V _--7::::jj I ---------------------------- I II (E) FLOOR JO I STS (E) FLOOR JOISTS W ------------- I J� J� 1 Q� Q� Q _/ NORTH C) L E END (N) NEW (E) EXISTING 0 (E) CONCRETE WALL BELOW ® (E) WOOD WALL BELOW [ = ] STRUCTURAL WOOD WALL ABOVE <X-- (N) BUNDLED STUDS RECEIVED May 05 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT STROBL DESIGN LLC Residential Design P.O. BOX 20764 Seattle, WA 98102 Phone: (206) 661-3622 • EIc WAS 42141 w U Z W 0 W N N Z 000 J 0-) = W 00 C 2 Z o 0 N LLJ REVISIONS BY Date 5/4/2020 Scale 1/4" = 1'-0" Drawn JS Job Sheet S2m2 EXISTING ROOF OVERHANG TO REMAIN, TYP. (E) GONT. 4x 16 HDR I = K I zW z� I (E) RAFTERS < x � N J 11 (E) RIDGE BE/ I (N) GSI & x 5'-0" STRAP (E) RAFTERS (E) HDR T ROOF FRAMING PLAN ROOF PLAN NOTES: 1 /4" = 11-0" (N)6LB 52X18 FLUSH BEAM N � (E) HDR (E) HDR (E) HDR — — L -- —- LEGEND (N) NEW 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. (E) 2. ALL NEW INTERIOR HEADERS SHALL BE (2) 2X10'S UNLESS NOTED OTHERWISE. AT CONTRACTORS OPTION, (2) 2X10'S MAY BE SUBSTITUTED WITH 4X8 OR 6X6. 0 3. PROVIDE (2) BEARING STUDS AT EACH END OF ALL NEW HEADERS AND BEAMS UNLESS NOTED OTHERWISE. 4. ALL BUNDLED STUDS CALLED OUT ON PLAN OR AT ENDS OF HEADERS AND BEAMS SHALL BE PROVIDED AT EACH LEVEL, TERMINATING AT CONCRETE SUPPORT BELOW. 5. "W" INDICATES PLYWOOD SHEATHED SHEARWALL BELOW FRAMING SHOWN. REFER SHEARWALL SCHEDULE ON DETAIL 9/S3.1. 6. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. EXISTING (N) (2)2x10 HDR (TYP. UNO) (E) RAFTERS � GEILING JOISTS 4 - — — — — — — — — — — (E) 2X4 RIDGE E30ARD (E) RAFTERS � GEILING JOISTS (E) STRUCTURAL WOOD WALL BELOW (E) ROOF OUTLINE RECEIVED May 05 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT STROBL DESIGN LLC Residential Design P.O. BOX 20764 Seattle, WA 98102 Phone: (206) 661-3622 EIc IWAs 42141 W U Z LLB 0 vJ W N N Z 000 J 0-) = W 00 c V 2 Z o 0 � m N LLJ REVISIONS BY Date 5/4/2020 Scale 1/4" = 1'-0" Drawn JS Job Sheet (E) WALL SHEATH I N6 HEADER PER PLAN (WHERE OCCURS) Roof Framing Detail Holdown Schedule (N) A35 PER SHEARWALL SCHEDULE (E) ROOF FRAM I N6 (E) GE I L I N6 JOISTS CONTRACTOR TO VERIFY (E) HI CLIP (g EA. JOIST SHEATHE $ NAIL (E)WALL PER SHEARWALL PER PLAN 3/4" = 1'-0" PLAN MARK ATTACHMENT ANCHOR BOLT A.B. EMBED HOLDOWN POST 2X4 2X6 HDU5 (14)4" DIA. X 21" 5D5 J" DIA. 12" (2) 1 (2) (E) WALL SHEATH I N6 (E) 2X SILL PLATE PROVIDE (N) 5/8" DIA. EXPANSION BOLT @ 52 O.G. Foundation Detail (N) PANEL EDGE NA I L I N6 OVER HOLDOWN STUDS (N) SHEARWALL PER PLAN (N) HOLDOWN PER PLAN (EMBED 12" INTO (E) - FNDN W/ EPDXY GROUT) Post Footing w/ Slab on Grade (E) CONCRETE FOUNDATION 3/4" = 1'-0" PLAN E SLAB ON GRADE VV I11VV J1LL & REINF. PER PLAN 5/4" — 1'-0" 0 ATT/ fir= 1 r) I r1 r_ 1= M n A r7 r1 Roof Framing Detail (E) SLAB Foundation Detail _) ROOF SHEATH I NO :) ROOF JOISTS ONTRAGTOR TO VERIFY _) 2x4 COLLAR TIE 48" O.G. I L I N6 JOISTS 4U HANGER k I V/ ,CLAM PER PLAN 3/4" = 1'-0" Sd INTO EA 3LOCK N) 2x BLK6 FOR GALLOUTS IN COMMON REFER DETAIL 5/55.1 SAWN OR MFR. — 16d NAILING LUMBER. 2x MIN. PER SCHEDULE SEE NOTES FOR ADDITIONAL 2x NAILER REQUIREMENTS 16d NAILING 1/2" MAX. TO PER SCHEDULE EDGE OF WASHER 151 Detail A nPtnil r. EDGE NAILII OVER EA. S- 16d NAILIN( PER SCHEDULL 3/8„ 1/2" min typ. 9 I PLYWOOD EDGE o Detail B PLAN VIEW AT ABUTTING PANEL EDGES OF W3 & W2 Shearwall Schedule I. I eq. �e. I .I RIM nPtnil n 3/4" = 1'-0" (N)A35 @ 16" O.G. W/#g SCREWS X 0'-1/2" INTO ROOF SHEATHING (E) RAFTERS (N) 2x BLK6 @ 48" O.G. AL I6N (N) RAFTER SHEATHE $ NAIL (E) WALL PER SHEARWALL PER PLAN SHEATH I N6 MAY BE PLACED EITHER SIDE OF WALL Roof Framing Detail (E) WALL SHEATH I NO (E) 2X SILL PLATE PROVIDE (N) 5/8" DIA. EXPANSION BOLT @ 52" O.G. A" EDGE - DISTANCE (E) CONCRETE FOUNDATION Foundation Detail Shearwall Schedule 0000©O (E) ROOF SHEATH I N6 (E) TRUSS, PROVIDE 2x BLK6, @ 48" O.G. (N)A35 PER SHEARWALL SCHEDULE 5/4" = 1'-0" (N) PANEL EDGE NA I L I N6 OVER HOLDOWN STUDS SHEATHE � NAIL (E) WALL PER (N) SHEARWALL PER PLAN (N) HOLDOWN PER PLAN (EMBED 12" INTO (E) FNDN W/ EPDXY GROUT) (E) SLAB ON GRADE 5/4" — 1'-0" Mark Sheathing Panel Edge Nailing Top Plate Connection Base Plate Connection if TJI if Wood s at Wood 10 11 at Concrete W6 15/32" CDX PLYWOOD 8d @ 6"oc 16d @ 6"oc A35 @ 24"oc (2)rows 16d @ 6"oc 5/8"0 A.B. @ 48"oc W4 15/32" CDX PLYWOOD 8d @ 4"oc 16d @ 4"oc A35 @ 16"oc (2)rows 16d @ 4"oc (D 5/8"0 A.B. @ 32"oc W3 ® 15/32" CDX PLYWOOD 8d @ 3"oc (2)rows 16d @ 4"oc A35 @ 12"oc (2)rows 16d @ 4"oc (D 5/8"0 A.B. @ 24"oc W2 ® 15/32" CDX PLYWOOD 8d @ 2"oc (2)rows 16d @ 4"oc A35 @ 9"oc (3)rows 16d @ 4"oc 5/8"0 A.B. @ 16"oc OO BLOCK PANEL EDGES WITH 2x MIN. LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d @ 12"o.c. 02 8d NAILS SHALL BE 0.131"0 x 2 1/2" (common) — 16d NAILS SHALL BE 0.135"0 x 3 1/2" (box) OO EMBED ANCHOR BOLTS AT LEAST 7". EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 4" 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. ® 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. ( TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. SEE PLANS AND HOLDOWN SCHEDULE FOR ALTERNATE REQUIREMENTS. © ALL EXTERIOR WALLS SHALL BE W6, UNLESS NOTED OTHERWISE. O 7/16" O.S.B. MAY BE SUBSITUTED FOR 15/32" CDX. O LTP4's (HORIZONTAL ORIENTATION) W/ 8d COMMON MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. O A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. 10 AT MULTI —ROW NAILING, MINIMUM OFFSET BETWEEN ROW AND ROW SPACING 1/2", SEE DETAIL D. LVL RIMS PERMITTED AT "W6", "W4", & WY ONLY. PROVIDE (3) ROWS 16d @ 6"oc AT LVL RIMS. 5/4" = 1'-0" (E) WALL SHEATH I N6 Floor Framing Detail (4) 8d INTO EA (N) BLOCK (E) FLOOR FRAM I N6 PROVIDE (N) 2x BLK6 @ 48" O.G. (N) A35 PER SW SCHEDULE SHEATHE � NA I L (E) WALL PER (N) SHEARWALL PER PLAN 3/4" RECEIVED May 05 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT STROBL DESIGN LLC Residential Design P.O. BOX 20764 Seattle, WA 98102 Phone: (206) 661-3622 Ic WAS k x 14 42141 ® ��1^HAL w U z w 0 w N ry o Z 00 = w CD m Z)o = z �(jo0It o N LU REVISIONS BY Date 5/4/2020 Scale 1/4" = 1'-0" Drawn JS Job Sheet S3ml