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APPROVED ENG PLN BLD RESUB 1-BLD2023-0366+Architectural_Plan+5.11.2023_2.41.36_PM+3540115GENERAL 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 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: PATRICIA M GOERLICH SITE ADDRESS: 9626 216TH PL SW EDMONDS, WA 98020-3938 TAX ACCOUNT#: 00559700300100 ZONING: RS-8 BUILDING HEIGHT: 25'-0" MAX LEGAL DISCRIPTION: ROBERT E THOMAS ADD NO 16 BLK 003 D-00 - LOT 1 PROJECT DISCRIPTION: NEW 313 SF ADDITION TO EXISTING SINGLE FAMILY HOUSE - NEW PRIMARY BATH & NEW 106 COMPOSITE DECK AND STAIRS DRAWING INDEX Al GENERAL NOTES, PROJECT DATA, DRAWING INDEX, & LEGEND 2 S TE 2.1 SI�EPLANDETAILS A L A4 PROPOSED FLOOR PLANS & WINDOW/ DOOR SCHEDULE A5 ELEVATIONS & BUILDING SECTION S1.1 GENERAL STRUCTURAL NOTES S1.2 GENERAL STRUCTURAL NOTES S2.1 STRUCTURAL PLANS S2.2 STRUCTURAL PLANS S2.3 STRUCTURAL PLANS S3.1 STRUCTURAL DETAILS S4.1 STRUCTURAL DETAILS iA separate Plumbing permit is required for this project. Please obtain a Plumbing permit from • •the City of Edmonds. I City Of Edmonds Building Department Work ADDITION Address 9626 216TH PL SW Owner GOERLICH Approved Date 6/06/2023 Building Official VG7L0WMLK W. W o9*La1z .............................. Permit Number BLD2023-0366 APPROVED ALL WORK SUBJECT OBTAIN ELECTRICAL PLANS MUST BE TO FIELD PERMIT FROM ON JOB SITE INSPECTION FOR STATE LABOR & CODE COMPLIANCE INDUSTRIES REVISIONS DATE - PAGES - CHANGES REV1 REV2 REV3 REV4 REV5 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 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. WSEC R403.1.1 PROVIDE A PROGRAMMABLE THERMOSTAT FOR THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH DWELLING UNIT. WSEC R404.1 A MINIMUM OF 90 PERCENT OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH EFFICACY LAMPS. FANS SHALL VENT DIRECTLY TO EXTERIOR OF THE BUILDING. FANS TO OPERATE CONTINUOUS. VAPOR RETARDERS SHALL BE INSTALLED AS SPECIFIED IN WSEC R502.1 EXTERIOR JOINTS SHALL BE SEALED, CAULKED, GASKETED, OR WEATHERSTRIPPED. EXHAUST OPENINGS M1504.3 AIR EXHAUST OPENINGS SHALL TERMINATE AS FOLLOWS: 1.) NOT LESS THAN 3 FEET FROM PROPERTY LINES. 2.) NOT LESS THAN 3 FEET FROM GRAVITY AIR INTAKE OPENINGS, OPERABLE WINDOWS AND DOORS. 3.) NOT LESS THAN 10 FEET FROM MECHANICAL AIR INTAKE OPENINGS EXCEPT WHERE THE EXHAUST OPENING IS LOCATED NOT LESS THAN 3 FEET ABOVE THE AIR INTAKE OPENING. OPENINGS SHALL COMPLY WITH SECTIONS R303.5.2 AND R303.6. HABITABLE ROOMS - PER R303.1 HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF FLOOR AREA OF SUCH ROOMS. NATURL VENTILATION SHALL BE THROUGH WINDOWS, SKYLIGHTS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABE BY THE BUILDING OCCUPANTS. THE OPENABLE AREA TO THE OUTDOORS SHALL BE NOT LESS THAN 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. EXCEPTIONS: 1.) THE GLAZED AREAS NOT BE OPENABLE WHERE THE OPENING IS NOT REQUIRED BY SECTION R310 AND WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM IS INSTALLED IN ACCORDANCE WITH SECION M1505 2.) THE GLAZED AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION 1 IS SATISFIED AND ARTIFICIAL LIGHT IS PROVIDED THAT IS CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 FOOTCANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30" ABOVE THE FLOOR LEVEL. PER WSEC TABLE R402.1.1 - WINDOW & DOOR HEADERS SHALL BE INSULATED WITH A MINIMUM OF R-10 INSULATION. APPROVED BY PLANNING Jun 07 2023 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 DETAIL NUMBER/ SHEET ON WHICH DETAIL IS SHOWN SECTION NUMBER/ SHEET ON WHICH SECTION IS ,41 SHOWN 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 +H_E3 HOSE BIB TL 4" TIGHT LINE F 4" PERFORATED DRAIN PD 4" PERFORATED FOUNDATION DRAIN Fr FILTER FABRIC FENCE ODS DOWNSPOUT EXISTING CONTOUR PROPOSED CONTOUR + 123.4 EXISTING SPOT ELEVATION + 123.4 PROPOSED SPOT ELEVATION A REVISION +50 SMOKE DETECTOR GMD CARBON MONOXIDE DETECTOR EXHAUSTFAN THERMOSTAT ABBREVIATIONS B.O.W. BOTTOM OF WALL C.B. CATCH BASIN CL CENTERLINE C.O. CLEAN OUT CONC. CONCRETE CMU CONCRETE MASONRY UNITS DN DOWN EL. ELEVATION EQ. EQUAL E EXISTING EW EACH WAY EXT'G EXISTING F.F.E. FINISHED FLOOR ELEVATION O/C ON CENTER P/B PLANTING BED SIM SIMILAR T.O.W. TOP OF WALL TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.I.F. VERIFY IN FIELD W/ WITH STROBL DESIGN LLC 1122NJST TACOMA, WA 98403 Phone: (206) 661-3622 12358 REGISTERED A H TECT JACOB A STROBE ATE OF WASHINGTON LU 0 z LU VJ LU O �n �J II I Q LU N O � Q REVISIONS BY 3/II/2023 JS RESUB May 12 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 3/-1/2023 Scale Drawn Job Sheet SEWER HATER MAIN I \ S MAIN z z L z LU < v ILU YD ANT � J a STORMWATER MAIN I STREET GENTERL I NE 1 I \ V I \ I I I O < \ PROPERTY / v � LINE �I I — — � P.L. 120.�/ \ (E) OVERHEAD PONER CONNECTION _ ' 1 APPROXIMATE LOCATION, I (E)STOBMW�TER CONNECTION CONTRACTOR TO VERIFY / APPROXIMATE LOCATION, I \ I CONTRACTOR TO VERIFY I v \ v 1 =R1Y _ < ` \ LIN ONE I O z OVERHANG (N) I -6 O�`� / I F ONT�_ y � � (E)DS — — I - - - - - - - - - - - - - - - - - —xxI I +3 6.2 T CA 21411 L __—__ -- II \+56q.75' T C LG. D x 25'-0" FOfzD�' \ I DAT M PT.+36g.0' II I I O SETBA� I FIN 15H FLOOR ELEV. I I x EXIS IN6 MAIN LEVEL III r I I FOR �HE 16HT CALCULATION I I I EXISTING II — — — — — — — — = SINGLE FAMILY N - -- HOUSE — g62(b 216th PI SW II. = II - / \ ALL FOOTING DRfi�4S FROM III \ I NEW ADD I T I ON TO BE ROUTED I TO NEW DISPERSION ITRENGH I Ir (E) WATER GONNEGT I O E)D 4" D I A P G PIPE 11 III APPROXIMATE LOGATI N, I 3'- � 43' 11 1 (E) GONG. I CONTRACTOR TO VERI Y �__----_------- - _- - DRIVEWA (E) SIDE SEWER CONNECTION I� 4jDIA -P-IPETI6HT INS FF (E) - N APPROXIMATE LOCATION - - I I G NfGTION ROUT D O EN, 1 () TO D I SPE S I ON TREN H 1 PATIO CONTRACTOR TO VERIFY ,- I � DN O 1 —+— G 0 5% S OP - I I 1 P \ 23'-4" I \ / \ G �\ +371 HT GAL ----------- (E) LAWN REAR�- SETBACK I— \ 5 -5 11 1 P I i o, 1 n 51 TE PLAN U � x I % -71 ]pE B SqT GK SI 1 I I� I I B II '67' HT CA C. I J � J � �vicri�i�_ /r-�cl PR(-)PFRTY� PROJECT INFORMATION OWNER NAME: PATRICIA M GOERLICH SITE ADDRESS: 9626 216TH PL SW EDMONDS, WA 98020-3938 TAX ACCOUNT#: 00559700300100 ZONING: RS-8 BUILDING HEIGHT: 25'-0" MAX ST 6 DS DOWNSPOUT LINE LOCATION TO REMAIN, TYP. LEGAL DISCRIPTION: ROBERT E THOMAS ADD NO 16 BILK 003 D-00 - LOT 1 /0.1I _ I I-OII e1 note LOT SLOPE = 3%-10% (VARIES) HEIGHT CALCULATIONS A = +366.25' B = +367' C = +371.0' D = +369.75' AVERAGE GRADE = 368.5' MAXIMUM = 393.5' PROPOSED = 381.83' (NO CHANGE FROM EXISTING) GRADING TOTAL PROPOSED CUT: 46 CUBIC YARD MAX CUT DEPTH: 5' ZONING CALCULATIONS LOT AREA: 8,712 SF LOT COVERAGE: ALLOWABLE 35% OF 8,712 SF: 3,049 SF EXISTING HOUSE FOOTPRINT: 2,049 SF PROPOSED ADDITION: 313 SF PROPOSED COVERAGE: 2,362 SF IMPERVIOUS AREA CALCULATIONS FILTER FABRIC, FENCE PER ER-cf 00 - SEE @SHEET A2.1 DETAIL #2 NEW ROOF AREA 3g3 SF TO BE DIRECTED TO NEW DOWNSPOUTS. DOWNSPOUTS FROM NEW ADDITION 3g3 SF CONRTIBUTIN6 ROOF AREA TO BE ROUTED TO DISPERSION TRENCH EXISTING HOUSE ROOF OUTLINE: 2,355 SF EXISTING DRIVEWAY: 459 SF EXISTING PATIO: 197 SF EXISTING FRONT WALKWAY: 90 SF TOTAL EXISTING: 2,213 SF PROPOSED NEW ADDITION: 393 SF PROPOSED NEW PATIO: 88 SF TOTAL: 481 SF 2' X 10' LOCATED A MIN OF 0 FT FROM P/L DISPERSION TRENCH DETAIL PER SD-631 - SEE SHEET A2.1 DETAIL #3 ALL D I STUBBED SOILS WILL BE COMPOST AMENDED PER 2022 SWMMWW BMP T.5.13 INSTALL AND MAINTAIN ALL TESL MEASURES ACCORD I N6 TO APPROVED PLANS. CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THIN MAY BE REG2U I RED DURI N6 CONSTRUCTION. Zone Corner Flag Setbacks: Required Actual Front Sides Rear Other Height OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. ENGINEERING DIVISION APPROVED AS NOTED 06/06/2023 STROBL DESIGN LLC 1122NJST TACOMA, WA 98403 Phone: (206) 661-3622 12358 REGISTERED A H TECT AJACOB A STROBL ATE OF WASHINGTON LLI 0 z LLI U1 LLI ks) �J IIII II�_� LLI CN O O � � 'z Q REVISIONS BY C5/11/2023 JS RESUB May 12 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 3/7/2023 Scale AS SHOWN Drawn Job Sheet 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL NATIVE BACKFILL MATERIAL FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS, `WIRE MESH FENCE o / TO SUPPORT FILTER I FABRIC CV BURY BOTTOM OF FILTER MATERIAL 8" TO 12" NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN a .4 a f� g FILTER SOCK WITH J OVER (FLOW HOLES (TYP) a a. e CATCH BASIN .H 010 FILTER SOCK WITH OVER FLOW HOLES (TYP) CATCH BASIN NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. DISPERSION TRENCH Z 10' X 2', LEVEL, SEE ( VEGETATED PATH FLOW (SEE NOTE 1) 10' (MIN), NO OVERLAP OF FLOWPATH SEGMENTS PROPERTY LINE/EASEMENT 12" X 12" (MIN) AREA (YARD) DRAIN s700 DISPERSION TRENCH WITH —/ TYPE 1 OR 1-L NOTCHED GRADE BOARD z CATCH BASIN PER STD DETAIL SD-632 W/SOLID COVER PER STD DETAIL SD-303 `O OR SD-304 VEGETATED FLOW PATH, SEE NOTE 1 PX(MIN) 24" (MIN) 1 5% MI ' v"V707 W7507�� GEOTEXTILE, SEE NOTE 2 GUTTER (TYP) FEET PROPERTY LINE/EASEMENT P LA N NTS GENERAL NOTES: 15% MAX 4" (MIN) PERFORATED PVC UNDERDRAIN PIPE PER WSDOT SPEC. 9-05.2(6), LAID LEVEL WASHED DRAIN ROCK, SEE NOTE 3 UNDISTURBED NATIVE SOIL DISPERSION TRENCH 1 NTS - 1. REFER TO THE 2022 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK AND INFEASIBILITY REQUIREMENTS. N I nTCC`. 1. A VEGETATED FLOW PATH MUST BE PROVIDED IN ACCORDANCE THE 2022 CITY OF EDMONDS STORMWATER ADDENDUM REQUIREMENTS. 2. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC. 9-33.2(1) GEOTEXTILE FOR SEPARATION, NON -WOVEN TYPE. 3. WASHED DRAIN ROCK SHALL CONFORM TO WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS. FILTER AIL - IGAL UT O � M�POR AR� BS�ED�MENT TRAP 2O STANDARD DIETS I LTER-q00 0 DISPERSION �TR�NOGHES STANDARD DETAIL ER-q02 STANDARD DETAIL SD-C 5 STROBL DESIGN LLC 1122NJST TACOMA, WA 98403 Phone: (206) 661-3622 12358 REGISTERED A TECT JACOB A STROSL ATE OF WASHINGTON V I I� /I IVI �n v lli III_ Q N �J is W REVISIONS BY 5/II/2023 JS RESUB May 12 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 3/-1/2023 Scale AS SHOWN Drawn Job Shee A2ml EXISTING DOOR (D EX 15T1 NG EXISTING N1 NDON NI NDON NI NDON EXISTING MAIN FLOOR PLAN /411 = 1 1_011 STROBL DESIGN LLC 1122NJST TACOMA, WA 98403 Phone: (206) 661-3622 12358 REGISTERED A H TECT JACOB A STROBL� ATE OF WASHINGTON LU 0 zI I U ( U1 I II II LU ks) y IIIIII LU Q N O � � � Q V REVISIONS BY RESUB May 12 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 3/7/2023 Scale 1/4" = 1'-0" Drawn Job Sheet EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW M�I I� EXISTING OW�O WINDOW Oil EXISTING DOOR EXISTING WINDOW DINING ROOM (EX I STING) KITCHEN (EXISTING) `i GUEST BATH (EXI STI N6) 20 MIN. FIRE DOOR 451b" TYPE 'X' 6HB HALLS � GL6 7 GARAGE (EXISTING) I I OHO I J EXISTING WINDOW =4��N I rj--� PROPOSED MAIN FLOOR PLAN LEGEND EXISTING NALL TO REMAIN NEN 2X6 HOOD STUD (p 16" O.G. HALLS KITH 1/2" GYPSUM NALLBOARD ON INTERIOR SIDE, LEVEL FIVE FINISH, PAINT COLOR PER ONNER, INSULATION PER ABOVE (AS REQU I RED) NEN 2X4 HOOD STUD @) 16" O.G. HALLS WITH 1/2" GYPSUM WALLBOARD ON EAGH SIDE, LEVEL FIVE FINISH, PAINT GOLOR PER ONNER, INSULATION PER GOVER SHEET Al -05V SMOKE DETEGTOR (HARD -HIRED N/ BATTERY BAGKUP) 06MD GARBON MONOXIDE DETEGTOR Q EXHAUST FAN OHO 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). EX 15T I NO WINDOW LIVING ROOM (EXISTING) EXISTING DOOR FAMILY ROOM (EX I STING) EXISTING DOOR /4" = I'-O" DN (E) PORCH NEW DOOR, J TEMP. z N %I EXISTING WINDOW EXISTING WINDOW 1:1 �SD EXISTING WINDOW BEDROOM I (EXISTING) CII-011 N HALL 050 (EXISTING) +�' MD 10 _ 111 ao 00 Q BATH LINEN <15TIN6) CLOSE N PRIMARY BATH\ O 110 (NEW) , � GFM Fn(c-,� 21-( "X6'-8" / I 2'-0" EQ EQ NEW NEW WINDOW I WINDOW GRANL5PA E AGGE56 S 22x3 I I - I I —m I (NEW) I 7�� - -IN ATTIC AGGE55 - N 22x30 m ABOVE GLO5ET DOOR ❑ -1N i PRIMARY B m (NEW) I I BUILT-IN O BOOKSHELVES TV OVER I MANUFACTURED dJ [--F 6A5 FIREPLACE AULTED GE10146 - AT ADDITION N z O H Q W z NEW = WINDOW N O d) I NENHIGH d) WINDOW -SEE ELEV. DO I10 GFM EXISTING NEw O NEW WINDOW NINDON DOOR, EQ EQ TEMP. Ir 5'-10" 7r 51-5i" I 41_52ll a_O 2 -32 14" PATIO dJ DN (NEW) R=�.5" 5 T=11" 21- ' 12'-0" NEN ADDITION ROOF VENTILATION CALCULATION: PROVIDED BY 2" GONTINUOUS METAL VENT � GONTI NUOUS RI D6E VENT TYPICAL RG8O6.2 MINIMUM VENT AREA. THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. ATTIC, AREA = 262 SF (56 LINIAL FEET) TOTAL ATTI G AREA = 262 SF/150 = 1.75 SF REOU I RED TOTAL VENT AREA PROVIDED = (56 LINIAL FEET X 29/12 = q.53 SF PROVIDED GRAWL SPACE VENTILATION: 262 SF / 150 SF = 1.75 SF 1.75 SF / 0.8r-f SF PER VENT = I .Gf 7VENT (2 PROVIDED) WINDOW SGHFDULF WIDTH X HEI6HT OI 1'-4" X 5'-611, PIGTURE VINYL WINDOW, 0.50 U-VALUE O1'-4" X 5'-611, PIGTURE VINYL WINDOW, 0.30 U-VALUE O1'-4" X 2'-6 ", X CASEMENT VINYL WINDOW, 0.50 U-VALUE O10'-0" X VARRIES, PIGTURE VINYL WINDOW, 0.50 U-VALUE O1'-4" X 2-6 ", X CASEMENT VINYL WINDOW, 0.30 U-VALUE O6 4'-0" X 2-6 ", XO SLIDING VINYL WINDOW, 0.50 U-VALUE O4'-6" X 2'-6 ", XO SL I D I N6 VINYL WINDOW, 0.50 U-VALUE, TEMP. O4'-6" X 2-6 ", XO SL I D I N6 VINYL WINDOW, 0.30 U-VALUE, TEMP. WINDOW NOTES: 1.) NEW WINDOWS TO BE INSULATED LOW E, AR60N GAS FILLED, MINIMUM U-VALUE OF 0.50, $ NFRG GERTI F I ED, TYP. 2.) GONTRAGTOR TO VERIFY ALL ROUGH OPEN I N6 DIMENSIONS W/MANUFACTURER PRIOR TO FRAM I N6. DOOR SGHFDULF WIDTH X HE16HT OI 5'-O" X 6'-5 ", I NSWI NO DOOR, GLAZED, TEMP., 0.50 U-VALUE O2 8'-O" X 6'-8" XO SL I D I NO DOOR, GLAZED, TEMP., 0.30 U-VALUE DOOR NOTES: 1.) NEW DOORS TO BE INSULATED LOW E, AR60N GAS FILLED, MINIMUM U-VALUE OF 0.50, 1$ NFRG GERT I F I ED, TYP. 2.) GONTRAGTOR TO VERIFY ALL ROUGH OPENING DIMENSIONS W/MANUFACTURER PRIOR TO FRAMING. STROBL DESIGN LLC 1122NJST TACOMA, WA 98403 Phone: (206) 661-3622 12358 REGISTERED A H TECT JACOB A STROBL S ATE OF WASHINGTON LLI 0 IIz LI U 1 LLI ks) �J IIII II LLI Q CN O � Q �Lu V REVISIONS BY RESUB May 12 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 3/7/2023 Scale 1/4" = 1'-O" Drawn Job Sheet A4 0 0 NEW ADDITION EXISTING HOUSE TO REMAIN U.N.O. NORTH ELEVATION EAST ELEVATION 1/411 = 1'-0" 1/411 = 1'-011 (:4) BUILDING SEGTION 1/411 _ 11-011 SOUTH ELEVATION KEYNOTES O TYPICAL ROOF GONSTRUGTION GOMPOS I TE ROOF I N6 30# BU I LD I N6 PAPER ROOF SHEATHING PER STRUCTURAL R-38 GL05ED CELL INSULATION (NOT \/ENTED) MANUFAGTURED TRUSSES PER FRAMING PLAN O T'YPIGAL EXTERIOR WALL GONSTRUGTION SIDING PER ELEVATIONS 15# BU I LD I N6 PAPER SHEATH I N6 PER STRUGTURAL FRAMING PER PLAN WALLS: R-21 INSULATION. R-10 AT HEADERS. 2 "D I A. GONT . WOOD HANDRAIL 1-1/2" GLR. FROM WALL 0 N 0 w z O z O 3/4" RISER, (2)-2X HEADER W/LEDGER OR JOIST T1111P FH6RS. FOR GARRIA6E SUPPORT 1-1/411 TREAD, TYP. z j TREAD (REFER ,� < TO FLR.PLA 2X4 THRUST E3LOGK STAIR DETAIL 1/411 = 1'-011 O TYPIGAL FLOOR GONSTRUGTION FIN15H FLOORING 3/4" PLYWOOD -GLUE � SCREW JOISTS PER FRAMI N6 PLAN R-58 INSULATION O\/ER UNHEATED SPAGE Fg TYPIGAL GONGRETE SLAB (EXISTING SLAB) 4" GONGRETE 6 MIL. VAPOR BARRIER 611 CRUSHED ROCK 01 II = I 1-01I IL GONNEGTION 316NED _B AD ON THE 'SF ON ALL STROBL DESIGN LLC 1122NJST TACOMA, WA 98403 Phone: (206) 661-3622 12358 REGISTERED A H CT JACOB A STROBL lATE OF WASHINGTON LLI 0 IIz LI U1 I II II LLI O ks) �J II�� LLI Q N O � � � Q Lu REVISIONS BY RESUB May 12 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 3/7/2023 Scale 1/4" = 1'-0" Drawn Job Sheet A5 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 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, 98 MPH, RISK CATEGORY II, EXPOSURE "B" EARTHQUAKE. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS, Vs = 9.0 KIPS SITE CLASS=D, Ss=128, Sds=100, S1=45, SD1=56, Cs=0.154 SDC D (DEFAULT), le=1.0, R=6.5 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3.STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. 4.PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 6.CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION". 7.CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. &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. STRUCTURAL STEEL FABRICATION AND ERECTION PER AISC 360 SOIL CONDITIONS, FILL PLACEMENT, AND DENSITY PER TABLE 1705.E EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MANUFACTURER EPDXY GROUTED INSTALLATIONS PER MANUFACTURER PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH REQUIREMENTS. CONTINUOUS INSPECTION: INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED. GEOTECHNICAL 10.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 11.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. 12.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. 13.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 14.CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF fc = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. REQUIRED CONCRETE STRENGTH IS BASED ON THE DURABILITY REQUIREMENTS OF SECTION 1904 OF THE IBC. DESIGN STRENGTH IS f'c = 2,500 PSI. 15.REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FY = 60,000 PSI. 16.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 318-19, 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. 17.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" 18.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 19.CONCRETE SCREW ANCHORS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "TITEN HD" HEAVY DUTY SCREW ANCHOR AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2713 (CONCRETE), NO. ESR-1056 (CMU), INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SCREW ANCHORS INTO CONCRETE MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED. 20.EPDXY-GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG, TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2508. MINIMUM BASE MATERIAL TEMPERATURE IS 50 DEGREES, F. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDDED BAR TYPE AND DIMENSIONS, LOCATION, ADHESIVE IDENTIFICATION AND EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL AND OVERHEAD INSTALLATIONS. MASONRY 21.MASONRY VENEER, 5" MAXIMUM THICKNESS, SHALL BE ANCHORED TO MASONRY BACKING WALLS PER SECTION 1405.6 OF THE INTERNATIONAL BUILDING CODE WITH 7/8" x 22 GAUGE CORRUGATED CORROSION RESISTANT SHEET METAL OR NO. 9 GAGE WIRE ANCHORS MINIMUM. ANCHOR TIES SHALL BE SPACED SO AS TO SUPPORT NOT MORE THAN TWO SQUARE FEET OF WALL AREA AND SHALL BE SPACED NOT MORE THAN 32" O.C. HORIZONTALLY AND 25" O.C. VERTICALLY. ATTACHMENTS SHALL BE WITH CORROSION RESISTANT FASTENERS AND CONNECT TO FRAMING MEMBERS OR CONCRETE OR MASONRY BACKING. TIES SHALL HAVE A LIP OR HOOK ON THE EXTENDED LEG THAT WILL ENGAGE OR ENCLOSE A NO. 9 GAGE REINFORCEMENT WIRE. JOINT REINFORCEMENT SHALL BE CONTINUOUS WITH BUTT SPLICES BETWEEN TIES PERMITTED. 22.ADHERED MASONRY VENEER, 2-5/8" MAXIMUM THICKNESS, SHALL BE ADHERED TO BACKING WALLS PER SECTION 1405.10 OF THE INTERNATIONAL BUILDING CODE. ADHERED MASONRY SHALL BE ABLE TO DEVELOP SHEAR STRENGTH OF 50 PSI MINIMUM BETWEEN THE BACKING AND THE UNIT IN ACCORDANCE WITH ASTM C 482 OR SHALL BE ADHERED PER ARTICLE 3.3C OF TMS 602-2016. STEEL 23.STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON: A.AISC 360-16 AND SECTION 2205.2 OF THE INTERNATIONAL BUILDING CODE. B.JUNE 15, 2016 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES AMENDED AS FOLLOWS: AS NOTED IN THE CONTRACT DOCUMENTS, BY THE DELETION OF PARAGRAPH 4.4.1, AND REVISE REFERENCE FROM "STRUCTURAL DESIGN DRAWINGS" TO "CONTRACT DOCUMENTS" IN PARAGRAPH 3.1. C.SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 24.ANGLES SHALL CONFORM TO ASTM A36, FY = 36 KSI. CONNECTION BOLTS SHALL CONFORM TO ASTM A307. 25.SHOP PRIME ALL STEEL EXCEPT: A.MEMBERS WHICH WILL BE CONCEALED BY INTERIOR FINISHES. WOOD 265RAMING LUMBER SHALL BE S-DRY, KID, OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD No. 17, GRADING RULES FOR WEST COAST LUMBER, 2018, OR WWPA STANDARD, WESTERN LUMBER GRADING RULES 2017. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) 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 NO. 2 OR HEM -FIR NO.2 27.PREFABRICATED OPEN WEB WOOD TRUSSES (OR COMBINATION WOOD AND METAL) SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS, STIFFENERS, ETC., SHALL BE DETAILED AND FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. 28.PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16. FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24 WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 2971MBER 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. 30.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. 31.PRESERVATIVE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD U1 TO THE USE CATEGORY EQUAL TO OR HIGHER THAN THE INTENDED APPLICATION. TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO AWPA UC313. 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. 32.FASTENERS AND TIMBER CONNECTORS USED WITH TREATED WOOD SHALL HAVE CORROSION RESISTANCE AS INDICATED IN THE FOLLOWING TABLE, UNLESS OTHERWISE NOTED. WOOD TREATMENT CONDITION PROTECTION HAS NO AMMONIA CARRIER INTERIOR DRY G90 GALVANIZED CONTAINS AMMONIA CARRIER INTERIOR DRY G185 OR 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. IRPCTURAL NEEIIN 2124 Third Avenue - Suite ioo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2020 Swenson Say Faget - All Rights Reserved DRAWN: Tcv DESIGN: KDB CHECKED: RHR APPROVED: RHR REVISIONS: Permit Revision May 11, 2023 JURISDICTIONAL APPROVAL STAMP: RESUB May 12 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Goerlich Residence 9626 216th PI SW Edmonds, WA 98020 ARCHITECT: Strobl Design LLC Tacoma, WA 98403 ISSUE: Permit SHEET TITLE: General Notes UMIE.12/29/2022 PROJECT NO: 10963-2022-30 SHEET NO: S1.1 General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS 33.WOOD FASTENERS A.NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 6d 2" 0.113" 8d 2-1/2" 0.131" 10d 3" 0.148" 12d 3-1/41' 0.148" 16d BOX 3-1/21' 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. 34.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. 35.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 NO.6 X 1-1/4" TYPE S OR W SCREWS @ 8" ON -CENTER. UNLESS INDICATED OTHERWISE, 1/2" (NOMINAL)APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6" ON -CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN -SUPPORTED EDGES)AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12" ON -CENTER ALLOW 1/8" SPACING AT ALL PANEL EDGES AND PANEL ENDS. C.FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING BETWEEN RAFTERS AND JOISTS AT ALL BEARING POINTS WITH A MINIMUM OF (3) 16d TOE NAILS EACH END. TOE -NAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12" ON -CENTER. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6" ON -CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" ON -CENTER TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/81' 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. MOCTURAL NEIMIN 2124 Third Avenue - Suite ioo - Seattle, WA 98121 P:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2020 Swenson Say Faget - All Rights Reserved DRAWN: Tcv DESIGN: KDB CHECKED: RHR APPROVED: RHR REVISIONS: LPermit Revision May 11, 2023 JURISDICTIONAL APPROVAL STAMP: RESUB May 12 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Goerlich Residence 9626 216th PI SW Edmonds, WA 98020 ARCHITECT: Strobl Design LLC Tacoma, WA 98403 IS Permit SHEET TITLE: General Notes SCALE: DATE: 12/29/2022 PROJECT NO: 10963-2022-30 SHEET NO: S102 EXISTING ADDITION RETAINING WALL FTG. 10/S3.1 WHERE RETAINING HEIGHT EXCEEDS 3-6" I--- —--—------------- ------------------------------------------------------I „-------------------------------------------------------------------I L------ - - - - - - ------------------------------------------------------- -------------- ---------------------- ------------ -- - - - - -- - - - - -- - - - ------------------ - - - - -- - `■ . ..... ■ .. ■ ■ ■ ■ ■ ■ ■ .. ■ .. ■ . I I ■ II �I I II ��� i I ■ ■ I I I I I I ■ ■ I � I I ■ : ■ I I I II II I ' ■ I I I I I I ■ ■ I I_I I I I ■ ■ I I I I ■ ■ EXISTING' ■ ■ I (E) CRAWLSPACE I , I I : • I II � I I :■ SLAB ON GRADE ; I I 1 X \ I I ; ■ I I � UJ I ■ � ■ #4 x 2'-6" TO MATCH ; X HORIZ. REINF, EMBED 6" 12/S3.1 INTO (E) CONC. W/ EPDXY GROUT ■ I I +`0 I II - � ■ EXIS N6 H '- - -' ■ ■ I %N� U1 I I T ■ I I UJ � I I : ■ VjL ■ ■ 2'-0" SQ. x 10" d . FTG. I I I p :■ W/ (3) #4 BOT EA. WAY • ■ I I � II :■ 17777 I II I I ■ ■ ■ z ; ■ .Z� : ■ ■ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ... ■ ■ ■ ■ ■ I I I I I I I I 11/S3.1 , 11/S3.1 , I I I I I I ■ ® ® ■ I I I I I 2'-0" SQ. x 10" dp. FTG. W/ ` - - - - - - - (3) #4 BOT EA. WAY I I ---------------------------------- LEGEND FOUNDATION PLAN ;...' (N) FOOTING - - - 1 .... J (E) FOOTING (N) STRUCTURAL WALL ABOVE (E) STRUCTURAL WALL ABOVE 0 (N) CONCRETE STEM WALL .� HOLDOWN PER PLAN PLAN NOTES ti SCALE 1/4" = V-0" 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. NEW SLABS ON GRADE SHALL BE 4" MINIMUM THICKNESS. REINFORCE WITH W/ 6x6 W1.4xW1.4 W.W.M. CENTERED IN SLAB. PROVIDE 10 MIL VAPOR VARRIER BELOW SLAB OVER 4" MINIMUM FREE DRAINING GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL. 4. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. L ENNEEN 2124 Third Avenue - Suite ioo - Seattle, WA 98121 P:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2020 Swenson Say Faget - All Rights Reserved Xq ! DRAWN: Tcv DESIGN: KDB CHECKED: RHR APPROVED: RHR REVISIONS: ZL Permit Revision May 11, 2023 JURISDICTIONAL APPROVAL STAMP: RESUB May 12 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Goerlich Residence 9626 216th PI SW Edmonds, WA 98020 ARCHITECT: Strobl Design LLC Tacoma, WA 98403 ISSUE: Permit SHEET TITLE: Foundation Plan SCALE: DATE: 12/29/2022 PROJECT NO: 10963-2022-30 SHEET NO: S201 7-7---- ,—,---- 7-7 LEGEND MAIN FLOOR FRAMING PLAN Wx SHEARWALL PER SCHEDULE DIRECTION OF FRAMING PLAN NOTES <> EXTENT OF FRAMING BEAM/HEADER O # OF BUNDLED STUDS CHANGE IN ELEVATION C HANGER (N) STRUCTURAL WALL BELOW (E) STRUCTURAL WALL BELOW (E) EXISTING (N) NEW HOLDOWN PER PLAN C.T.V. CONTRACTOR TO VERIFY ALL NEW EXT. WALL SHALL BE W6 TYP. U.N.O. _ AT VENEER, PROVIDE WALL TIES PER DTL. 6/S3.1 TYP. _ STEEL LINTEL PER DTL. 8/S3.1 SCALE 1/4" = 1'-0"VP \ 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. 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. 3. PROVIDE (2) BEARING STUDS AT EACH END OF ALL HEADERS AND BEAMS UNLESS NOTED OTHERWISE. 4. ALL NEW EXTERIOR WALLS SHALL BE W6 PER SHEARWALL SCHEDULE TYP. U.N.O. 5. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. SM L ENSINEEZIONG 2124 Third Avenue - Suite ioo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2020 Swenson Say Faget - All Rights Reserved !�` DRAWN: Tcv DESIGN: KDB CHECKED: RHR APPROVED: RHR REVISIONS: ZL Permit Revision May 11, 2023 JURISDICTIONAL APPROVAL STAMP: RESUB May 12 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Goerlich Residence 9626 216th PI SW Edmonds, WA 98020 ARCHITECT: Strobl Design LLC Tacoma, WA 98403 ISSUE: Permit SHEET TITLE: Framing Plan UMIE.12/29/2022 PROJECT NO: 10963-2022-30 SHEET NO: S202 LEGEND Wx SHEARWALL PER SCHEDULE DIRECTION OF FRAMING <> EXTENT OF FRAMING BEAM/HEADER CHANGE IN ELEVATION C HANGER (N) STRUCTURAL WALL BELOW n (E) STRUCTURAL WALL BELOW (E) EXISTING (N) NEW C.T.V. CONTRACTOR TO VERIFY a 6x6 POST W/ (2) A35 T&B EXISTING I ADDITION CS16x 2'-6" TYP. WHERE SHOWN (2) 2x8 HDR. (2) 2x8 HDR. (E) HDR. TYP. U.N.O. ROOF FRAMING PLAN PLAN NOTES 2x8 HDR 2/S4.1 4/S4.1 I )lI, (2) 2x8 HDR. PRE-MANUF SCISSOI TRUSSES @ 24" oc 410 HDR. 2 1-� =uu= <I4/S4.1 ALL NEW EXT. WALL SHALL BE W6 TYP. U.N.O. SCALE 1/4" = 1'-0" 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. TYPICAL NEW ROOF FRAMING CONSISTS OF ROOFING PER ARCHITECTURAL DRAWINGS OVER 1/2" CDX OR 7/16" OSB APA RATED SHEATHING (EXPOSURE 1), FACE GRAIN PERPENDICULAR TO TRUSSES PER PLAN. NAIL ROOF SHEATHING W/ 8D AT 6" OC AT PANEL EDGES AND OVER SHEARWALLS, AND AT 12" O.C. FIELD. 3. PROVIDE (2) BEARING STUDS AT EACH END OF ALL HEADERS AND BEAMS UNLESS NOTED OTHERWISE. 4. PROVIDE AC, ACE, PC, EPC, LPC OR LICE COLUMN CAP AT ALL WOOD BEAM TO POST CONNECTIONS U.N.O. 5. ALL NEW EXTERIOR WALLS SHALL BE W6 PER SHEARWALL SCHEDULE TYP. U.N.O. 6. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. SM L ENGINEERING 2124 Third Avenue - Suite ioo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2020 Swenson Say Faget - All Rights Reserved X DRAWN: Tcv DESIGN: KDB CHECKED: RHR APPROVED: RHR REVISIONS: ZL Permit Revision May 11, 2023 JURISDICTIONAL APPROVAL STAMP: RESUB May 12 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Goerlich Residence 9626 216th PI SW Edmonds, WA 98020 ARCHITECT: Strobl Design LLC Tacoma, WA 98403 ISSUE: Permit SHEET TITLE: Framing Plan UM ' E. 12/29/2022 PROJECT NO: 10963-2022-30 SHEET NO: S203 PANEL EDGE NAILING OVER Al HOLDOWN (where occurs) A35 PER SHEARWALL PER PLAN W/ 5/8" DIA. SCHEDULE THREADED ROD, EMBED 12" VERTICAL GRAIN BLKG. TO HOLDOWN SCHEDULE r MATCH HOLDOWN STUDS/POST P.T. 2x LEDGER TO MATCH SHEARWALL PER PLAN (4) 8d INTO EA. BLOCK DECK FRAMING (U.N.O.) W/ NAILING PER SHEARWALL a JOIST DIRECTION AND (3) ROWS SIDS 1/4x 4-1/2" SCHEDULE (typ.) SHEATHING PER PLAN SCREWS @ 16" oc 2x RIM JOIST - DECKING PER ARCH. (u.n.o. on plan) I ;r SHEATHE AND NAIL CRIPPLE L WALL TO MATCH WALL ABOVE, (2) #4 CONT. TOP PROVIDE POST TO MATCH WHERE JOISTS ARE PARALLEL co 1 (1 ea. side of a.b.) HOLDOWN POST ABOVE & PROVIDE 2x BLKG. @ 48"oc L DBL. STUD ON OPPOSITE " (2) 16d THRU EA. r ,E SIDE OF ALL -THREAD JOIST OR BLOCK P.T. DECK JOISTS T REINF. PER RETAINING _ oo ' P.T. 2x6 PLATE W/ A.B. PER PER PLAN _ °° �; WALL SCHEDULE E t� SHEARWALL SCHEDULE (U.N.O.) (5/8"0 @ 48"oc elsewhere) ;; /�\/\/ -\\/\\/\\/\\/\\/\//\ �i\i\i\i\i\i\i� LUS SERIES HANGER r; H' PER RETAINING /\////SLAB ON GRADE PER PLAN WALL SCHEDULE \�/� /\ „ #4 @ 12 oc HORIZ. 2 4 CONT. TOP () # (1 ea. side of a.b.) ° .) F= CTRD. \/ t E #4 @ 18 oc VERT. /\\ CTRD. (alt. bends)\/\/\\ ° �74' o j�// /XN SLAB ON GRADE PER PLAN ■ RETAINING WALL / \/\\/\\/\\/\\ \/ SCHEDULE �' //\/ • \\/� ALL FASTENERS INTO PRESSURE \ j\\ (2)#4 CONT. BOT. TREATED WOOD SHALL BE GALV. SEE 4/S3.1 FOR �- - - jj\j�\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\jj\ '` '` �''/ ' �' �'' OR STAINLESS STEEL PER CALLO UTS IN COMMON \/\/\/\/\/\/\/\/\/\/\/\/\/ GENERAL NOTES SEE 4/S3.1 FOR • REFER SHEARWALL SCHEDULE FOR 2 CALLOUTS IN COMMON 3 ADDITIONAL RIM & SILL PLATE SIZE REQUIREMENTS 4 I I VENEER PER ARCH. (where occurs) ATTACH I TO WALL PER 6/S3.1 I a I I I I AIR GAP PER ARCH. L 6x4x3/8 LINTEL W/ I I SHEARWALL PER PLAN VENEER PER ARCH. > (2) SDS1/4x3 SCREWS I I BUTT —SPLICE 9ga INTO EA. STUD I I BETWEEN TIES WIRE 7 I I I At Stud #10 x 2" CORROSION � � 1/2 RESISTANT SCREW (2) #4 CONT. TOP N I I (1 ea. side of a.b.) I ■ #4 @ 18" oc VERT. (2 CURTAINS) I NOTES: VENEER PER ARCH. � VENEER PER ARCH. .I I I SHEARWALL PER PLAN (where occurs) ATTACH I • VENEER TIES SHALL BE SPACED STUD WALL PER PLAN #4 @ 18" oc HORIZ. (2 CURTAINS) TO WALL PER 6/S3.1 I I SO AS TO SUPPORT NOT MORE THAN TWO SQUARE FEET OF WALL I I AREA AND SHALL NOT BE SPACED MORE THAN 32"oc HORIZONTALLY 22 GAGE x 1" GALVANIZED TIES _cal AND 18"oc VERTICALLY (2) #4 CONT. BOT. ■ ° ° ° Brick Veneer Ties L 6x4x3/8 LINTEL W/ HDR. PER PLAN CD T 3" CLR. — (2) SDS1/4x3 SCREWS @ 12"oc WALL BELOW (beyond) 4„ 10" 4" At Header SEE 4/S3.1 FOR CALLOUTS IN COMMON 7 8 LEVEL BACKFILL Retaining Wall Schedule W/ Slab POST, PLINTH, & FTG. POST, PLINTH, & FTC. H (ft.) 131 is B2 tf Stem Reinforcing Footing Reinforcing Vert. Horiz. Top Longit. PROVIDE FREE —DRAINING i 3'-0' 6' 8' 5' 9"" #4 0 12"oc #4 0 12'oc — (2)#4 POST PER PLAN MATERIAL 4'-0" V-0" 8" 5" 9" #4 ® 12"oc #4 0 12"oc — (3)#5 ABU SERIES 10"sq. PLINTH REINF. W/ POST BASE W/ POST PER PLAN PLACE SLAB PRIOR TO 6'-0" 2'-3" 8" 8' 10" #5 ®12"oc #4 ®12"oc - (4)#4 (4)#4 x L VERT. & #3 x 0 /8x7 �A.B. BACKFILLING WALL i 1 /2" clr. ® #4's & #5's 2" clr. ® #6's & #7's 8-0" 2-9" 10" 1-3" 14" #5 12" oc #4 ®12" oc #5 12" oc (5)#5 » @ 6 OC W/ (3)#3 X IN ABU SERIES BASE W/ SLAB ON GRADE FOOTING DRAIN 10'-0" S-9' 10" 1'-9" 16" #7 0 10"oc #4 ® 12"oc #6 0 12"oc (6)#6 TOP 5" OF PLINTH SLAB ON GRADE 5/8" 0 x 7" A.B. PER PLAN BY OTHERS '00 ._' PER PLAN Ti E FOOTING SIZE & j REINF. PER PLAN j� B1 is 62 ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV. y�%\"��\���\���\���\���\���\���\��\���\�� OR STAINLESS STEEL PER ''�\'�\'� GENERAL NOTES FOOTING SIZE &REINF. PER PLAN 10 11 12 L ENNEEN 2124 Third Avenue - Suite ioo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2020 Swenson Say Fagdt - All Rights Reserved DRAWN: TCV DESIGN: KDB CHECKED: RHR APPROVED: RHR REVISIONS: LPermit Revision May 11, 2023 JURISDICTIONAL APPROVAL STAMP: RESUB May 12 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJECT TITLE: Goerlich Residence 9626 216th PI SW Edmonds, WA 98020 ARCHITECT: Strobl Design LLC Tacoma, WA 98403 ISSUE: Permit SHEET TITLE: Concrete Details SCALE:� UA I r_' 12/29/2022 PROJECT NO: 10963-2022-30 SHEET NO: S301 (2) 16d EA. OUTRIGGER TO TOP R 8d @ Coc (5) 8d INTO EA. OUTRIGGER 2x FLAT BLKG. BTWN. OUTRIGGERS W/ 16d @r-r- FLAT OUTRIGGERS Coc TO TOP R @ 24"oc 8d @ Coc � TRUSS &SHEATHING (3)16d EA. BLOCK /-8d » @ 6 oc INTO 8d @ 6" oc (E) TRUSS &SHEATHING VARIES2x TRUSSES & SHEATHING PER PLAN FULL DEPTH BLOCKING (may be drilled for venting) PER PLAN BLOCKINGhJOISTS AND FASCIA PERSHEATHING (2)16d TOENAILS 16d @ 6" oc ARCH.PER THRU PLAN THRU EA. JOIST OUTRI NAILING PEROUTRIGGER SHEARWALL SCHEDULE (N) TRUSS &SHEATHINGper arch. FASCIA PER ARCH. PRE—MANUF. TRUSS (1'4max.) V PER PLAN NAILING PER SHEARWALL SCHEDULE2x4 per arch. H1 EA. TRUSS —4- 7 HEADER/BEAM BEAM PER PLAN i� SHEARWALL PER PLAN PER PLAN SHEARWALL PER PLAN HEADER/BEAM PER PLAN 1 2 3 4 Shearwall Schedule 0000©O SAWN OR MFR. 16d NAILING LUMBER. 2x MIN. PER SCHEDULE SEE NOTES FOR Panel Edge Top Plate Connection Base Plate Connection Mark Sheathing Nailing if TJI if Woods at Wood @ at Concrete ADDITIONAL 2x NAILER REQUIREMENTS 1/2" MAX. TO' W6 15/32" CDX PLYWOOD 8d ® 6"oc 16d ® 6"oc A35 ® 24"oc 16d ® Coc 5/8"0 A.B. ® 48"oc 16d NAILING EDGE OF 88 W4 15/32" CDX PLYWOOD 8d 0 4"oc 16d ® 4"oc A35 0 16"oc (2)rows 16d ® 6"oc 5/8"0 A.B. ® 32"oc PER SCHEDULE WASHER W3 ® 15/32" CDX PLYWOOD 8d 0 3"oc (2)rows 16d 0 4"oc A35 ® 12"oc (2)rows 16d 0 6"oc 5/8"0 A.B. ® 24"oc Detail A D" C W2 ® 15/32" CDX PLYWOOD 8d 0 2"oc (2)rows 16d 0 4"oc A35 0 9"oc (2)rows 16d 0 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. 3/8" 1/2" OO 8d NAILS SHALL BE 0.131"0 x 2 1/2" (common) - 16d NAILS SHALL BE 0.135"0 x 3 1/2" (box) min typ. O EMBED ANCHOR BOLTS AT LEAST 7". DRILLED AND EPDXIED THREADED ROD MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 6" EMBEDMENT. 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. PLYWOOD EDGE NAILING j EDGE ® 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF W3 AND W2. / OVER EA. STUD \ j N �, - � SEE DETAIL B. WHERE 3x STUDS ARE USED FOR W2, STAGGER NAILS AT ADJOINING PANEL EDGES. e9 e9 OO 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. 16d NAILING PER SCHEDULE _ _ © ALL EXTERIOR WALLS SHALL BE W6, UNLESS NOTED OTHERWISE. Detail B 0 7 16" O.S.B. MAY BE SUBSTITUTED FOR 15 32" CDX. PLAN VIEW AT ABUTTING PANEL ® LTP4's (HORIZONTAL ORIENTATION) W/ 8d COMMON MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. EDGES OF W3 & W2 RIM Os A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. Detal D to 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) 6 7 8 9 10 11 12 L IONEEPANG 2124 Third Avenue - Suite ioo - Seattle, WA 98121 p:2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P:253•z84.9470 ssfengineers.com Copyright 2020 Swenson Say Faget - All Rights Reserved _ DRAWN: TCV DESIGN: KDB CHECKED: RHR APPROVED: RHR REVISIONS: LPermit Revision May 11, 2023 _ JURISDICTIONAL APPROVAL STAMP: RESUB May 12 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT _ PROJECT TITLE: Goerlich Residence 9626 216th PI SW Edmonds, WA 98020 _ ARCHITECT: Strobl Design LLC Tacoma, WA 98403 _ ISSUE: Permit SHEET TITLE: Wood Framing Details SCALE: UM E. 12/29/2022 PROJECT No: 10963-2022-30 SHEET NO: S401