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APPROVED PLN BLD RESUB2 BLD2022-1465+Architectural_Plan+11.15.2023_12.34.44_PM+3902280GENERAL 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 PROJECT DESIGNER. 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 PROJECT DESIGNER. 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 PROJECT DESIGNER 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 PROJECT DESIGNER. LIFE SAFETY GUARDRAILS OR HANDRAILS SHALL BE PROVIDED ON ALL OPEN SIDES OF STAIRS OR ELEVATED PLATFORMS. GUARDRAILS SHALL NOT BE LESS THAN 361, HIGH. HANDRAILS SHALL BE BETWEEN 34" AND 38" ABOVE STAIR NOSING. OPENINGS SHALL RESTRICT A 4" DIAMETER SPHERE FROM PASSING THROUGH. HANDGRIPS SHALL NOT BE LESS THAN 1 1/4" NOR MORE THAN 2" IN CROSS -SECTIONAL DIMENSION. RETURN HANDRAILS AT ENDS. DOOR AND WINDOW NOTES WINDOW SUPPLIER SHALL REFER TO EXTERIOR ELEVATIONS AND SCHEDULES FOR CONFIGURATION AND OPERATION OF ALL WINDOW AND DOOR UNITS. MAINTAIN ALIGNMENTS AND FORMATS TO MEET DESIGN INTENT; ADJUST ROUGH OPENINGS AS NECESSARY. SUBMIT SHOP DRAWINGS FOR APPROVAL. ALL WINDOWS AND DOORS TO BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. WINDOWS LABELED "EGRESS" ON DRAWINGS SHALL FULFILL FOLLOWING REQUIREMENT: 5.7 SF MIN. NET CLEAR OPEN AREA; 20" MIN. CLEAR OPEN WIDTH; 24" MIN. CLEAR OPEN HEIGHT; 44" MAX. SILL HEIGHT. EXTERIOR DOORS SHALL HAVE MIN. 1/2" THROW ON DEAD BOLT OR DEAD LATCH AND VISITOR OBSERVATION PORT. WINDOWS WITHIN 10' OF GRADE OR ACCESSIBLE DECK MUST BE CAPABLE OF BEING LOCKED. ALL LOCKS, INCLUDING DOOR LOCKS, MUST BE ABLE TO BE OPENED WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. WINDOWS WITHIN 24" OF A DOOR AND WITHIN 60" OF FLOOR, WINDOWS WITHIN 18" OF FLOOR, GLAZED DOORS, AND ALL SHOWER OR TUB ENCLOSURES SHALL HAVE SAFETY GLAZING. MISCELLANEOUS INSTALL DRAFT STOPS IN FLOOR -CEILING ASSEMBLIES SO THAT CONCEALED SPACE DOES NOT EXCEED 1000 SF. FIRE BLOCK PER IRC R903. SOLID FUEL -BURNING APPLIANCES, INCLUDING FIREPLACES, SHALL HAVE TIGHT FITTING METAL OR GLASS DOORS AND OUTSIDE SOURCE OF COMBUSTION AIR, WITH AN OPERABLE DAMPER, DIRECTLY CONNECTED TO THE FIRE BOX, AND TIGHT -FITTING, READILY OPERABLE FLUE DAMPER OR APPROVED AUTOMATIC CONTROL. METAL FIREPLACES AND CHIMNEYS MUST BE UL- OR ICC- APPROVED AND MUST BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. PROJECT INFORMATION OWNER NAME: STEVEN & AMBER PACQUER SITE ADDRESS: 18306 OLYMPIC VIEW DR EDMONDS, WA 98020 PARCEL #: 00565600201100 ZONING: RS-12 BUILDING HEIGHT: 25'-0" MAX LEGAL DISCRIPTION: SEAHURST PLAT OF BLK 002 D-00 - LOT 11 SUBJ ESE EDMONDS PROPOSED MAIN FLOOR ADDITION = 414 SF PROPOSED LOWER LEVEL ADDITION = 546 SF DRAWING INDEX Al GENERAL NOTES, PROJECT DATA, DRAWING INDEX, & LEGEND A2 SITE PLAN (INCLUDED AS INDIVIDUAL SHEET) SURVEY (INCLUDED AS INDIVIDUAL SHEET) A3 EXISTING FLOOR PLANS A4 FLOOR PLANS & WINDOW/DOOR SCHEDULE A5 ELEVATIONS A6 ELEVATIONS A7 SECTIONS & DETAILS S1.0 STRUCTURAL NOTES S2.1 FOUNDATION PLAN S2.2 FLOOR & ROOF FRAMING P S3.1 STRUCTURAL DETAILS S3.2 STRUCTURAL DETAILS S3.3 STRUCTURAL DETAILS APPROVED BY PLANNING Nov 28 2023 Separate Plumbing Permit Required. Please apply via MyBuildingPermit.com City Of Edmonds Building Department Work ADDITION/DECK Address 18306 OLYMPIC VIEW DR - -- Owner PACQUER Approved Date 'f 1 28 2023 Building Official Er�Ci Permit Number BLD2022-1465 ---------------------------- Pin Pile and Epoxy Anchors installation shall be witnessed by a qualified third party inspector. See signed Special Inspection form for more information .Provide reports to City Inspector. Interconnected Smoke Alarms Are A Requirement I Of This Permit In Accordance With R314.2.2 OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE ENERGY CODE NOTES REQUIREMENTS OF THE 2018 WASHINGTON STATE ENERGY CODE SHALL BE FOLLOWED. PRESCRIPTIVE ENERGY CODE COMPLIANCE CLIMATE ZONE 4C MARINE GLAZING U-VALUE, VERTICAL: MAX. ALLOWED: 0.30 PROPOSED: 0.28 GLAZING U-VALUE, OVERHEAD: MAX. ALLOWED: 0.50 PROPOSED: 0.50 DOOR U-VALUE: MAX. ALLOWED: 0.30 PROPOSED: 0.28 CEILING INSULATION: REQUIRED: R-49 PROPOSED: R-49 VAULTED CEILING INSULATION: REQUIRED: R-38 PROPOSED: R-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 A3. ENERGY INFORMATION TABLE WSEC R406.2 1.) ADDITIONS UNITS GREATER THAN 500 SF BUT LESS THAN 1500 SF = 3.0 CREDITS SELECTED OPTIONS: FUEL NORMALIZATION DESCRIPTIONS HEATING OPTION 2 - HEAT PUMP = 1.0 CREDIT 1.3 EFFICIENT BUILDING ENVELOPE VERTICAL FENESTRATION U=0.28, FLOOR R-38 =.5 CREDITS 3.4 HIGH EFFICIENCY HVAC EQUIPMENT OPTIONS DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM, ZONAL CONTROL: IN HOMES WHERE THE PRIMARY SPACE HEATING SYSTEM IS ZONAL ELECTRIC HEATING, A DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM WITH A MIN. HSPF OF 10.0 SHALL BE INSTALLED AND PROVIDE HEATING TO THE LARGEST ZONE OF THE HOUSING UNIT. =2.0 CREDITS 5.3 EFFICIENT WATER HEATER ENERGY STAR RATED GAS WATER HEATER W/MIN UEF OF 0.91 =1.0 CREDITS TOTAL CREDITS REQUIRED: 3.0 TOTAL ACHIEVED: 4.5 WSEC R401.3 INSULATON 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 75 PERCENT OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH EFFICACY LAMPS. FANS SHALL VENT DIRECTLY TO EXTERIOR OF THE BUILDING. FANS TO OPERATE CONTINUOUS. VAPOR RETARDERS SHALL BE INSTALLED AS SPECIFIED IN WSEC R502.1 EXTERIOR JOINTS SHALL BE SEALED, CAULKED, GASKETED, OR WEATHERSTRIPPED. EXHAUST OPENINGS M1504.3 AIR EXHAUST OPENINGS SHALL TERMINATE AS FOLLOWS: 1.) NOT LESS THAN 3 FEET FROM PROPERTY LINES. 2.) NOT LESS THAN 3 FEET FROM GRAVITY AIR INTAKE OPENINGS, OPERABLE WINDOWS AND DOORS. 3.) NOT LESS THAN 10 FEET FROM MECHANICAL AIR INTAKE OPENINGS EXCEPT WHERE THE EXHAUST OPENING IS LOCATED NOT LESS THAN 3 FEET ABOVE THE AIR INTAKE OPENING. OPENINGS SHALL COMPLY WITH SECTIONS R303.5.2 AND R303.6. HABITABLE ROOMS - PER R303.1 HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF FLOOR AREA OF SUCH ROOMS. NATURL VENTILATION SHALL BE THROUGH WINDOWS, SKYLIGHTS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABE BY THE BUILDING OCCUPANTS. THE OPENABLE AREA TO THE OUTDOORS SHALL BE NOT LESS THAN 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. EXCEPTIONS: 1.) THE GLAZED AREAS NOT BE OPENABLE WHERE THE OPENING IS NOT REQUIRED BY SECTION R310 AND WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM IS INSTALLED IN ACCORDANCE WITH SECION M1505 2.) THE GLAZED AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION 1 IS SATISFIED AND ARTIFICIAL LIGHT IS PROVIDED THAT IS CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 FOOTCANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30" ABOVE THE FLOOR LEVEL. PER WSEC TABLE R402.1.1 - WINDOW & DOOR HEADERS SHALL BE INSULATED WITH A MINIMUM OF R-10 INSULATION LEGEND SYMBOL DESCRIPTION 2 X 6 STUDS AT 16" ON CENTER 2 X 4 STUDS AT 16" ON CENTER EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED BEARING WALL r POST OR POINT LOAD ABOVE - BEAM OR HEADER ❑ POST DIRECTION OF JOIST OR TRUSS SPAN (CANTILEVER DASHED) EXTENT OF JOISTS OR TRUSSES CHANGE IN LEVEL 1 DETAIL NUMBER/ SHEET ON WHICH DETAIL IS Al SHOWN 1 SECTION NUMBER/ SHEET ON WHICH SECTION IS Al SHOWN 1 ELEVATION NUMBER/ SHEET ON WHICH Al ELEVATION IS SHOWN P1-6 SHEAR WALL PANEL TYPE PER SHEAR WALL 1x SCHEDULE/ SHEAR WALL NUMBER OWINDOW NUMBER - SEE WINDOW SCHEDULE ODOOR NUMBER - SEE DOOR SCHEDULE A SHOWER HEAD HOSE BIB TL 4" TIGHT LINE FD 4" PERFORATED DRAIN PD 4" PERFORATED FOUNDATION DRAIN FF FILTER FABRIC FENCE 0DS DOWNSPOUT EXISTING CONTOUR PROPOSED CONTOUR + 123.4 EXISTING SPOT ELEVATION + 123.4 PROPOSED SPOT ELEVATION REVISION +SD SMOKE DETECTOR 0CMD CARBON MONOXIDE DETECTOR EXHAUST FAN 0 THERMOSTAT ABBREVIATIONS B.O.W. BOTTOM OF WALL C.B. CATCH BASIN CL CENTERLINE C.O. CLEAN OUT CONC. CONCRETE CMU CONCRETE MASONRY UNITS DN DOWN EL. ELEVATION EQ. EQUAL E EXISTING EW EACH WAY EXT'G EXISTING F.F.E. FINISHED FLOOR ELEVATION O/C ON CENTER P/B PLANTING BED SIM SIMILAR T.O.W. TOP OF WALL TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.I.F. VERIFY IN FIELD W/ WITH STROBL DESIGN LLC 1122NJST TACOMA, WA 98403 PHONE: (206) 661-3622 12358 REGISTERED A H CT JACOB A STROBE S ATE OF WASHINGTON LU U Z LU 0 W LU o o w_ o 00 U > rn U Q U) o v0z Q � 0 0 a_ =00 C) LU REVISIONS BY 6/7/2023 JS RESUB Nov 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 11 /22/2022 Scale Drawn Job Sheet GRAPHIC SCAL. 5 0 5 10 1 INCH =10 FT. LEGAL DESCRIPTION LOT 11 IN BLOCK 2 OF PLAT OF SE) 9 OF PLATS, PAGE 90 IN SNOHOMIE COUNTY AUDITOR; SITUATE IN THE CITY OF EDMONDE WASHINGTON. BASIS OF BEARINGS ACCEPTED THE CALCULATED BEA] MONUMENTS ALONG THE CENTER] GENERAL NOTES � " 1 11 ' 1V.V DE- "FFJL' / SET/FOUND NAIL 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. ►:t FOUND MONUMENT IN CASE 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND LEICA TS 16 ROBOTIC TOTAL STATION AND/OR LEICA GS16 GPS RECEIVER. O EPP ELECTRIC POWER POLE PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. OHP OVERHEAD POWER 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN DECEMBER 2019 AND CAN ONLY BE CONSIDERED AS INDICATING p WOOD FENCE THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS X X CHAIN LINK FENCE OTHERWISE NOTED. \\\\\\\\\\\\ BUILDING LINE JOB NO. 19101 PAGE. 1 OF 1 CONCRETE RETAINING WALL [NE 1 /4, NE 1 /4, SEC. 13, T. 27 N., R. 3 E., W.M. C 2019, BBA LAND SURVEYING, INC., ALL RIGHTS RESERVED RECORDER'S CERTIFICATE SURVEYOR'S CERTIFICATE RECORD OF SURVEY A. &o Ph: 206.406.1257 THIS MAP CORRECTLY REPRESENTS A SURVEY MADE WA nicoleb@bbasurveying.com FILED FOR RECORD THIS DAY OF BY ME OR UNDER MY DIRECTION IN CONFORMANCE ��Q��, F g �`~ti�v kj�c�� www.bbasurveying.com 2019 AT MIN BOOK OF SURVEYS, PAGE AT THE REQUEST OF BBA LAND SURVEYING, INC. WITH THE REQUIREMENTS OF THE SURVEY STEVEN PACQUER 0 _ _ A RECORDING ACT AT THE REQUEST OF STEVEN PACQUER. 18306 OLYMPIC VIEW DR 46 6 AUDITOR DEPUTY AUDITOR CERTIFICATE NO.: 46876 EDMONDS, WA 98020 U) Co � O U W H CON O Z�z 2,2 U p W z m Cl) a 0, EL J_ = W > !oo _ O J Z 00 `� Q � `SONOW43 Z "0 M m � a m U- OZO96 VM (� o 0 o 0 ba M31A OIdNA-10 90M L z 0 w � � Q DON301SD2J �IEin?DOVd co cll OU 0 N (� > LU /'� V) 0 ¢ '� o w oco U) O STORAGE EXISTING z (EXISTING) WINDOW coO XO 0 I LSTING)OSET (EXI IEXISTING � WINDOW OFFICE i z (EXISTING) z w X J W a EXISTING zz_ WINDOW ~ MASTERBEDROOM w (EX I TING) I EXISTING EXISTING WINDOW IUP EXISTING EXISTING EXISTING EXISTING WINDOW F1611DOW WINDOW SLIDER DECK I (EXISTING) UP — — I IL I z Q J m I D W m (n O I � I DD BATHROOM G (EXISTING)\5'��`� cD z ® w U UTILITY RM W (EXISTING) � D z W 0 z X W EXISTING %nnninnXAl EXISTING WINDOW UP EXISTING WALK IN CLOSET (EXISTING) EXISTING WINDOW (EXISTING) I I I GAS METER EXISTING WINDOW O I (t) O I Z ^J I.'.L ry 0 0 J LL Z Q C� Z_ U) X LU 0 NEW WINDOW NEW AT EXISTING INFILL WINDOW 10' BUILDING 10 OPENING, EXISTING 9 AT EXISTING XISTIN TEMP. WINDOW OPENING 10' BUILDING 1 V-84„ SETBACK 1 V-81" DOOR SETBACK / ��_,�,�� �'-01, �� 2'484" / BENCH m� PROPOSED MAIN FLOOR PLAN WINDOW SCHEDULE NEW WINDOW AT EXISTING OPENING,TEMP. WINDOW SCHEDULE x m m EXISTING WINDOW 1/4" = 1'-0" EXISTING WINDOW WIDTH X HEIGHT WIDTH X HEIGHT 1O 5'-0" X 6'-0", PICTURE WINDOW, 0.28 U-VALUE, TEMP. 14 2'-0" X 5'-0", PICTURE WINDOW, 0.28 U-VALUE, TEMP. 2O 5'-0" X 6-0", PICTURE WINDOW, 0.28 U-VALUE, TEMP. 15 5'-0" X 5'-0", PICTURE WINDOW, 0.28 U-VALUE, TEMP. O3 2'-0" X 6'-0", PICTURE WINDOW, 0.28 U-VALUE, TEMP. WINDOW NOTES: 4O 5'-0" X 6'-0", PICTURE WINDOW, 0.28 U-VALUE, TEMP. 1.) NEW WINDOWS TO BE INSULATED LOW E, ARGON GAS FILLED, MINIMUM U-VALUE OF 0.28, & NFRC CERTIFIED, TYP. O5 5'-0" X 6'-0", PICTURE WINDOW, 0.28 U-VALUE, TEMP. 2.) CONTRACTOR TO VERIFY ALL ROUGH OPENING DIMENSIONS W/MANUFACTURER PRIOR TO FRAMING. O6 5'-0" X 6'-0", PICTURE WINDOW, 0.28 U-VALUE, TEMP. O7 5'-0" X 6'-0", PICTURE WINDOW, 0.28 U-VALUE, TEMP. 8O 2'-0" X 6'-0", PICTURE WINDOW, 0.28 U-VALUE 9O 3'-0" X 2'-0", SLIDING WINDOW, 0.28 U-VALUE 10 3'-0" X 2'-0", PICTURE WINDOW, 0.28 U-VALUE, TEMP. 11 5'-0" X 5'-0", PICTURE WINDOW, 0.28 U-VALUE, TEMP. 12 5'-0" X 5'-0", PICTURE WINDOW, 0.28 U-VALUE, TEMP. 13 5'-0" X 5'-0", PICTURE WINDOW, 0.28 U-VALUE, TEMP. EXISTING DOOR EXISTING DOOR EXISTING WINDOW 25' SETBACK TOP OF SLOPE 0 hry N Nam/ NEW °jry O / MINI SPLIT h TFMp MASTER BEDROOM UNIT (NEV/) chl� r tJ // "'SD (&CMD DSD FITNESS AREA EXISTING STAIR TO REMAIN DURING CONSTRUCTION OF ADDITION - DEMO AFTER CONSTRUCTION OF NEW STAIR (NEW) 3 -6„ N NEW MINI SPLIT UNIT � 3 TFMp 13 >>„ 4 14 FAMILY ROOM (NEW) r 70 m CFM 00 S WE 110 F 3'-42" MASTER BATH (NEW) 2'-s"xs�-s�� DID r R=7. ° T=11" ° I N N I X X C u I 7 -8" EO MASTER CLOSET (NEW) I N WIN 10MP. NEW NEW 021„ (15) WINDOW, DOOR, TEMP. TEMP. 4,-2-„ 6'-114„ 14'-42'� z Oz z \\ DECK G) (NEW) \ I v I \ v I 8.0„ \ HEAT \ PUMP PROPOSED LOWER FLOOR PLAN DOOR SCHEDULE WIDTH X HEIGHT O9'-0" X 8'-0", SLIDING DOORS, GLAZED, TEMP., 0.28 U-VALUE 2O 6'-0" X 8'-0", SLIDING DOORS, GLAZED, TEMP., 0.28 U-VALUE 3O 5'-0" X 7'-0", SLIDING DOORS, GLAZED, TEMP., 0.28 U-VALUE 4O 6'-0" X 7'-0", SLIDING DOORS, GLAZED, TEMP., 0.28 U-VALUE O5'-0" X 7'-0", SLIDING DOORS, GLAZED, TEMP., 0.28 U-VALUE DOOR NOTES: 1.) NEW DOORS TO BE INSULATED LOW E, ARGON GAS FILLED, MINIMUM U-VALUE OF 0.28, & NFRC CERTIFIED, TYP. 2.) CONTRACTOR TO VERIFY ALL ROUGH OPENING DIMENSIONS W/MANUFACTURER PRIOR TO FRAMING. CRAWL SPACE VENTILATION AT ADDTITION: 572SF/150SF=3.81 SF 3.81 SF / 0.89 SF PER VENT = 4.28 VENTS (5 PROVIDED) ROOF VENTILATION CALCULATION: PROVIDED BY 2" CONTINUOUS METAL VENT & CONTINUOUS RIDGE VENT TYPICAL R806.2 MINIMUM VENT AREA. THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. ATTIC AREA: ADDITION = 484 SF (65 LINIAL FEET) TOTAL ATTIC AREA = 484 SF/150 = 3.23 SF REQUIRED TOTAL VENT AREA PROVIDED = (65 LINIAL FEET X 2")/12 = 10.83 SF PROVIDED EXISTING UNDF (EXISTI DN W/D T=11" OCMD `"SD m X O S D X Cl) z D G) 0 .� m �m X z C/) 0 0z 110 CFM BATHROOM (EXISTING) LEXISTING WALK IN CLOSET (EXISTING) OLIVIA'S BEDROOM (EXISTING) El �X D Cn z� 0-11 O z m m x NORTH1 /4" = 1'-0" rlT\1 PLAN NOTES 1.) ALL DIMENSIONS TO FACE OF FRAMING. 2.) GC TO VERIFY LOCATION OF EXISTING FRAMING AND HEADERS. 3.) WHOLE -HOUSE EXHAUST FAN AT BASEMENT LAUNDRY ROOM IS A CONTINUOUSLY -OPERATING EXHAUST FAN PER IRC TABLE M1507.3.3(1). WALL TYPES: NEW 2X6 WOOD STUD @ 16" O.C. WALLS WITH 1/2" GYPSUM WALLBOARD ON INTERIOR SIDE (1/2" GREENBOARD IN WET AREAS) INSULATION PER COVER SHEET Al NEW 2X4 WOOD STUD @ 16" O.C. WALLS WITH 1/2" GYPSUM WALLBOARD ON EACH SIDE (1/2" GREENBOARD IN WET AREAS) INSULATION PER COVER SHEET Al EXISTING WALL TO REMAIN .$SD SMOKE DETECTOR (HARD -WIRED W/ BATTERY BACKUP) 0CMD CARBON MONOXIDE DETECTOR ® EXHAUST FAN STROBL DESIGN LLC 1122NJST TACOMA, WA 98403 PHONE: (206) 661-3622 12358 REGISTERED A TECT JACOB A STROBE ATE OF WASHINGTON W U Z W 0 vJ mow/ L.L C) o w o w > rn U Q U) v0z O z 0 Q co 2E c10 a_ =00 C) LLI REVISIONS BY 6/7/2023 JS 11 /15/2023 JS RESUB Nov 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 11 /22/2022 Scale 1 /4" = V-0" Drawn JS Job Sheet HT. LIMIT ELEV.= 192.97' PROPOSED RIDGE ELEV. = 185.69' ............... .............. -PROPOSED PLATE ELEV. AT ADDITION = 184.625' o NEW N DJOR, rIN TITIP. O 8 7 6 5 :: :. NEW �� t .[]]i .... A IN DOW tNDOW W ::O W , P: GARAGE LEVEL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ELEV.= .... ......................................................................... j�: _ MAIN LEVEL _ _ _ _ _MAIN LE_V ELEV= 174.0 ELEV.= 17 WINqDOWDO .. ----- ...........".......... --- ------ UP. EXISTING A EXISTING NING,ENING NEW1T N V NEW WIND ,D D R, WIND PROPOSED TEMP. T P T P. TEMP. AVG. GRADE 11 12 ELEV.= 167.97 O O I LOWER LEVEL EXISTING LOWER LI o- - - - - - - - - - - - - - - - - - - — PROPOSED PROPOSE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LOWER LEVEL LOWER LL ELEV.= 164.375' ELEV.= 164.375' 0 N TIN CD T i NORTH ELEVATION 1/4" = 1'-0" 1 - - - HT. LIMIT - ------------------------------------------------------------------------------- ELEV.= 192.97' MAIN ELEV.= PROPOSED AVG. GRADE ELEV.= 167.97' LOWER LEVEL PROPOSED- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LOWER LEVEL ELEV.= 164.375' O EAST ELEVATION 1 /4" = 1'-0" STROBL DESIGN LLC 1122NJST TACOMA, WA 98403 PHONE: (206) 661-3622 12358 VU1ERED ECT JACOB A STROBL ATE OF WASHINGTON w U Z W 0 VJ LU L.L 0 o 04 W 0 0 _ °° W' J 0 (� O z Qc)2 M ()o W REVISIONS BY 6/7/2023 :JS) RESUB Nov 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 11 /22/2022 Scale 1 /4" = 1'-0" Drawn JS Job Sheet 0 EO N 0 N HT. LIMIT ELEV.= 192.97' - - - GARAGE LEVEL ELEV.= 175.81' _ MAIN LEVEL ELEV= 174.0' 2 PROPOSED AVG.GRADE ELEV= 167.97' 0 LOWER LEVEL SOUTH ELEVATION 1/4" = 1'-0" - - - HT. LIMIT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ELEV.= 192.97' EXISTING RIDGE ELEV. = 188.55' PROPOSED RIDGE ELEV. = 185.69 .... ... ....... ....... ............... . ........................ ..... ...... ............................................... ........... ............................. .............. ..... .......... . .. ...................... . ...... ........... ....... .......... ..... ................. ... .. . .... ......................................... . .......... . .......................... ............ .. . .. . ..... .. ......... PROPOSED PLATE ELEV. AT ADDITION = 184.625 ........................................................................................................................................................................................................................ F-- ......,.,.�._... --- --- -- ------------ EXISTING PLATE �N NEW NEW NEW - O 7 WINDO 6 WINDO DOOR, 5 4 3 D o TEMP. MP. .......... N WT NEW NEW WINDOW, WIND fN;:: WIND -IN ............ ..... ........... TEMP. ........... TEMP. TEMP GARAGE LEVEL _ ELEV.= 175.81 _ _ _ _ _ _ _ ............ :.::..::.:: :::. .:..:::..::..::: - - - - - -MAIN LEVEL _ :.:........... :::.::..::..::..::.. MAIN LEVEL _ _........................................................................... ELEV.= 174.0' - "::� :::. .:::.:::.::: .::.:::..:....:..:......... �,.......::..... ..:..:.:.,,,-:.---,.... - - - - - - ELEV= 174.0' SIN............................................................................................... ........... ........... ............................. .............. ............... ..... .. ............ ... r .................................................................... ..... .......... .... .................... ........... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r EXISTING PLATE .......................................................................................................................................................................................... ............................ a� PROPOSED rIN AVG. GRADE W NEW NEW NEW EVi/:: cfl �KTE INDO ,DOO ':::::: DOOR, 12 WINDO 13 IN :QELEV= 167.97 MPTEM .::::: TEMP. : TEMP.O- - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING I[.J►Ol�y-a.�a�13 - ��i ii�iimi®H I �i��i�i -EXISTING ■C V �m1■■�■1= I IIILOWER LEVEL PROPOSED ROPOSED ■I �� LOWER LEVEL WEST ELEVATION 1/4" = 1'-0" STROBL DESIGN LLC 1122NJST TACOMA, WA 98403 PHONE: (206) 661-3622 12358 REGISTERED A!IHFIECT JACOB A STROBL S ATE OF WASHINGTON w U Z W 0 vJ Lu L.L 0 o W p _ LLJ a J U OZ 0 Q0 M 0 W REVISIONS BY 6/7/2023 Lis RESUB Nov 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 11 /22/2022 Scale 1/4" = 1'-0" Drawn JS Job Sheet 0 Lo N KEYNOTES OTYPICAL ROOF CONSTRUCTION NEW ROOF CONSTRUCTION AT UPPER FLOOR * GACO-DECK' COATING * 3/4" CROSS BANDED AC PLYWOOD * 2x SLEEPERS * SHEATING PER STRUCTURAL * FRAMING PER STRUCTURAL FRAMING PLAN * R-49 INSULATION @ FLAT CEILINGS OTYPICAL EXTERIOR WALL CONSTRUCTION * SIDING PER ELEVATIONS * 15# BUILDING PAPER * SHEATHING PER STRUCTURAL * FRAMING PER PLAN * R-21 INSULATION. R-1OAT HEADERS. OTYPICAL FLOOR CONSTRUCTION * FINISH FLOORING * 3/4" PLYWOOD -GLUE & SCREW * JOISTS PER FRAMING PLAN * R-38 INSULATION OVER UNHEATED SPACE BUILDING ELEVATION 1/4"=1'-0" 2 2"DIA. CONT. WOOD HANDRAIL 1-1/2" CLR. FROM WALL 3/4" RISER, TYP. 1-1/4" TREAD, z O z 0 J Q (2)-2X PT HEADER W/LEDGER OR JOIST HGRS. FOR CARRIAGE SUPPORT 2X12 STRINGERS STAIR DETAIL 1 if = 1 '-0" 9 STROBL DESIGN LLC 1122NJST TACOMA, WA 98403 PHONE: (206) 661-3622 12358 REGISTERED A H TECT A B A TR� J CO S O S ATE OF WASHINGTON w U Z W 0 U) W 0�o 04 W CV 0 L 00 1 0 (� O z Qc)2 co ()o W REVISIONS BY 6/7/2023 JS RESUB Nov 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 11 /22/2022 Scale 1 /4" = 1'-0" Drawn JS Job Sheet A7 STRUCTURAL NOTES 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: MISCELLANEOUS LOADS DECKS ........................ 1.5 x AREA SERVED DEFLECTION CRITERIA LIVE LOAD DEFLECTION ..................... L/360 TOTAL LOAD DEFLECTION ..................... L/240 ENVIRONMENTAL LOADS SNOW ...... Ce=1.0, Is=1.0, Ct=1.1, Cs=1.0, Pg=25 PSF, Pf=20 PSF WIND ....... GCpi=0.18, 97 MPH, RISK CATEGORY II, EXPOSURE "D" EARTHQUAKE. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS, Vs = 12 KIPS SITE CLASS=D, Ss=130, Sds=100, S1=46, SD1=564, Cs=0.154 SDC D (DEFAULT), le=1.0, R=6.5 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION". 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. QUALITY ASSURANCE 9. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS 110 AND 1705 OF THE INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION IS REQUIRED UNLESS NOTED OTHERWISE. SOIL CONDITIONS, FILL PLACEMENT, AND DENSITY PER TABLE 1705.6 DRIVEN DEEP FOUNDATION PER TABLE 1705.7 EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MANUFACTURER EPDXY GROUTED INSTALLATIONS PER MANUFACTURER PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH REQUIREMENTS. CONTINUOUS INSPECTION: INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED. 10. UNLESS OTHERWISE NOTED, THE FOLLOWING ELEMENTS COMPRISE THE SEISMIC -FORCE - RESISTING SYSTEM AND ARE SUBJECT TO SPECIAL INSPECTION FOR SEISMIC RESISTANCE IN ACCORDANCE WITH SECTION 1705.12 OF THE INTERNATIONAL BUILDING CODE. A. STRUCTURAL WOOD SHEAR WALL SYSTEMS REQUIRE PERIODIC INSPECTION FOR FIELD GLUING, NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE SEISMIC FORCE, RESISTING SYSTEM INCLUDING SHEAR WALLS, DIAPHRAGMS, DRAG STRUTS, BRACES AND HOLDOWNS. GEOTECHNICAL 11. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH OR COMPACTED STRUCTURAL FILL AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND SOILS ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT. ALLOWABLE PASSIVE EARTH PRESSURE (FS OF 1.5 INCLUDED)...... . 240 PCF COEFFICIENT OF FRICTION (FS OF 1.5 INCLUDED) .............. 0.3 PILE CAPACITY (COMPRESSION) ...................... 3T SOILS REPORT REFERENCE: Geotechnical Engineering Evaluation - Pacquer Residence Addition (9/18/2019, Project No. 190276) 12. PIN PILES SHOWN ON THE PLAN SHALL BE 2" SCHEDULE 40 (standard black). THE MAXIMUM CAPACITY OF 2" PILES SHALL BE 3 TONS. ALL PILES SHALL BE DRIVEN TO REFUSAL IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. AS A MINIMUM, PILE REFUSAL SHALL BE DEFINED AS 1 INCH OF PENETRATION IN 60 SECONDS DURING CONTINUOUS DRIVING OF A 90 LB JACK HAMMER UNDER THE FULL WEIGHT AND EFFORT OF THE OPERATOR. PILES USED IN COMMON TO RESIST LATERAL EARTH PRESSURES SHALL HAVE THE ADDITIONAL REQUIREMENT OF BEING EMBEDDED A MINIMUM OF 10 FEET BELOW RETAINED GRADE. THE MAXIMUM PILE ECCENTRICITY SHALL BE 2 INCHES. GEOTECHNICAL SPECIAL INSPECTION SHALL BE SUBJECT TO THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND THE BUILDING DEPARTMENT. SEE PLANS FOR OTHER SIZES AND CRITERIA. RENOVATION 13. 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. 14. 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. 15. 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 16. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. REQUIRED CONCRETE STRENGTH IS BASED ON THE DURABILITY REQUIREMENTS OF SECTION 1904 OF THE IBC. DESIGN STRENGTH IS fc = 2,500 PSI. 17. 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. 18. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FY = 60,000 PSI. 19. 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'-O" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2'-O" 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. 20. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH...............................3„ FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER).. 1-1/2" ANCHORAGE 21. 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. 22. 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. 23. CONCRETE SCREW ANCHORS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "TITEN HD" HEAVY DUTY SCREW ANCHOR AS MANUFACTURED BY THE SIMPSON STRONGTIE COMPANY, INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR2713 (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. WOOD 24. FRAMING LUMBER SHALL BE S-DRY, KD, OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD No. 17, GRADING RULES FOR WEST COAST LUMBER, 2018, OR WWPA STANDARD, WESTERN LUMBER GRADING RULES 2017. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) HEM -FIR 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 25. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND ANSI/AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC OR APA IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC OR APA CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24FV4, 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. 26. MANUFACTURED LUMBER, PSL, LVL, AND LSL SHOWN ON PLAN ARE BASED PRODUCTS MANUFACTURED BY THE WEYERHAEUSER CORPORATION IN ACCORDANCE WITH ICC-ES REPORT ESR-1387. MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: PSL (2.OE WS) Fb = 2900 PSI, E = 2000 KSI, Fv = 290 PSI LVL (2.OE-2600FB WS) Fb = 2600 PSI, E = 2000 KSI, Fv = 285 PSI LSL (1.55E) Fb = 2325 PSI, E = 1550 KSI, Fv = 310 PSI ALTERNATE MANUFACTURED LUMBER MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE MANUFACTURER'S PRODUCTS SHALL BE COMPATIBLE WITH THE JOIST HANGERS AND OTHER HARDWARE SPECIFIED ON PLANS, OR ALTERNATE HANGERS AND HARDWARE SHALL SUBMITTED FOR REVIEW AND APPROVAL. SUBSTITUTED ITEMS SHALL HAVE ICC-ES REPORT APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12 %. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. 27. 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 28. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURETREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 29. 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. 30. 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. 31. 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. 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. 32. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 6d 2" 0.113" 8d 2-1/2" 0.131" 10d 3" 0.148" 12d 3-1/4" 0.148" 16d BOX 3-1/2" 0.135" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END. B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. 33. 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. 34. 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 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" ON -CENTER, MINIMUM TWO NAILS PER BLOCK, UNLESS OTHERWISE NOTED. STROBL DESIGN LLC 1122NJST TACOMA, WA 98403 PHONE: (206) 661-3622 jC WAS x 42141 W U Z W v J NW 1..` 0 O W CV O W'°° >O J 0 (� O z Q O 2 ^ M 0 LL °0 W REVISIONS BY 5/22/2023 JS RESUB Nov 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 11 /22/2022 Scale Drawn JS Job Sheet simo Pin Pile and Epoxy Anchorage installation shall be witnessed by a qualified third party inspector. See signed Special Inspection form for more information Provide reports to City CENTERLINE OF (N) FOUNDATION ------------ - - - - - - I Inspector. --- ------ -- I , OG� tiOG� � I _ I O I I 1 o ° O o I I / ,- - - - - - - - - - - - - - - - - - - - - - - - I ' I I , � I I INSTALL ADDITIONAL BATTERED PILE b I ' o PROVIDE (2) 2" 0 PIN PILES @ CORNER / , I / n , o _\ -- -- / I r • a I INSTALL RETROFIT 2" 0 PIN PILES WHERE SHOWN @ 4'-0" oc MAX TYP. U.N.O. ° o i PROVIDE (2) 2" 0 PIN PILES @ CORNER ' '--- '4--- PIN PILE SPACING - - - __0- - - - I° ' ' ° / SHALL NOT EXCEED 4'-0" OC MAX. U.N.O. I I / o ' , � I INSTALL ADDITIONAL _ ° BATTERED PILE ° b I o I , ` ` r O' / I I ♦ 1 , ' I I , ♦ , 1 , 2" 0PIN PILES ' / ---- ' o 0 CENTERED@ / '----------- - - - - -- ------------- (N) DECK FTG. TYP. 12" wd. x 10" dp. CONC. PROVIDE (2) PILES @ GRADE BEAM W/ (2) #4z/o. , POST LOCATION I , TOP & BOT., TYP. BETWEEN/ ' I DECK FOOTINGS ----------------------- Ir —� '------- ' --- ' ---- '--•------------' ---� ---r -r ---r- - ---• i PIN PILE SPACINGS PLAN NOTES 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. THE BOTTOM OF ALL NEW EXTERIOR FOOTINGS SHALL BE 18" MINIMUM BELOW GRADE. 3. ALL PIN PILES SHALL BE DRIVEN TO REFUSAL PER THE GEOTECHNICAL RPEORT. SEE REPORT FOR ADDITIONAL INFORMATION. 4. AT EXISTING CONCRETE FOUNDATIONS, EMBED HDU2 5/8" 0 ANCHOR BOLTS INTO (E) CONC. 12" W/ EPDXY PER GENERAL NOTES. CONTRACTOR TO VERIFY THAT (E) FOUNDATION IS 1511 DEEP MIN. 5. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 1 /4" = 1'-01 1 LEGEND (E) EXISTING (N) NEW f HOLDOWN PER PLAN ..: (N) FOOTING (E) FOOTING DIRECTION OF FRAMING EXTENT OF FRAMING (N) STRUCTURAL WALL ABOVE C.T.V. CONTRACTOR TO VERIFY 0 2" 0 PIN PILE (PALL= 6k) CHANGE IN ELEVATION SEE PIN PILE SPACINGS PLAN FOR ADDITIONAL FOUNDATION REQUIREMENTS SISTERED DECK JOIST PER DTL. C4 / / , -- - - - - - - - - - - - - - - - - - - I I I-----------------7 � I , I , - - - - - - - - - - - - - - - - - --------------------------------------------------- 1 ,-77------------ - - -- ' / C3 ' � I ti / - 1 / ?TY @ 16„0C v'? 4 --- ���sr REHANG (E) JOISTS W/ LUS J� I I I I 1 I I I (E) 2x10 @ 16" oc J'4 (E) 2x10 @ 16" oc N I I •• T Cl) / , , I 7 � J 1 Vi i / - - - - - - - - - - - - - - - - O / 1 ----- - 1 '/ •/� i ,�<e HDU4 , r 4 #4 x 2'-6" DOWEL TO MATCH • P T NOTE 4 i , HORIZ. REINF., EMBED 6" 12" wd. x 10" dp. CONC. �./�' • ; 4Xy0 � P.T. 2x10 I INTO (E) FTG. W/ EPDXY GRADE BEAM W/ (2) #4 ; <sSRJ @ 16" oc i PER GENERAL NOTES (TYP. @ NEW & EXT'G FTG. TOP & BOT., TYP. BETWEEN • / /, INTERSECTIONS) DECK FOOTINGS / '' � CDc' X 2X10 ----- - - - - - - - - - --------- I _ P.T. 4x10 / ' / - ------ ,- �� ,--- --- _ , ,----------- �� , r- , J��- -- --, r-- ---, I� I I X X '— -- - -- -I P.T. t- a - — - — - C6 ----- 1'-6' 6-6 71_011 i �1 LOWER FLOOR FRAMING/FOUNDATION PLAN PLAN NOTES 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. THE BOTTOM OF ALL NEW EXTERIOR FOOTINGS SHALL BE 18" MINIMUM BELOW GRADE. 3. ALL PIN PILES SHALL BE DRIVEN TO REFUSAL PER THE GEOTECHNICAL RPEORT. SEE REPORT FOR ADDITIONAL INFORMATION. 4. AT EXISTING CONCRETE FOUNDATIONS, EMBED HDU2 5/8" 0 ANCHOR BOLTS INTO (E) CONC. 12" W/ EPDXY PER GENERAL NOTES. CONTRACTOR TO VERIFY THAT (E) FOUNDATION IS 1511 DEEP MIN. 5. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. LEGEND (E) EXISTING (N) NEW f HOLDOWN PER PLAN ..: (N) FOOTING (E) FOOTING DIRECTION OF FRAMING (E) 2x10 @ 16" oc 1 /4" = 1'-01 1 EXTENT OF FRAMING (N) STRUCTURAL WALL ABOVE C.T.V. CONTRACTOR TO VERIFY 0 2" 0 PIN PILE (PALL= 6k) BATTERED PILE DRIVEN ALONG DIRECTION INDICATED W/ 15' SLOPE (VALL = 1.5 k) CHANGE IN ELEVATION STROBL DESIGN LLC 1122NJST TACOMA, WA 98403 PHONE: (206) 661-3622 jc WAS 42141 W U z w 0 W mow/ L.L 0 O LU NO W00 > O U Q 0 U) 0 vz O Qcfl 2E O C10 a_ =00 C) LU REVISIONS BY 5/22/2023 p RESUB Nov 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 11 /22/2022 Scale 1 /4" = 1'-0" Drawn JS Job Sheet S2ml (2) 2x8 HDR. TYP. U.N.O. o�. s 0 N� ALL (N) EXT. WALLS SHALL BE W6 TYP. U.N.O. NUC.2 / ................ ............... ................ ............... ................ .............. 6' 0 oi> �c �c ............. FC9� J\ �S RC9A c9A <io ROOF FRAMING PLAN N T z_ 0 CD T X In 2x12 @ 24" oc HGAIOKT (2) 2x8 HDR. TYP. U.N.O. ALL (N) EXT. WALLS SHAI BE W6 TYP. U.N.O. SISTERED DECK JOIST PER DTL. F2 (E) DROPPE[ DEMOLISHE[ LOCATE POST C EXISTING SUPPC INFILL (E) EXT. F OPNG. PER W6 HDR (E) HDR. (E) HDR. (E) 2x10 @ 16" oc NORTH NORTH 1 /4" =1 '-0" MAIN FLOOR FRAMING PLAN 1 /4" = V-0„ PLAN NOTES LEGEND PLAN NOTES LEGEND 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR (E) EXISTING 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR EXISTING ALL DIMENSIONS. ALL DIMENSIONS. (E) 2. TYPICAL ROOF FRAMING CONSISTS OF ROOFING PER ARCHITECTURAL (N) NEW 2. TYPICAL FLOOR FRAMING CONSISTS 3/4" T&G PLYWOOD, FACE GRAIN (N) NEW DRAWINGS OVER 1/2" CDX OR 7/16" OSB APA RATED SHEATHING (EXPOSURE Wx SHEARWALL PER SCHEDULE PERPENDICULAR TO SUPPORTS OVER 2x JOISTS PER PLAN. NAIL Wx SHEARWALL PER SCHEDULE 1), FACE GRAIN PERPENDICULAR TO RAFTERS PER PLAN. USE 3/4" SHEATHING WITH 8D AT 6" O.C. AT PANEL EDGES AND OVER SHEAR WALLS, SHEATHING AT ROOF DECK AREA IN LIEU OF 1/2" OR 7/16". NAIL ROOF 0 (N) STRUCTURAL WALL BELOW 12" O.C. FIELD. f HOLDOWN PER PLAN SHEATHING W/ 8D AT 6" OC AT PANEL EDGES AND OVER SHEARWALLS, AND (E) STRUCTURAL WALL BELOW 3. PROVIDE (2) BEARING STUDS AT EACH END OF ALL HEADERS AND BEAMS (N) STRUCTURAL WALL BELOW AT 12" O.C. FIELD. DIRECTION OF FRAMING UNLESS NOTED OTHERWISE. (E) STRUCTURAL WALL BELOW 3. TYPICAL ROOF DECK FRAMING CONSISTS OF 3/4" T&G PLYWOOD, FACE 4. ALL NEW EXTERIOR WALLS SHALL BE W6 PER SHEARWALL SCHEDULE GRAIN PERPENDICULAR TO SUPPORTS OVER 2x JOISTS PER PLAN. NAIL <> EXTENT OF FRAMING TYP. U.N.O. (N) STRUCTURAL WALL ABOVE SHEATHING WITH 8D AT 6" O.C. AT PANEL EDGES AND OVER SHEAR WALLS, C.T.V. CONTRACTOR TO VERIFY 5. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL (E) STRUCTURAL WALL ABOVE 12" O.C. FIELD. REQUIREMENTS. ........ 4. PROVIDE (2) BEARING STUDS AT EACH END OF ALL HEADERS AND BEAMS x O # OF BUNDLED STUDS �� DIRECTION OF FRAMING UNLESS NOTED OTHERWISE. ROOF DECK AREA 5. ALL NEW EXTERIOR WALLS SHALL BE W6 PER SHEARWALL SCHEDULE SDL = 5 PSF, LL = 60 PSF EXTENT OF FRAMING TYP. U.N.O. CHANGE IN ELEVATION C.T.V. CONTRACTOR TO VERIFY 6. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL d.s. ALIGN JOIST AND EDGE NAIL PLYWOOD 0 # OF BUNDLED STUDS REQUIREMENTS. CHANGE IN ELEVATION STROBL DESIGN LLC 1122NJST TACOMA, WA 98403 PHONE: (206) 661-3622 Ic WAs � n �A42141 w U Z W 0 W �o O W_ N O 00 u > O U Q 0 >_ U) 0o vo z QC)75 0 �CIO 00o REVISIONS BY 5/22/2023 JS RESUB Nov 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 11 /22/2022 Scale 1 /4" = V-0" Drawn JS Job Sheet S2m2 SAWN OR MFR. 16d NAILING LUMBER. 2x MIN. PER SCHEDULE SEE NOTES FOR ADDITIONAL 2x NAILER REQUIREMENTS 1/2" MAX. TO i 16d NAILING EDGE OF d5 PER SCHEDULE WASHER DM A DM C EDGE NAILING :PLYWOOD OVER EA. STUD EDGE 16d NAILING Uj PER SCHEDULE PLAN VIEW AT ABUTTING PANEL EDGES OF W3 & W2 C3 3/8" 1/2• min typ. IZ eq. eq. RIM "._n PANEL EDGE NAIL ALL HOLDOWN POSTS HOLDOWN (where occurs) PER PLAN TO 46 POST (embed per plan) SHEARWALL PER PLAN W/ NAILING PER SHEARWALL SCHEDULE 8d @ 6" oc HANGER PER GENERAL NOTES FLOOR JOISTS AND SHEATHING PER PLAN 2x LEDGER w/ (2) 1/4" 0 x 4-1/2" SIDS SCREWS EA. STUD (16" oc max.) SHEATHE AND NAIL CRIPPLE WALL TO MATCH WALL ABOVE Shearwall Schedule 0000©O Mark Sheathing Panel Edge Nailing Top Plate Connection Base Plate Connection if TJI if s Woods at Wood 10 at Concrete W6 15/32" CDX PLYWOOD 8d ® 6"oc 16d ® 6"oc A35 ® 24"oc 16d ® 6"oc 5/8"0 A.B. ® Woc W4 15/32" COX PLYWOOD 8d ® 4"0c 16d ® eoc A35 ® 16"oc (2)rows 16d ® 6"oc WO A.B. ® 327oc W3 ® 15/32" CDX PLYWOOD 8d ® 3"oc (2)rows 16d ® 4"oc A35 ® 12"oc (2)rows 16d ® 6"oc 5/s"0 A.B. ® 2eoc W2 ® 15/32" CDX PLYWOOD 8d ® 2"oc (2)rows 16d ® 4"oc A35 0 9"oc (2)rows 16d ® 4"oc 5 5/8"0 A.B. 0 16 oc O BLOCK PANEL EDGES WITH 2x MIN. LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d ® 12"o.c. 0 8d NAILS SHALL BE 0.131"0 x 2 1/2" (common) — 16d NAILS SHALL BE 0.135"0 x 3 1/2" (box) O 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. Os 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. 07 7/16" O.S.B. MAY BE SUBSTITUTED FOR 15/32" CDX. ® LTP4's (HORIZONTAL ORIENTATION) W/ 8d COMMON MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. OO A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. @ 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) ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV. OR STAINLESS STEEL PER GENERAL NOTES VERT. GRAIN BLKG. TO MATCH HOLDOWN STUDS/POSTS (E) FLOOR FRAMING ' A35 CLIPS PER SHEARWALL SCHEDULE PROVIDE THREADED COUPLERS AS REQ'D TO ' EXTEND ANCHOR ROD MATCH POST ABOVE WHERE OCCURS I, P.T. 2x PLATE W/ POST -INSTALL SILL BOLTS PER SHEARWALL SCHEDULE #4xr- 2" @ 18" oc [embed 4" into (E) conc. w/ epoxy per general notes] I o I�� SAWCUT (E) FOOTING w co w (N) CONCRETE M PIN PILE PER PLAN 12" min. 3" C1 o� NORMAL REINFOF ADD BAi MATCH I REINFOF LINE OF D 3'-0" min. WALL 'ONAL IN WALL d WALL REINF. IVURIVIML FUU IlINU REINFORCING Typical Stepped Footing C2 PANEL EDGE NAILING OVER HOLDOWN STUDS/POST HOLDOWN (where occurs) PER PLAN ATTACH TO DOUBLE STUD AND EMBED 5/8" 0 ANCHOR ROD 16" SHEARWALL PER PLAN NAILING PER SHEARWALL SCHEDULE (typ.) 2x RIM JOIST (u.n.o. on plan) SHEATHE AND NAIL CRIPPLE - WALL TO MATCH WALL ABOVE, PROVIDE POST TO MATCH HOLDOWN POST ABOVE & DBL. STUD ON OPPOSITE SIDE OF ALL —THREAD #4 @ 12"oc HORIZ. CD X� E CTRD. #4 @ 18"oc VERT., CTRD. (alt. bends)y i CD 7, �. (2)#4 CONT. BOT. C4 C5 C6 REFER TO C2 FOR REFER TO C2 FOR CALLOUT IN COMMON CALLOUT IN COMMON DECKING PER ARCH FASCIA PER ARCH P.T. 2x8 x 8'-0" DECI, JOISTS, BACKSPAN AND SISTER W/ (2) ROWS OF 16d @ 8" (notch rim for pass through) li DECK JOISTS PER ARCH. W/ HGR. PER GEN. NOTES P.T. 2x LEDGEF 1/4" 0 x 4-1/2" SCREWS @ 16 SQ. PLINTH RE (4)#4 x L VERT. @ 6"oc W/ (3)#3 TOP 5" OF PLINT FOOTING SIZE & REINF. PER PLAN ALL FASTENERS I TREATED WOOD SI OR STAINLESS S1 GENERAL NOTES A35 PER SHEARWALL SCHEDULE VERTICAL GRAIN BLKG. TO MATCH HOLDOWN STUDS/POST (4) 8d INTO EA. BLOCK JOIST DIRECTION AND SHEATHING PER PLAN WHERE JOISTS ARE PARALLEL PROVIDE 2x BLKG. @ 48"oc (2) 16d THRU EA. JOIST OR BLOCK P.T. 2x6 PLATE W/ A.B. PER SHEARWALL SCHEDULE (U.N.O.) (5/8"0 @ 48"oc elsewhere) (2) #4 CONT. TOP (1 ea. side of a.b.) • ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV. OR STAINLESS STEEL PER GENERAL NOTES • REFER SHEARWALL SCHEDULE FOR ADDITIONAL RIM & SILL PLATE SIZE REQUIREMENTS CENTERED PIN PILE PER PLAN (embed 3") POST, PLINTH, & FTG. DST PER PLAN 3U SERIES DST BASE W/ 8" 00' A.B. E PILE PER PLAN Deck or Canopy Post Footing - Square Plinth STROBL DESIGN LLC 1122NJST TACOMA, WA 98403 PHONE: (206) 661-3622 Ic WAS x � 42141 �®� ONAL U z U-1 0 v, W 0 o W_ N 0 00 w > rn U Q 0>_C/) O U 0z Q CD0 co 00 _ = LU REVISIONS BY 5/22/2023 JS RESUB Nov 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 11 /22/2022 Scale Drawn JS Job Sheet S3ml F1 F2 F3 PANEL EDGE NAILING OVER ALL HOLDOWN STUDS/POST HOLDOWN PER PLAN (where occurs) REFER TO HD STRAP SCHEDULE FOR ADDL. INFO. NAILING PER SHEARWALL SCHEDULE, TYP. 2x RIM JOIST OR BEAM PER PLAN NAILING PER SHEARWALL / SCHEDULE / LEAVE ONE END OF STRAP UN AILED JUST / PRIOR TO COVERING / i REFER TO SHEARWALL SCHEDULE FOR ADDITIONAL RIM SIZE REQUIREMENTS A35 PER SHEARWALL SCHEDULE VERTICAL GRAIN BLKG. TO MATCH HOLDOWN STUDS/POST (4)8d INTO EACH BLOCK JOIST DIRECTION AND SHEATHING PER PLAN (2) 16d TOENAILS THRU EACH JOIST OR BLOCK WHERE JOISTS ARE PARALLEL, PROVIDE 2x BLKG. @ 48"oc BEAM/HDR. PER PLAN (where occurs) Exterior Floor Framing DECKING PER ARi FASCIA PER ARCH --/ P.T. 2xf JOISTS; AND SI; ROWS (notch rim for pass through) LMO F4 F5 F6 F7 (E) DECK JOISTS AND DECKING (2) 16d @ 12" oc 2x LEDGER PER PI MATCH (E) JOIST I SHEARWALL PER PLAN —,,, NAILING PER SHEARWALL SCHEDI BEAM PER PLAN ]ON (E) JOISTS AND SHEATHING JOISTS PER PLAN LUS HGR. EA .JC 2x LEDGER W/ (2 SIDS SCREWS @ (16" oc max.) MING PANEL EDGE � OVER ALL HOL STUDS/POST SHEARWALL Pf NAILING PER SHEARWALL S( BEAM PER PD A35 CLIPS PER SHEARWALL SCHEDULE (E) STAIR WALLS i INTO EACH BLOCK TS AND SHEATHING PLAN E JOISTS ARE 1LEL, PROVIDE LKG. @ 48"oc YYI ILI\E JOISTS ARE PERPENDICULAR, PROVIDE LUS HANGER @ BEAM 8d @ 6" oc FLOOR EDGE NAILING TYP. JOISTS AND SHEATHING PER PLAN LUS/LSSR HGR. EA JOIST 2x LEDGER W/ (2) 1/4" 0 x 4-1/2" SDS SCREWS @ EA. STUD (16" oc max.) STROBL DESIGN LLC 1122NJST TACOMA, WA 98403 PHONE: (206) 661-3622 r�Ic was � 42141 CI Vol 01 U Z LU 0 W Ill L.L 0 O W_ N O 00 U > O U Q EL U) 0 O vz 0 c10 a_ =00 C) LU REVISIONS BY 5/22/2023 JS RESUB Nov 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 11 /22/2022 Scale Drawn JS Job Sheet S3m2 R1 R2 R3 8d (a 6" oc RAFTERS AND 4x RIM @ ROOF DECK, 2x RIM ELSEHWERE SHEARWALL PER W/ NAILING PER SHEARWALL SCI- REFER TO R3 FOR CALLOUTSIN COMMON (E) TRUSS, TRUSS BLKG. AND SHEATHING R5 4x RIM @ ROOF DECK, 2x RIM ELSEHWERE SHEARWALL PER PLAN W/ NAILING PER SHEARWALL SCHEDULE A35 CLIP OR LTP4 CLIP PER SHEARWALL SCHEDULE SHEARWALL PER PLAN SHEATHE (E) WALL PEF SHEARWALL SCHEDULE 8d @ 6" oc A35 CLIP PER SHEARWALL SCHEDULE W/ #6 SCREWS Tr) IM QPFATI-IINI(, (5) 8d EA. BLOCK 2x BLKG. @ 48" oc RAFTERS AND SHEATHING PER PLAN (2) 16d THRU EA. BLOCK A35 CLIPS PER SHEARWALL SCHEDULE HEADER PER PLAN WHERE OCCURS (E) TRUSSES (E) OVERFRAMING RAFTERS AND SH PER PLAN LSSJ OR LSSR HGR. EA. RAFTER 2x LEDGER W/ (3) 4-1/2" SIDS SCREV TRUSS VERT (24" A35 CLIPS FLAT P SHEARWALL SCH SHEARWALL PER PLAN W/ NAILING PER SHEARWALL SCHEDULE —Z (E) TRUSS, TRUSS BLKG. AND SHEATHING BLE TRUSS STROBL DESIGN LLC 1122NJST TACOMA, WA 98403 PHONE: (206) 661-3622 ' WAS C1 42141 w U z w 0 n mow/ L.L � O W_ N O U00 > rn U Q V 07 v0o O Z 0 CIO00a_ = C) LU REVISIONS BY 5/22/2023 JS RESUB Nov 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Date 11 /22/2022 Scale 1 /4" = V-0" Drawn JS Job Sheet S3m3