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APPROVED FIR ENG PLN BLD RESUB 2-BLD2023-0612+Architectural_Plan+11.30.2023_8.12.15_AM+3925451Cit�Off Edmonds& Building Department Work APT. ADDITION TO GARAGE Address 424 DALEY ST Owner WHITLOCK/JENSEN Approved Date 12/06/2023 Building Official W. X Per it Number BLD2023-0612 APP PLANS M _ ON JOB S ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE Window Schedule Rough Type Opening Head Mark Width Height Count Type Height Comments 10 2' - 0" 3-6" 5 FIBERGLASS 6'- 8" SINGLE -HUNG W/ SCREEN 15 3' - 5" 4' - 5" 6 FIBERGLASS 6'- 8" CASEMENT (NO SCREEN) All windows shall be fiberglass MILGARD TUSCAN OR EQ. W/ 7/8" INSULATED GLAZING W/ SunCoat Max Foam 4th Surface Argon 0.24 U-VALUE Room Name STUDIO BATH ROOF TERRACE GARAGE Door Schedule Door Rough Number Count Width Height Finish Comments 1 1 3'- 0" 6'- 8" INSULATED STEEL 2 1 3'- 0" 6'- 8" INSULATED STEEL 3 1 2'- 6" 6'- 8" PROVIDE 18" W X 24" H LOUVER IN BOTTOM OF DOOR (2 PANEL DOOR) 4 1 8'- 0" 7'- 0" NEW GARAGE DOOR W/ LTS R-VALUES EXTERIOR WALL= R-27 ROOF= R-43 FLOOR= R-32 Room Finish Schedule Finish Ceiling Floor Base Wall Ceiling Height Comments VINYL PLANK FLOORING 1X4 1/2" GYP. BD. 1/2" GYP. BD. 8 PAINT GRADE FLAT PANEL CABINETS, 1X4 BASE, 1X2 TRIM & CORNICE VINYL PLANK FLOORING 1X4 1/2" GYP. BD. 1/2" GYP. BD. 8 FIBERGLASS/ACRYLIC SHOWER BASE, CULTURED MARBLE SURROUND 1X4 BASE, 1X2 TRIM COMPOSITE DECKING PTD. TRTD. W/ FRAMING, GALV. STEEL RALINGS/STAIRS VINYL PLANK FLOORING 1X4 1/2" GYP. BD. 1/2" GYP. BD. 8 1X4 BASE, 1X2 TRIM & CORNICE ABBREVIATIONS AFF ABOVE FINISHED FLOOR 1. ABV ABOVE 2. ALT ALTERNATE @ AT 3. OC ON CENTER CO CASED OPENING PLYW D PLYWOOD WC WATER CLOSET (TOILET) 4. LAV LAVATORY (SINK) 5. DBL DOUBLE TRTD PRESSURE TREATED WOOD 6. WD WOOD CONC CONCRETE PSI POUNDS PER SQUARE INCH 7. COND AIR-CONDITIONING CONDENSER SHLF SHELF SHLVS SHELVES 8. W WASHING MACHINE D CLOTHES DRYER CLG CEILING CJ CONTROL/ CONSTRUCTION JOINT 9. EJ EXPANSION JOINT GYP BRD GYPSUM BOARD CONT CONTINUOUS REBAR REINFORCING BAR CFM COMPACT FLUORESCENT LAMPS GFI GROUND FAULT INTERRUPTER 10 PTD PAINTED WR WATER-RESISTANT 11 OSB ORIENTED STRAND BOARD GALV GALVANIZED TP TOILET PAPER 12 OWNER -FURNISHED & INSTALLED ITEMS (N.I.C. IN BID) 1. DATA AND TELECOM CABLING (CONTRACTOR TO INSTALL 3/4" CONDUIT WITH HOME RUN TO GROUND FLOOR AND AT EACH LOCATION MARKED ON PLAN) 2. SECURITY SYSTEM 3. SOUND SYSTEM 4. LIGHTNING PROTECTION SYSTEM 5. LANDSCAPING 6. WINDOW COVERINGS 7. BATHROOM MIRROR ALLOWANCES (THE AMOUNTS BELOW ARE FOR MATERIALS ONLY - CONTRACTOR SHALL INCLUDE SEPARATE PRICE FOR TAXES, LABOR & INCIDENTALS REQUIRED FOR THESE ITEMS. CREDITS SHALL BE RETURNED TO OWNER) 1. $12,000 FOR PLUMBING FIXTURES AND APPLIANCES (N.I.C. MINI -SPLIT HVAC) 2. $2,000 FOR EXTERIOR LIGHT FIXTURES/FANS 3. $2000 FOR DOOR AND CABINET HARDWARE 4. $3,000 FOR FLOORING (N.IC. EXTERIOR DECKING) 5. $4,000 FOR COUNTERTOPS APPLICABLE CODES 1. INTERNATIONAL RESIDENTIAL CODE, 2018 2. UNIFORM PLUMBING CODE 3. WASHINGTON STATE ENERGY CODE (WSEC) SQUARE FOOTAGE FIRST FLOOR 271 SF SECOND FLOOR 271 SF TOTAL INT. CONDITIONED= 542 SF SHEET INDEX A-0 COVER SHEET A-1 SITE PLAN, FLOOR PLANS & ELEVATIONS A-2 SECTIONS A-3 DETAILS A-4 SPECS - A-5 ENERGY CODE DATA S1.0 STRUCTURAL NOTES & SPECS _ S2.0 FOUNDATION PLAN & FRAMING PLANS S3.0 STRUCTURAL DETAILS S4.0 STRUCTURAL DETAILS & SCHEDULES 13 14 15 16 17 In 19 20 21 22 23 24 GENERAL NOTES CONTRACTORS TO FOLLOW APPLICABLE BUILDING CODES. CONTRACTORS SHALL SCHEDULE AND PASS ALL REQUIRED INSPECTIONS. ALL COSTS FOR INSPECTION, CONCRETE TESTING, PERMITING, UTILITIES, TRASH REMOVAL, AND PORTABLE RESTROOM FACILITIES SHALL BE INCLUDED IN THE CONTRACTOR'S BID. DIMENSIONS ARE TO FACE OF ROUGH STUD. DIMENSIONS SHALL BE READ AND CALCULATED BUT NEVER SCALED. THESE DRAWINGS HAVE BEEN DRAWN AND CHECKED TO INSURE A REASONABLE AND NORMALLY ACCEPTABLE DEGREE OF ACCURACY. CONTRACTORS ARE RESPONSIBLE FOR CHECKING ALL DIMENSIONS, DETAILS, AND REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AT THE START OF WORK. ANY DISCREPANCIES, CONTRADICTIONS, OR CLARIFICATIONS OF THE DRAWINGS OR SPECIE CATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE%ENGINEER PRIOR TO THE SUBMISSION OF A BID. '�- CONTRACTOR SHALL ASK FOR DETAILS WHENEVER UNCERTAIN ABOUT METHODS OF INSTALLATION. LACK OF DETAILS NOT REQUESTED SHALL NOT EXCUSE IMPROPER INSTALLATION AND CORRECTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CALL ARCHITECT: GEOFF GJERTSON 337-278-2722 PROVIDE SITE DRAINAGE AWAY FROM HOUSE AND AWAY FROM ADJACENT HOMES. CONTRACTOR SHALL SUBMIT MONTHLY INVOICES FOR COMPLETED WORK. UNCOMPLETED WORK AND MATERIALS STORED OFF -SITE MAY NOT BE BILLED FOR. CONSTRACTOR SHALL PROVIDE LIEN WAIVERS FROM ALL SUBCONTRACTORS AND SUPPLIERS PRIOR TO PAYMENT OF FINAL INVOICE. REFER PLANS FOR ALLOWANCES. THE AMOUNTS SHOWN FOR THE ALLOWANCES ARE FOR MATERIALS ONLY. THE ALLOWANCE AMOUNT SHALL BE INCLUDED IN THE CONTRACTOR'S BID ALONG WITH THE INSTALLTION AND OTHER INCIDENTAL COSTS ASSOCATED WITH THESE ITEMS. INSULATION & INSULATION ASSEMBLIES SHALL MEET THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE. ALL INSULATION SHALL BE CLOSED CELL SPRAYED FOAM. THE CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY AQUAINT HIMSELF/HERSELF WITH ALL ASPECTS OF THE CONSTRUCTION OUTLINED IN THIS DOCUMENT PRIOR TO SUBMITTING A BID. ANY DISCREPANCIES SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE ENGINEER. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFETY APPARATUS REQUIRED TO INSURE THE HEALTH OF WORKERS AS WELL AS THE OWNERS AND GENERAL PUBLIC. THE CONTRACTOR SHALL PROVIDE ANY SITE DEMOLITION / UTILITY RELOCATION NECESSARY FOR COMPLETION OF WORK. IN NO WAY DO THE DIMENSIONS SHOWN ON THE PLANS REPRESENT AN EXACT QUANTITY OF MATERIALS. THE BIDDER IS SOLELY RESPONSIBLE FOR THE QUANTITIES IN HIS BID. ELECTRICAL WORK SHALL COMPLY WITH NFPA AND NATIONAL ELECTRICAL CODE AND BE PERFORMED BY A LICENSED ELECTRICIAN & HOLD ACTIVE MASTER ELECTRICIAN LICENSE. PLUMBING CONTRACTORS ARE REQ. TO HOLD AN ACTIVE MASTER PLUMBERS LICENSE. MECHANICAL CONTRACTORS ARE TO HOLD AN ACTIVE HVAC LICENSE. HIGH EFFICIENCY LIGHT FIXTURES REQUIRED. EXTERIOR LIGHT FIXTURES ARE TO BE DOWNWARDS FACING AND COMPLY WITH APPLICABLE LOCAL DARK SKY OR LJ!G T PO ION R€ UIR M - NTS. STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER ARCHITECTURAL DRAWINGS SYMBOL LEGEND SYMBOL DESCRIPTION ELEVATION HEIGHT/ LEVEL 1 SIM SECTION/ DETAIL REFERENCE A101 DRAWING NUMBER/ SHEET NUMBER 101 DOOR NUMBER 1 Ref Iz Iz 1 A101 1 INTERIOR ELEVATION REFERENCE 1 Ref Ref EXTERIOR ELEVATION 0 REFERENCE NORTH ARROW N 90 00' 00" E PROPERTY LINE COORDINATES/ LENGTH Distance Room name ROOM NAME AND NUMBER 150 SF SIM 1 SECTION REFERENCE A101 1t WINDOW SYMBOL (j AIA r�1 r� rPk PM• �1 i r r� Oak law I■■I rl�l 1 � r 1 RESUB Nov 30 2023 CITY OF E DEVELOPMENTT SERVICES DEPARTMENT I r WH ITLOCK 424 DALEY ST. EDMONDS, WA COVER Project number - Date 11 /30/23 Drawn by Checked by W GG A-0 Scale 1 /4" = 1'-0" Q 0 co N O N 0 co 2X8 @ 24" O.C. 2 1/4" GALV. 12" 3" [� GALV. STEEL STAIR- - DEFERRED DESIGN — n South 1/4" = V-0" 12" 5" EEIEIE F� F-1 ELECTRICAL LEGEND $ SWITCH oo HEAT / 0 CFM V NT / LT. 0 TEL./DATA/COMM. yT< SCONCE DUPLEX OUTLET ® FLOOD LT W/ PHOTCELL DUPLEX W/ GFIC O O FAN G" O �( RECESSED LED DOWNLIGHT O % 3X12 RIDGE 3X3 3X12 TYP. 6X6 GALV. STL. PIPE RAILING 12" FIBER CEMENT TRIM FIBERGLASS WINDOWS, TYP 4" FIBER CEMENT TRIM FLOOD LIGHTS LL\ ]ILL LLL�\ LL11 1� n East 1/4" = 1'-0" 3'-6" 2" 12'-4" JV 9'-2" 3'-2" --------------- I II II II II II II II II II I I II II II II II II II II II I � U II II II II II II II II I II II II II II II II II �°`� I II II II II II II II II I 10 N II II II II II II II II .ON IL_11__1L_JI__ll_ IL_11__IL=� L FIBERGLASS G" -- --- SHWR LAV WC 8X8 I UP DN SCUPPER U 2 0 I 3 0o I I A-2 I A T (MINI -SPLIT I DN TO HAVE MIN. HSPF _ I OF10.0& - I SHALL PROVIDE ' T I I HEATING TO I O I _ _ _ _ _ GEST T N I THE I 7 UNIT.) �US A 3 _ _ _ _ P z-6 SF I MINI SPLIT--- HVAC ABV. _ @ 72" AFF a) -- --- O SLOPED 30 CFM r INTAKE FAN I ------ PER WHOLE- PVC ROOF UNDER 8X8 HOUSE COMPOSITE DECKING SCUPPER/ VENT. i ------ I I I I I I I I I I I I LEADER BOX REQS. ■�■�■�■�■� 4'-33/4" anical whole - ■ fan shall meet 15.4 ■ ■ ■ ■ ■ ■ ■ 111 5 Level3 6 Level 1 /4" = 1'-0" 1 /4" = 1'-0" C3 I cc I w m � CARBON Y MONOXIDE° ° D TECTO-- O SMOKE O DETECTOR 0 w z m Q U 3' - E 1 /2" 4' - 3 3/4" 12'-4" 2 A-2 5'-0" 2X8RAFTERS n North J 1/4" = V-0" 2 A-2 12'-4" 9' - 7 3/4" EXISTING HOUSE < I EXISTING PATH -CRIMP 3A. MTL. OF . WD. LING 3ALV. STEEL RAILING <T. iCEMENT G ,ER _NT TRIM n West 1/4" = V-0" APPROVED BY PLANNING IDec 12 2023 I I ------------- BD5/RS6 Zone Corner —.Flag Setbacks: Required Actual Front -------- Sides - 5' ---------- : 5', 12.6' ------ Rear ---------' 15 ---------- 16.5' Other --------- 30' ----- 29.8' Height :.__.__.__._- 2'- 8 1/4 I DATUM POINT EXISTING TOP 424 DALEY ST E, _ _ _ _ _ _ _ _ _ I OF MANHOLE EXISTING WATER ------- --- SEWER & 12" SONOTUBE — — �— — STORM SEWER 1 -- O FOUNDATION, 72' 74' IN STREET 10 TYP. 30.'1 76' HEIGHT CALCULATIONS 1 .1i NJ W/ PHOTOCELL I B _ + 79' N A = 79' 1 V $ O I - EXIST. 125 AMP C = + 76' 1 B = 78' "' i WP ELEC. PANEL I D = + 76' r ***SURFACE WATER 1 ON INSIDE I I TOTAL = 309RUNOFF FROM CABT ABV. I 30 CFM I AVG. = 77.25' EXISTING IMPERVIOUS SURFACE W.C. I `\ D.S. C\I INTAKE FAN I I RESIDENCE I AREAS SHALL NOT 1 � r TOTAL EXISTING IMPERVIOUS SURFACES = 2,133 SF PER WHOLE-% NEGATIVELY IMPACT D.S. I H.B. a HOUSE I - OWNED BY - _� V � N I I � NEIGHBORING 3 3 1 VENT. % TOTAL NEW IMPERVIOUS SURFACES= 60 SF T JENSEN, co NOTE: GARAGE TO ONLY (FOR DRIVEWAY EXTENSION & STAIR REQS. r I CAROL l o PROPERTIES AND CITY U? A-2 A 2 I BE USED BY ADU RESIDENT I TRUST RIGHT-OF-WAY.*** FOUNDATION. M MINI -SPLIT I- ----� LO ELECTRIC TANKLESS THERE ARE NO OTHER NEW IMPERVIOUS 1,231 SF I (MINI -SPLIT COND. ON UNHEATED WATER HEATER I SURFACE IE NO NEW DECKS, WALKS, ETC. TO HAVE _ _ _ _ _ _ 12" GARAGE 1 p MIN. HSPF ALL II I OF10.0& II ___ _ o SHALL PROVIDE It+ �� 15 - EXISTING 2X4 HEATING TO @ 72" AFF WALLS, STRUCTURAL LOT COVERAGE THE LARGEST SPLIT li -- i1 \` - RESIDENCE = 1,231 SF ,_„ N ZONE OF THE I II � iv SISTER IN I EXTEND SEWER M N FiVAC @ __====�1 235 SF\ N NEW 2X6 NEW GARAGE APARTMENT = 542 SF o __ EXTEND WATER (WATER AND SEWER LINES HOUSI G UNIT.) Z2" AFF II STUDS I BE LOCATED 10' APART MINIMUM) iY) TOTAL = 1,713 `r' 5' - 0" - _<12 - 4 _ - 1 2, 8„ _, _ _ -4:. I-------J1 a01 THRU-WALL HOOD VENT 100 400 ii HEAT O 15 COVERAGE = 58% 1 10 CFM MAX WITH WALL CAP il====__�; DETECTOR I I NEW II I LOT = 3,049 SF _ A`DU 1 ', I ti TIE DOWNSPOUTS 6X6 MTL. m=== - / OVER/ 1 ; _ G INTO EXISTING DOWNSPOUT, OWNER/CONTRACTOR IS RESPONSIBLE FO� I EXItII� 1 DRAINS, TYP CO TYP. EROSION CONTROL AND DRAINAGE N r ----- "D.S_ N. _ _ I GARAGE EXI ING TR Li D.S. -GALV _T. ------ ;{ •RELOCATED I STEEL O'- STAIRS I ------ - . ' _ :� __,GATE/FENCE 10 DEFERRED - DESIGN i CAI -NEW CONCETE PAVING'• N— — — — — — 0 I I 542 SF' I„ , NEW C NCRETE PAVING C = 76' �' , N E BAC EXISTING FENCE x m D=76' EXISTING PAVED DRIVE 7 CONCRETE SHALL NOT BE ALLEY LOCATED IN THE CITY 2'X4' UP PAR G FOR — CONCRETE J WP - - ALL UTILTIES SHALL BE PLACED RIGHT-OF-WAY. EV. CHARGING STATION T CARS FLOOD LTS ON 12" THICK I BY OWNER, RELOCATED I UNDERGROUND TO THE NEW ZONED COMMERCIAL PHOTOCELL CONCRETE NEW WOOD ; •` I STRUCTURE. A MINIMUM OF 3' (NO SETBACKS) BY CONTRACTOR PAD GATE IN FRONT HORIZONTAL SEPARATION AND OF STAIR V VERTICAL SEPARATION IS I ***SEWER LATERAL SHALL BE REQUIRED BETWEEN THE DRY 3' - 6 UTILITIES (POWER, GAS, REPLACED OR RELINED AS ENGINEERING DIVISION PHONE, CABLE, ETC.) AND _- DIRECTED BY CITY OF EDMONDS SEWER, WATER, AND STORM, APPROVED AS NOTED = _ _ ENGINEERING INSPECTOR PRIOR AND 5FROM ANY CITY MAIN LINES./xis >. TO FINAL APPROVAL OF PROJECT. 12/07/2023 ROW AND/OR SIDE SEWER PERMIT ALL DISTURBED SOILS SHALL BE MP T AMENDED PER CITY OF WILL NEED TO BE OBTAINED TO NO STORMWATER MANAGEMENT SYSTEM COMPLETE ANY WORK ON THE EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. REQUIRED AT THIS TIME. IF NEW AND/OR EXISTING DRIVEWAY SEWER LINE. *** REPLACED IMPERVIOUS SURFACE EQUALS "_ , , 2000SQFT OR GREATER, A STORMWATER OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING MANAGMEMENT SYSTEM MAY BE REQUIRED ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. PER CITY CODES AND STANDARDS NO WORK PERMITTED IN THE CITY RIGHT-OF-WAY. Level 1 Site Plan ALL STAGING, EQUIPMENT, MATERIALS, ETC. SHALL BE 1 /4" = 1'-O" $ 1 " = 20'-0"1) LOCATED ON PRIVATE PROPERTY. SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM (j AIA • r � r s PM �1 4+ Aft rOR RESUB Nov 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PLANS AND ELEVATIONS Project number 1-2023 Date 11 /30/23 Drawn by Checked by A-1 WGG WGG Scale As indicated N N r rn N 0 00 N CID N bo 0 v bo n WALL SECTION ' 3/4" = 1'-011 106.04' 2 A-3 Top of Beam 26' - 4 1/2" oel ---- (4) TRTD. 2X6'S 22 GA GALV. COPING Level 3 17' - 10 1/2" 12" 5" 2" DIAM GALV. POSTI ---- 1 A-3 12" 3" I� GALVALUME RIDGE CAP NOTCH & BOLT BEAM TO POST W/ (3) 5/8" X 6" GALV. STRAP GALV. BOLTS 3 A-3 - - - 4 \ A-3 1X6 COMPOSITE DECKING ON TAPERED TRTD. 2X4'S (TAPER @ 1/4":V) @ 16" O.C. + + + 3X12 GALV. JOIST HANGERS TRTD. 3X3 TRTD. 3X12 PVC. ROOF MEMBRANE ON TRTD. 3/4" PLYWOOD TRTD. 2X4'S @24" O.C., SCREWED 26 GA GALVALUME 5 V-CRIMP ROOF TRTD. 2X8 @ 24" O.C. 9 q_3 HURRICANE CLIP @ EA RAFTER 1 1/2 GALV. DRIP EDGE 6 A-3 TRTD. ROUGH CUT 6X6, EXTEND DOWN TO 1ST FLOOR 1.5" GALV. PIPE RAILING (4" SPACING) GALV. FLASHING COLLAR @ POST 5 A-3 8"X8"X8" GALV. 22 GA. LEADER BOX GALV. SCUPPER 15# BLDG. FELT ON 5/8" ROOF DECKING (j AIA _ Top of Beam ` 26'- 4 1/2" � Level 3 17' - 10 1/2" —Level 2 91 _ O11 L— 26 GA 2X10 JOISTS @ 16" O.C. CLOSED CEL RAY AM INSULATION 1/2" GYP BD. GALVALUME Level 1 ROOFING ON 1X2 TRIM R-43 DOUBLE 2X6 PLATE o' -off TRTD 2X4 SLEEPERS _7771 TRTD 2X6 RAFTERS @ 24" O.C. 1" GALV. CONDUIT HARDI TRIM OVER WEATHER BARRIER ON 1/2" PLYWOOD Level 2 1 _ OII LAP PLYWOOD OVER WALL FLOOR CONNECTION FIBER CEMENT SIDING ON WEATHER BARRIER OVER 1/2" PLYWOOD GALV. ESCUTHCEON BRACKET W/ SWIVEL R-27 1 X4 BASE 2X10 JOISTS @ 16" O.C. 1X2 TRIM BOLT INTO FRAMING 2X6 STUDS @ 16" O.C. CR-27 CLOSED CELL SPRAYFOAM INSULATION 1/2" GYP. BD. OVER 1/2" PLYWOOD RESILIENT PLANK FLOORING 3/4" T&G PLYWOOD DECK R — 3 2 I � 1/2" GYP. BD. CLOSED CELL SPRAY FOAM INSULATION 2X10 RIM JOIST 2X6 STUDS @ 16" O.C. 1/2" GYP. BD. CLOSED CELL OVER 1/2" Cl) SPRAY FOAM PLYWOOD C� INSULATION R-27 RESILIENT PLANK FLO,OR]NG R-27 TRTD. 2X4 SOLE PLATE EPDXY EXISTING SLAB ON GRADE= R-1 APPROX. BOLTED INTO SLAB 1X4BASE SLAB Level 16.33' OI _ O I I d 9 I - -I > ' - `d G .. - ' - , - da • . a _ a - e d - _ EXISTING FOUNDATION 6"X6" STEEL GUTTER n Section A 1/4" = 1'-0" �31 Section B 1/4" = 1'-0" Top of Beam 26' - 4 1/2" _ Level3 17' - 10 1/2" Level2 — 91 -off Levell 0'-0" 1 • r '.imp � r s PM Aft Aft W" oft rl� RESUB Nov 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WH ITLOCK 424 DALEY ST. EDMONDS, WA SECTIONS Project number 1-2023 Date 11 /30/23 Drawn by WGG Checked by WGG A-2 Scale As indicated 26 GA. 6-V CRIMP GALVALUME ROOF 12" 3" 2X4 TRTD. @ 24" O.C. 2X6 TRTD RAFTERS @ 24" O.C. HARDITRIM OVER TYVEK OVER 1/2" PLYWOOD 1 AWNING @ WALL FLASHING 1 1/2" = V-0" STRIP OF PVC SLEEPERS & F MEMBRANE 5/4 X 6 COMPOSITE DECKING TRTD.TAPEREE 2X4'S @ 16" O.0 PVC ROOFING 10" CLOSED CELL INSULATION n ROOF DETAIL 1 22 GA. FLASHING TUCKED UNDER HARDITRIM L FLASHING STRIP ADHERED TO ROOF n n 2X8 TRTD. LEDGER OVER TYVEK + BOLTED TO FRAMING W/ 1/2" X 6" LAG BOLTS STAGGERED 12" O.C. Y ATTACH RAFTERS TO JOIST HANGERS W/ (6) 1/4"X1-1/2" SCREWS AND (6) 1/4"X1-1/2" SCREWS AT LEDGER. CIO" r\/T nl ADDITONAL GENERAL NOTES: HARDITRIM OVER TYVEK OVER 1/2" PLYWOOD GALV. COLLAR FLASHING CUT INTO 6X6 22 GA GALV. COPING & CLEATS RUN PVC OVER CURB 3" 3" DIAM. SCUPPER W/ FLASHING GALV. LEADER BOX 8"X8"X8" 6X6 DOWNSPOUT 15# FELT ON TOP OF PLYWOOD & BEHIND PLYWOOD OVA TQTn /l OA" rn rr Q(`DC\A/Cn DRILL HOLE IN RAFTER INSERT CONT. 2 1/4" GALV. SCHEDULE 40 PIPE 2 1/4" GALV. SCEDULE 40 PIPE PER ELEVATIONS 2 AWNING DETAIL 1 1/2" = V-0" OVO T=Tn / 1 OA" /n r% HURRICANE CLI @ EA RAFTER NOTCH POST 6X6 TRTD. POST n TERRACE DETAIL 1 1 1/2" = V-0" OVA TnTn /1) 24" O.C. ALUME ROOF Top of Beam 26' - 4 1/2" 1. MECHANICAL SYSTEMS, ELECTRICAL SYSTEMS, PLUMBING SYSTEMS, AND FIRE PROTECTION SYSTEMS TO BE BIDDER DESIGNED. SUB -CONTRACTORS DESIGNATED TO ACCOMPLISH THE ABOVE WILL BE RESPONSIBLE FOR THE PREPARATION OF DRAWINGS AND APPLICATIONS FOR APPROPRIATE REQUIRED PERMITS. ALL MECHANICAL, ELECTRICAL, AND PLUMBING WORK TO COMPLY WITH APPLICABLE CODES. 2. APPLICATION AND INSTALLATION OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WITH CURRENT WASHINGTON STATE THERMAL INSULATION STANDARDS AND MANUFACTURER'S INSTRUCTIONS. 3. NON -RECIRCULATING HOT AND COLD WATER PIPES LOCATED IN UNCONDITIONED SPACES SHALL BE INSULATED TO R-3 MINIMUM (WSEC SEC 503.11). 4. SAFETY GLAZING SHALL BE INSTALLED IN AREAS SUBJECT TO HUMAN IMPACT ACCORDING TO INTERNATIONAL RESIDENTIAL CODE. 5. ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE -GLAZED AT A MINIMUM AND COMPLY WITH THE WASHINGTON STATE ENERGY CODE REQUIREMENTS OR APPLICABLE ENERGY CREDIT. 6. FIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED IN COMBUSTIBLE LOCATIONS IN ACCORDANCE WITH APPLICABLE CODES. 7. GUARDRAILS SHALL BE PLACED AT ALL UNENCLOSED FLOOR AND ROOF OPENINGS, LANDING RAMPS, BALCONIES, DECKS OR PORCHES WHICH ARE MORE THAN 30" ABOVE FINISHED GRADE OR FLOOR BELOW. TOP OF GUARDRAILS SHALL NOT BE LESS THAN 36" IN HEIGHT. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERNING WHICH WILL NOT ALLOW THE PASSAGE OF A 4" SPHERE. 8. ONE HANDRAIL SHALL BE PROVIDED AT EVERY STAIRWAY HAVING FOUR OR MORE RISERS. TOPS OF HANDRAILS SHALL BE NOT LESS THAN 34" NOR MORE THAN 38" ABOVE THE NOSING OF TREADS. HANDGRIP PORTIONS OF HANDRAILS SHALL BE NOT LESS THAN 1 1/2", NOR MORE THAN 2" IN CROSS -SECTIONAL DIMENSION AND SHALL TERMINATE IN WALLS OR NEWEL POSTS. 9. PROVIDE WOOD OR METAL BLOCKING AT PARTITIONS, CEILINGS, AND WALLS FOR ALL MOUNTED ACCESSORIES/ART AS REQUIRED. 10. EXHAUST FANS VENTED TO THE EXTERIOR ARE REQUIRED IN ALL OF THE FOLLOWING LOCATIONS: BATHROOMS, POWDER ROOMS, LAUNDRY ROOMS, AND KITCHENS. VENTING TO BE INSTALLED IN ACCORDANCE TO APPLICABLE CODES. 20. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR COORDINATING ALL WORK INCLUDING ADDITIONAL PERMITS AND SUBCONTRACTOR WORK. 11. CONTRACTOR SHALL CLEAN ALL SURFACES PRIOR TO OCCUPANCY TO THE SATISFACTION OF THE OWNER. 12. ALL EXTERIOR JOINTS SHALL BE SEALED, CAULKED, GASKETED, OR WEATHER-STRIPPED TO LIMIT AIR LEAKAGE IN THE FOLLOWING LOCATIONS, PER WASHINGTON STATE ENERGY CODE: WINDOWS, SKYLIGHTS, AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF, OPENINGS AT PENETRATION OF UTILITY SERVICES, ALL OTHER OPENINGS IN THE BUILDING ENVELOPE. 13. ALL EXISTING CONSTRUCTION AND LANDSCAPE FEATURES THAT ARE TO REMAIN AS PART OF THE PROJECT SHALL BE PROTECTED FROM DAMAGE THROUGHOUT THE PERIOD OF CONSTRUCTION WORK. ANY DAMAGED CONSTRUCTION OR FEATURES SHALL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR, TO THE SATISFACTION OF THE OWNER, WITH MATERIALS EQUIVALENT OR SUPERIOR TO THE ORIGINAL ITEM(S). 14. GRADING AND PAVING ADJACENT TO THE PERIMETER OF THE BUILDING SHALL SLOPE AWAY FROM THE BUILDING AT A MINIMUM OF 1/4 INCH PER FOOT UNLESS OTHERWISE NOTED. 15. ALL ELECTRICAL OUTLETS, COMPUTER AND TELEPHONE OUTLETS/JACKS, SWITCHES, PULL STATIONS, THEMOSTATS, EXIT LIGHTS, AND ALL OTHER WALL MOUNTED ACCESSORIES SHALL BE ALIGNED VERTICALLY OR HORIZONTALLY WHEN IN CLOSE PROXIMITY. COORDINATION OF THIS ALIGNMENT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. LOCATIONS SHALL BE APPROVED BY THE ARCHITECT. 16. THE EXISTING CONDITION INFORMATION INDICATED IS BASED ON AS -BUILT MEASUREMENTS PROVIDED BY THE OWNER AND OTHER DOCUMENTS PROVIDED TO THE ARCHITECT BY THE OWNER. THE INFORMATION IS NOT GUARANTEED AS TO ITS COMPLETENESS OR ACCURACY BY THE ARCHITECT. THE CONTRACTOR SHALL BE OBLIGATED AS A MATTER OF COURSE TO VERIFY, BY FIELD MEASUREMENTS, ALL SURVEY INFORMATION GIVEN. THE EXISTENCE AND LOCATIONS OF UNDERGROUND UTILITIES INDICATED ON THE DRAWINGS ARE NOT GUARANTEED AND SHALL BE INVESTIGATED AND VERIFIED IN THE FIELD BY THE CONTRACTOR BEFORE STARTING ANY WORK. ALL SEWER, SEPTIC, DRAINAGE, ELECTRICAL, AND UTILITY CONDUITS OR PIPING LOCATIONS SHALL BE REVIEWED AND COORDINATED IN THE FIELD BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. 17. ALL MECHANICAL ELECTRICAL AND PLUMBING SYSTEMS TO BE DESIGN -BUILD BY THE GENERAL CONTRACTOR AND THEIR LICENSED AND QUALIFIED SUBCONTRACTORS. SYSTEM DESIGN INCLUDING SIZING OF EQUIPMENT, DUCTING, AND SYSTEMS SHALL BE COORDINATED BY THE GENERAL CONTRACTOR TO MEET THE REQUIREMENTS PROVIDED BY THE OWNER, THE MANUFACTURER, AND APPLICABLE LOCAL AND INTERNATIONAL BUILDING AND ENERGY CODES. THE ARCHITECT WILL ONLY PROVIDE INPUT AND COORDINATION AS IT RELATES TO GENERAL DESIGN INTENT FOR FIXTURE TYPE AND PLACEMENT, AND AS IT RELATES TO AESTHETICS OR DESIGN INTENT. SYSTEM SIZING, LAYOUT, AND DIAGRAMS SHOWN ARE FOR DESIGN INTENT AND PERMITTING REQUIREMENTS BY THE AUTHORITY HAVING JURISDICTION AND ARE NOT A SUBSTITUTE FOR QUALIFIED SYSTEM DESIGN AND INSTALLATION. I; - - _- `�� 18. REFER ATTACHED STRUCTURAL DRAWINGS. 19. WHERE IN CONFLICT WITH ARCHITECTURAL DRAWINGS, THE STRUCTURAL DRAWINGS TAKE PRECEDENCE. 20. THE SMOKE DETECTOR, CARBON MONOXIDE DETECTOR, AND HEAT DETECTOR SHALL ALL BE INTERCONNECTED AND ONE ALARM SHALL TRIGGER ALL ALARMS. 21. THE EXISTING HOME HAS 3 SHOWERS, 3 SINKS, 2 TOILETS, 1 HOSE BIBB, AND 1 WASHING MACHINE. 22. THE PROPOSED ADU HAS 1 SHOWER, 2 SINKS, 1 TOILET, AND 1 HOSE BIBB. 23. BATHROOM VENTILLATION FAN SHALL BE 50 SFM. 24. COOKTOP VENTILLATION SHALL BE 100-400 CFM MAX. 25. WHOLE HOUSE VENTILLATION SHALL BE PROVIDED BY A CONTINUOUS 30CFM INTAKE FAN AT THE FIRST AND SECOND FLOORS. 22 GA. FLASHING COLLAR CONT. SOLDIER ARO FLASHING FLASHING COLLAR DETAIL 3 1 1/2" = 1'-0" 3X12 BEAM NO] n PLAN @a 6X6 COLUMN & 3x12 BEAMS 1 1/2" = V-0" TRTD. 6X6 CONT. CAULKING SAWCUT & CAULK INTO 6X6 POST 22 GA COPING & CLEATS THRU-BOLT BEAM INTO COLUMN W/ (3) 5/8" GALV. BOLTS 3X12 BEAM NOTE: DETAIL FOR ILLUSTRATION OF INTENT ONLY. DEFERRED DESIGN BY OTHERS TO BE SUBMITTED AT A LATER DATE. HANDRAILS SHALL MEET IRC R311.7.8 HAND 8 RAILING 1 1/2" = V-0" 1 1/2" GALV. PIPE RAILING WELDED 1 1/4" GALV. PIPE RAILING WELDED 3-3/4" BETWEEN MAX. VERTICAL 1 1/2" GALV. PIPE BALUSTERS PER ELEVATIONS PIPE WELDED TO TOP OF CHANNEL DIAMOND TREAD GALV. PLATE 12" C-CHANNEL GALV. STRINGER f NOTE: STAIR AND HANDRAILS SHALL BE DEFERRED DESIGN ITEMS. O i/A (_AI \/ DIDC GALV. SWIVEL ESCUTCHEON BOLTED INTO FRAMING ESCUTCHEON DETAIL 4 1 1/2" = V-0" (SIMILAR @ DOOR AWNING EXCEPT 1 1/4" PIPE) NOTE: REFER STRUCTURAL DRAWINGS FOR EXACT STRUCTURAL REQUIREMENTS, CONNECTIONS, AND FASTENERS. RAILING 1 1/2 =1 0 NOTE: DETAIL FOR ILLUSTRATION OF INTENT ONLY. DEFERRED DESIGN BY OTHERS TO BE SUBMITTED AT A LATER DATE. 1 1/2" GALV. PIPE RAILING INTERMEDIATE RAILS 1 1/4" GALV. PIPE 3-3/4" MAX. BETWEEN RAILS VERTICAL 1 1/2" GALV. STEEL PIPE PER ELEVS 3 1/2" X 1/4" GALV. STL. PLATE BOLTED INTO FRAMING (j AIA rp DID r.V-1 I�1 rpk r • I r �1 r� 14 Oak rPR t 0 , ` � r rl�l 1 � r 1 NEW 100 rp DID RESUB Nov 30 2023 CITY OF E DEVELOPMENTT SERVICES DEPARTMENT r WH ITLOCK 424 DALEY ST. EDMONDS, WA DETAILS Project number 1-2023 Date 11 /30/23 Drawn by WGG Checked by WGG A-3 Scale 1 1/2" = V-0" Q 0 co N O N RD M SPECIFICATIONS 01000.1. STORAGE SPACES: a) Provide suitable and sufficient enclosed covered spaces, with raised flooring to protect materials and equipment subject to damage by weather or construction work. b) The Contractor shall assume full responsibility in storing materials. Any damage to materials in storage shall be replaced by the Contractor. 01000.2. FENCING AND BARRICADING: a) Construct and maintain barricades sufficient to prevent injury to persons and damage to property. 01000.3. TOILETS: a) Provide adequate temporary chemical outside toilet facilities for use of persons working at site. b) Maintain toilets clean and in sanitary condition. 01000.1. ELECTRICITY AND TEMPORARY LIGHTING: a) Adequate artificial light shall be employed by all Contractors engaged upon this operation wherever and whenever good and sufficient natural light is lacking. To facilitate this, the Electrical Contractor shall install adequate electrical feeders. Subcontractors shall provide at their cost, lamp strings, extensions, sockets, and lamps as required. b) Meter loop, main switch, and service shall be secured and paid for by the General Contractor whom shall, likewise, at his own cost, furnish all current used for temporary lighting purposes. (Construction electrical power must come from an outside power source.) 01000.2. WATER: 03100.2. a) Contractor shall make arrangements and pay any costs incident thereto, to obtain03300.3. ade uate supplyof water for construction. q 01000.3. HEATING AND VENTILATION: a) Provide heat to prevent damage to work in place and to expedite progress of work. b) The Contractor shall pay for fuel and operation if permanent system is used for temporary heat. 01000.4. CLEANING: a) Remove temporary work when need for its use has passed. b) Clean spaces that were occupied by temporary work. Remove debris, rubbish, and excess materials from site. Burning or burying not permitted on site. c) Repair damages caused by installation or use of temporary facilities. 01000.1. JOBSITE MAINTENANCE: a) The "Cleaning -out" of concrete trucks at the job site or any adjacent property, shall be strictly prohibited. 01000.2. SHOP DRAWINGS: a) Shop Drawings are required for windows, doors, cabinets, countertops, structural steel, engineered beams, and stairs and railings. b) The contractor shall review and stamp before submitting them to the Architect. All shop drawings not submitted as specified herein shall be returned to the Contractor for prompt resubmittal. c) Review of Shop Drawings by the Architect will be for General Compliance with Contract Drawings. No responsibility will be assumed by the Architect for correctness or dimensions, quantities or details. d) The Contractor's submittal shall clearly note: The date of submittal, dates of previous submittals and revisions and the name and address of the Manufacturer and/or Supplier. e) All prints used by the Contractor in connection with the work of the terms detailed on the shop drawings must bear the Architect's shop drawing review stamp, "Approved As Noted". f) By review and submitting shop drawings the Contractor thereby represents that he has determined and verified all field dimensions, construction criteria, catalog numbers and similar data and that he has checked and coordinated all trades and related shop drawings. 01000.3. "PUNCH LIST": a) When the Project nears completion, the Contractor shall prepare a list of items to be completed or corrected. This list shall be presented to the Architect for his review, verification, and amendments to be made thereto. 01000.4. GUARANTEES WARRANTIES AND BONDS: a) The Contractor shall provide Guarantees, Warranties and Bonds for all work and for all operating equipment as called for in various sections of the Specifications in triplicate. b) All Guarantees, Warranties, and Bonds must be submitted prior to Final Inspection. 01100.1. SELECTION AND PAYMENT The Contractor shall select, hire and pay for the services of an independent testing laboratory to perform inspections and test of materials and construction. The Owner shall designate the number(s) and type(s) of all test(s). The laboratory shall promptly submit written reports of each test and inspection made to the Owner, Architect, Engineer, and Contractor and to such other parties the Owner may specify. 01100.1. GENERAL SCOPE OF TESTING AND INSPECTION The Laboratory retained by the Contractor shall conduct tests and inspections as directed solely by the Owner. The following listing of tests and inspections that may be conducted by the Owner's Testing Laboratory is listed here below for the Contractor's general information only; however, in no way is it suggested that the tests and inspections by the Testing Laboratory are limited to those listed here below: Concrete: Plant and job site inspections, samplings(cylinders). Laborator and /or job 1 p �Y 1 site testing of all types and strengths concrete required. 02100.1. GENERAL: Includes clearing and grading as indicated on the Drawings or specified herein. 02100.2. CLEARING AND GRUBBING: Remove completely all brush, shrubs, trees, roots, underground services, foundations, etc., within the confines of the property lines and in the area of work. This shall include, but not be limited to the following: a) Topsoil stripping. b) Clearing and grubbing. c) Removing above -grade improvements. d) Removing below -grade improvements. 02100.2. JOB CONDITIONS: Protect existing trees and other vegetation that is to remain in place. Provide temporary guards to protect trees and shrubbery. Conduct site clearing operations to insure minimum interference with roads, streets, walks, or other occupied or used facilities without permission from authorities having jurisdiction 02100.3. DISPOSAL OF WASTE MATERIALS: Stockpile topsoil to be reused for fine grading. Remove waste materials and unsuitable and excess topsoil from Owner's property and dispose of off -site in legal manner. 02200.1. SITE GRADING: a) All areas outside the building lines and adjacent to walks and drives shall be filled and graded to the contours indicated on the drawings. Only topsoil shall be used for this filling. All slopes and changes in elevations shall not be abrupt. 02200.2. EXCAVATING, FILLING AND BACKFILLING: a) All excavations shall be made to proper depth and correct line, with sufficient allowance for correct forming, shoring and inspection of foundation work. The excavation shall be carried only to the elevations shown on the drawings, excavations carried deeper than required shall have excessive depth filled with concrete of the same type and strength as the structure above. Bottoms of all excavations shall be left level, free of rubbish and reasonably smooth. The Contractor shall provide all sheathing, shoring and bracing where required to maintain the earth wall of the excavation. The open excavations shall be examined and approved by the Architect before any concrete is placed. b) Keep excavations free of water. Provide pumps, hose and drainage ditches for this purpose. A minimum of two (2)-operating pumps capable of draining excavations shall be maintained on the project. c) All soft spots within the area to be occupied by any construction shall be dug out and removed. The clean and excavated area within the building line and to a point five (5) feet beyond the building lines shall be compacted to finish grade with a sheep foot roller or other similar means to a minimum density of 95% Modified Proctor Test A.S.T.M. D-1557. This area shall be tested by an independent testing laboratory before the Contractor shall be allowed to proceed. Any tests that do not come up to the specifications shall be retested at the Contractor's expense. d) All earth fills used in areas occupied by construction shall have a plasticity index not to exceed fifteen (15). 03300.3. REMOVAL OF FORMS: a) No construction loads exceeding the structural design loads shall be supported upon any unshored portion of the structure under construction. No construction load shall be supported upon, nor any shoring removed from any part of the structure under construction until that portion of the structure has attained sufficient strength to support safely its weight and the loads placed herein. This strength may be demonstrated by job -cured test specimens and by a structural analysis considering the proposed loads in relation to these test strengths. Such analysis and test data shall be furnished 9 Y b the Contractor to the Engineers. Y 9 b) Forms shall be removed in such a manner as to insure the complete safety of the structure. Where the structure as a whole is adequately supported on shores, the removable floor forms, beam and girder sides, column and similar vertical forms may be removed after twenty- four (24) hours provided the concrete is sufficiently strong not to be injured thereby. c) Form supports of pre -stressed members may be removed when sufficient pre -stressing has been applied to enable them to carry their dead loads and anticipated construction loads. PREPREPARATIONS FOR CONCRETING: a) Do not start placing concrete until necessary preparations have been completed and Architect's approval given. Concrete shall not be placed at any time except under the direct observation of the Architect, nor outside of regular working hours unless the Architect is notified at least 24 hours in advance and his representative is at the job site. Preparations consist of completing all form work involved, placing all reinforcing steel pipes, conduits sleeves hangers,anchors column ,pp anchor bolts, fastening devices and such other work to be built into concrete in section to be poured, and any other. All hole sizes and locations for mechanical and electrical work are the responsibility of the Contractor. b) Remove hardened concrete and foreign materials from inner surface of mixing and conveying equipment. c) Do not place concrete on frozen soil; provide adequate protection against frost action during freezing weather. d) All sub -soils for slabs on ground shall be approved before placing concrete. DEPOSITING CONCRETE: a Conveying and depositing of concrete shall be in Y 9 p 9 accordance with "Recommended Practice for Measuring, Mixing and Placing Concrete" ACI 614. Concrete shall be handled from the mixer to the place of final deposit as rapidly as practicable by methods which will prevent separation or loss of ingredients and in a manner which will assure that the quality of the concrete is obtained. b) Concrete shall be deposited continuously, or in layers of such thickness that no concrete will be deposited on concrete which has hardened sufficiently to cause the formation of seams or planes of weakness within the section. If a section cannot be placed continuously, construction joints shall be located at points as provided 1 p for in the drawings or as approved. Placing shall be carried on at such a rate that the concrete, which is being integrated, with fresh concrete is still plastic. Concrete, which has partially hardened or been contaminated b p Y Y foreign materials shall not be deposited. 9 p c Where surface mortar is to be the basis of the finish, the coarse aggregate shall be worked back from the forms with suitable tools so as to bring a full surface of mortar against the form, without the formation of excessive surface voids. All concrete shall be consolidated vibration spading, roddin or forking so that 9 9 the concrete is thoroughly worked around the reinforcement around embedded items and into corners of forms, eliminating all air or stone pockets which may cause honeycombing, pitting, or planes of weakness. Mechanical vibrators shall have a minimum frequency of 7000 revolutions per min. and shall be operated b p p Y competent workmen. Over vibrating and use of vibrators shall be inserted and withdrawn at many points, from 18 to 30 inches apart. At each insertion the duration shall be sufficient to consolidate the concrete but not sufficient to cause segregation, generally from 5 to 15 seconds duration. A spare vibrator shall be kept on the job site duringall concrete placing operations. p 9 p d) Concrete structures, whenever possible, shall be cast in one operation, but where this is not possible, the resulting joints shall be roughened and cleaned of foreign materials and laitance, using a stiff wire brush and a stream of water; then be slushed with a mortar or water, cement and sand mixed in similar proportions to the mortar in the concrete. The mortar shall be as thick as possible on vertical surfaces and at least 1/2" thick on horizontal surfaces. The fresh concrete shall be placed before the mortar has attained its initial set. If placing the concrete is suspended, all necessary grooves for joints for future work shall be made before the concrete has had time to set. e Concrete shall not be placed when the temperature is 50 degrees Fahrenheit or less and falling. It may be placed when the temperature is 40 degrees Fahrenheit within a 12-hour period from conclusion of the pour. The methods and recommended practice as described in ACI Standard 604 shall be followed for winter concrete and ACI Standard 605 shall be followed for hot weather concrete. a) Do not start during rain, nor continue during such weather after starting except to come to a suitable cut-off point. Concrete placed during rain to have cement content increased in the amount of one sack of cement per cubic yard of concrete. b) No concrete shall be placed in water, nor shall water be permitted to rise on it. c) Expansion and watertight joints, of the type indicated on the drawings shall be constructed where shown. d) No wheeling, walking, working or other activities will be allowed on the finished surface within 48 hours after same has been placed. e) Concrete for slabs on ground of stiff consistency, well tamped in place and thoroughly compacted. Metal fabric or bar reinforcement embedded approximately in lower third of slab, unless otherwise shown. f) Unsatisfactory Concrete: 1. Concrete represented by a low 7-day test break shall be cured 7 additional days. 2. If the 28 day test is low, the Contractor may take a core in accordance with 1704, ACI 301. If the core tests low or none is made, proceed as follows: a) Walls, slabs on ground and footings - remove at once and replace with richer concrete. b) Structural Slabs - A load test may be made to the Architect's satisfaction. If the temporary and permanent deflections are satisfactory, the concrete in question can be saved. If the test is unsatisfactory, or if no test is made, the concrete shall be removed and replaced. c) Load test in accordance with Chapter 2, ACI 318. As soon as a low test is reported, the cement factor shall be increased at once by 1/2 bag per yard, until the cause of the trouble is found and removed. d) Where concrete is to be placed with a concrete pump, the grout used to lubricate the lines shall not be placed in the forms. The grout shall be disposed of in a satisfactory manner. 06100.2. SCOPE: Includes all labor, material, equipment, accessories, and services required for all rough carpentry as hereinafter specified or required by the drawings. 06100.3. MATERIALS: a Lumber standard: American softwood lumber standard PS 20 U.S. Dept. Comm.) S4S kiln dried. b) Structural Framing: No. 2 grade southern pine kiln dried. c) Studs: No. 2 grade, spruce -pine -fir, kiln dried. Studs shall be 2 x 4 or 2 x 6 (See Drawings for location) and spaced 16" o.c. unless otherwise shown and blocked not over four -foot centers. d) Post and beams: No. 1 southern pine, kiln dried and pressure treated. e) Wood Treatment: Preservative, pressure treated wood AWPA Standards, waterborne preservative with a retention assay of 0.25 lbs./cu.ft. f) All lumber on contact with concrete or masonry and sole plates: Pressure treated No. 2 southern pine. All sill plates shall be wolmanized and set on an approved silicone continuous bead to seal against air penetration, and shall have 1/2" diameter anchor bolts every 48" o.c. and at each end of each individual piece. g) Headers: All openings 4'-0" and less shall have double studs at jambs and shall have two - 2 x 8's installed vertically with 1/2" plywood filler for lintels. All openings 4'-0" and wider, but less than 10'-0" shall have two - 2 x 12's installed vertically with 1/2" plywood fillers for lintels, unless noted otherwise. h) Blocking: Contractor shall provide wood blocking for draperies on topsides of all windows. Verify locations with Owner and Architect. Contractor shall also provide wood blocking for all towel bars and hooks in p 9 Bathrooms, Powder Room, and Dressing Rooms. i) Furring: The Contractor shall furr around all HVAC ducts and plumbing pipes, and do all necessary cutting and patching if such furring is required. j) Roof Sheathing: APA rated sheathing, exterior exposure durability classification, thickness shown on plans - minimum of 5/8" thick. a Sub -flooring: APA rated 3/4" thick underla ment exterior, tongue . Y 9 and grove edges, nailed with ring -shank nails and glued to joist. b Exterior Wall Sheathing: Corner brace all corners of house with /2 CDX plywood and cover w/ felt. See Rough Hardware note below). Install p Yw ( 9 ) 1/2' CDX plywood wall sheathing behind all areas to receive stucco. Install 1/2" CDX plywood wall sheathing behind all horizontal lap siding. Install all sheathing in strict accordance with manufacturer's specifications. c) Rough Hardware: Furnish all nails, screws and bolts necessary for fastening materials. All fasteners on the exterior shall be hot dipped galvanized. All inside and outside corners of exterior walls shall receive 16 Ga. galvanized steel, 1/4" X 1 V-4 3/8" "X" bracing or 1" x 6" diagonal bracing. All joists shall be attached to beams with hangers sized for that joist. d) Sealant: All plates and juncture of exterior frames and studs shall be sealed with Dow Seal foam type insulation or foamed -in -place insulation. Yp p e) Soffits: See Section 0620.14. 06100.2. WORKMANSHIP: a) Except as otherwise indicated, comply with "Manual of House Framing" by National Forest Product Association, including nailing, firestopping, anchorage, framing and bracing. Nail plywood sheathing and panels at 12" o.c. at intermediate supports and at edges with ringed nails and glue to joist. b) Securely attach carpentry work to substrates by anchoring and fasteningas shown and as required b recognized standards. Countersink q Y 9 nail heads on exposed carpentry work and fill holes. Use common nails, except as otherwise indicated. Use finishing nails for finish work. Select fasteners of size that will not p—enetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting of wood; predrill as required. c) All joints in wood members exposed to view shall be mitered and coped. All mitering and coping shall be well fitted, securely nailed or screwed level and true. 06200.1. SCOPE: Finish carpentry includes all millwork interior and exterior p Y wood trim, shelving, cabinets, wood windows, wood doors, stairs, paneling and mantles. 06200.2. STANDARDS: The quality standards of the Architectural q Y Woodwork Institute shall apply and b reference are hereby made a art of this pp Y Y Y p specification. All items shall be economy grade as defined in the latest edition of AWI QualityStandards. Submit shop drawings on all items of millwork. p 9 Contractor shall furnish all millwork which shall consist of everything usual) Y 9 Y classified as millwork such as windows stools aprons, all door frames doors, trim, bases, cabinets, closets, shelving, drawers, moldings and all exterior wood exposed (except that listed under Sections 0610 and 0614 p ( p ), all wood planking or paneling, and all glazing and screens in connection with millwork. 06200.3. PROTECTION: All woodwork shall be placed and handled so as to p 9 9 Y protect against damage b workman vandalism or the elements. Protect millwork from the weather while in transit, and when delivered to the site, shall be immediately placed under cover and protected from the weather. 06200.4. MILLWORK: All millwork shall be thoroughly kiln dried. All interior 9 Y millwork and running trim noted on room finish schedule, as painted finish shall be select and better poplar or approved equal. (Finger Joint is acceptable, verify with Architect). The millwork and running trim noted on room finish schedule as "STAINED" finish shall be cypress or pine- refer Fnish Schedule. Installation: Install architectural woodwork plumb, level and straight with no distortion. Shim as required using concealed shims. Scribe and cut woodwork to fit adjoining work. Anchor woodwork to anchors or blocking or directly to substrates, using concealed fasteners. PAINT GRADE CABINETS: Cabinets noted on Interior Elevations as paint grade, raised panel cabinets shall be overlay construction with concealed hinges. Cabinets shall be constructed of poplar or any approved paint grade material and shall be thoroughly dry and guaranteed against excessive warpage. Any movement more than 1/4" will require replacing. 06200.1. MOLDINGS: The profiles for all moldings such as door and window casings, baseboards, crown moldings. Etc. are shown on the drawings, any changes must be approved by the Architect. 06200.1. STANDING AND RUNNING TRIM: Install with minimum number of joints possible using full-length pieces from maximum length of lumber available. Cope at returns, Miter at corners. 06200.2. WOOD SHELVING: (Includes cabinets and closets) Shall be 3/4" thick birch vener plywood with 1/2 edge banding. ROOFING: 5-V-CRIMP 26 GA. PREFINISHED MTL. ROOF AT ROOFTOP GAZEBO FLAT ROOF: 20-YEAR WARRANTY. SOPREMA, GAF OR CARLISLE PVC MEMBRANE ROOF. CONTRACTOR TO PERFORM FLOOD TEST. LAP SIDING: Shall be Hardie Oblique Cladding with all components including flashing strips and rainscreen castellated timber battens. WEATHER BARRIER: HardieTM Weather Barrier 07100.1. WATERPROOFING: Includes furnishing and installing membrane waterproofing under concrete floor slabs, wall flashing at base of walls, at lintels and above metal wall flashing. 07100.2. MEMBRANE WATERPROOFING: Below concrete floor slabs and where shown on drawings, shall be six (6) MIL Polyethylene film. Joints shall be sealed with mastic. 07100.3. WALL FLASHING: At brick shelf shall be ten (10) MIL Nevastral barrier as manufactured by Rubber and Plastics Compound Co., Inc., or approved equal. The flashing shall be attached to the wall and shall have mastic applied to wall and flashing. 07200.1. WALL INSULATION: Exterior wall insulation shall be 5-1/2" closed cell sprayed foam. 07200.4. RAFTERS: Attic shall be enclosed and insulated. 07200.5. SILL PLATES: All sill plates shall be set on an approved silicone continuous bead to seal against air penetration or Dow Seal foam type roll insulation. 07200.6. STYROFOAM SEALER: Contractor shall have the house sealed with a styrofoam sealer at all rough openings, sill plates and at plumbing locations in order to seal from drafts. 07200.1. AIR INFILTRATION BARRIER: 6.1 MIL thick fabric of polyethylene fibers as manufactured by textile fiber dept., DuPont Co. (TYVEK) Tape all joints. Install Tyvek insulating fabric over all wall sheathing. 07250.1. FIRESTOPPING: Provide a layer of firesto in Y pp 9 material at perimeter of chimney at floor structure and roof structure as manufactured by 3M Brand Fire Barrier Products - 3M Brand Fire Barrier Moldable Putty or approved equal. 07550.1. GENERAL: The Contractor shall furnish all labor, material, equipment, accessories, etc., required for all exposed fastener metal roofs. 07550.2. MATERIALS: All roofs shall be 5 V-crimp 26 Ga. galvalume except Banquette whith shall be galvaume standing seam. 07600.1. GENERAL: The Contractor shall furnish all labor, material, equipment, accessories, etc., required for all sheet metal flashing, counter flashing, valleys, drip edge, gable roof vents and range hood soffit. 07600.2. MATERIALS: Flashing, counter flashing, roof jacks, gable roof vents, valleys, crickets, drip edges and hood shall be 24 ga. galvalume. All sheet metal shall be thoroughly anchored and allowed to expand 07600.1. WORKMANSHIP: The Sheet Metal Contractor shall examine surfaces on which work is to be applied and notify the Architect in writing, if that surface is unsuitable to receive his work. Installation of the work shall constitute acceptance by the Sheet Metal Contractor. All work shall be in accordance with SMACNA guidelines and details. 07900.1. CAULKING & SEALANTS: Includes caulking all joints between door frames and window frames and other materials and any other locations shown on the drawings or requiring caulking for a weatherproof installation. Caulking p comply compound shall IY with F.S. TT- p S-230C Type II. All windows and doorframes shall be caulked for their entire exterior and interior perimeter. Thresholds shall be set in full bed of caulking compound and fastened in place with expansion shields and screws spaced 4" from each end and not over 12" apart. Screws shall NOT be driven home with a hammer but screwed down to a tight close fit to hold thresholds securely in place. Joints between frames and masonry shall be cleaned of all mortar so there is not less than 1/2" in depth to receive caulking compound. Where joints are over 1/2" in depth they should be caulked with a foam rod or other polystyrene suitable material so that the depth of the joint is not over 1/2". All joints to receive caulking compound shall be first primed in accordance with manufacturer's instructions. Caulking compound shall be Pecora,-Dynatrtol II or approved equal. EXTERIOR DOORS: Exterior doors shall be insulated steel WEATHERSHIELD OR MARVIN OR EQ. INTERIOR DOORS: Interior doors shall be solid core pine, pained except where noted. WINDOWS: All windows shall be fiberglass MILGARD TUSCAN OR EQ . W/ 7/8" INSULATED GLAZING W/ SunCoat Max Foam 4th Surface Argon 0.24 U-VALUE 08700.1. FINISH HARDWARE: Contractor shall furnish and install all hardware. Contractor shall allow in his bid, an allowance for the purchase of finished hardware, which shall be selected by Owner and Architect, RE: Cover Sheet. This shall be the net invoice cost of the hardware selected by the Owner, plus tax, less discount. The Contractor shall include in his bid, the percentage for profit, overhead and installation, over and above the cash allowance. If the actual price is more or less, the contract price will be changed accordingly. 08700.2. THRESHOLDS AND WEATHERSTRIPPING: The Contractor shall furnish polished brass thresholds with door bottom weather-strips at all exterior doors, likewise, neoprene weather-strip at head and jamb of all exterior doors and between any exterior pair of doors. Use solid brass nails for attachment of weather-stripping. Set thresholds in continuous, full bed of sealant and bolt using bronze counter sunk bolts with appropriate shield for substrate. Thresholds and weather-stripping are not included in the finish hardware allowance. All hardware is to be covered and protected from damage during the construction and damaged hardware shall be replaced at Contractor's expense. 09250.1. SCOPE: The Contractor shall furnish all labor, material, accessories, etc., required for the complete installation of the gypsum drywall system. 09250.2. MATERIALS: a) Gypsum board shall be of the thickness indicated on the drawings and as manufactured by U.S. Gypsum Company or approved equal. b) Drywall screws shall be Phillips head self -tapping, specifically designed "Drywall" sheet metal screws for application by electric screwdriver. Screws shall have flared neck for compressive tightening of wallboard to frame system. c) Exterior gypsum board is required in garage and moisture resistant board is required in bathrooms. Areas behind tile or marble shall receive Durock Backer Board. d) Exterior corner beads shall be Dur-A-Bead as manufactured by U.S.G. or approved equal. e) Tape shall be Perf-A-Tape as manufactured by U.S.G. or approved equal. f) Casing beads shall be No. 200-B as manufactured by U.S.G. or approved equal. 09250.3. WORKMANSHIP: a) Gypsum board shall be installed in strict accordance with U.S.G. Drywall/Wood Frame Systems specification SA-924. b) Tape and floating gypsum board shall be installed according with U.S.G. Panels and accessories specification SA-927. c) All gypsum board shall be floated and sanded to a smooth finish. No spraying will be allowed. 09300.1. SCOPE: The Contractor shall furnish all labor, materials, equipment, etc., required to install tile and marble as scheduled as shown on drawings. All work shall be in accordance with manufacturer's recommendations. The owner shall provide marble tile and hand painted tile. See Section 102 for allowances. 09300.2. MATERIALS: a) Tile and marble backer board shall be Hardi backer board. b) Ceramic Tile: See drawings for location. See Room Finish Schedule for locations. a) Use epoxy grout for ceramic tile work. 09300.2. WORKMANSHIP: a) Attach backer board to studs and floor over vapor barrier with screws as recommended by manufacturer. Apply Durock tape to joints. b) Install tile and marble in strict accordance with Tile Council of America Specifications. Grout color shall be as selected by Architect. c) Contractor shall provide cutouts for Lavatories, Sinks, Faucets, and etc. 09900.1. SCOPE: The following specifications cover the complete painting and finishing of all surfaces throughout the interior and exterior of the project. Painting Contractor is required to paint or finish all exposed woodwork, exterior and interior, all exposed steel and metal work, all exterior stucco, and interior and exterior gypsum board. a) The Painting Contractor shall supply all labor, materials, tools, ladders, scaffolding and other equipment necessary to the completion of this work. b) It is the duty of the Painting Contractor to examine all the specifications for the various trades and become thoroughly familiar with all provisions regarding painting. c) Bronzed, chromium plate, nickel, stainless steel, alumilite aluminum, aluminum monel metal and factory finished metals shall not be painted unless otherwise specified. d) It is the responsibility of the Painting Contractor to inspect the work of others prior to the application of paint. If the surfaces cannot be put in proper condition to receive paint by customary cleaning methods, or sanding, or spackling. The Painting Contractor shall notify the General Contractor Architect or Owner in writing; ; or assume responsibility to rectify any unsatisfactory finishing resulting from his negligence. 09900.2. STORAGE: All paint materials and p equipment used on the job to be stored in a single lace 1 9 designated by the Owner. The storage area must be kept clean and neat. Floor to be adequately protected from paint spillage with proper covers. Any damage caused by the Painting Contractor to surface within the storage area shall be corrected. Any oily rags, waste, etc., must be removed each night after being placed in a covered receptacle during the day. All precautions against fire must be taken. 09900.3. MATERIALS: Materials listed in the Paint Schedule are taken from given manufacturer's catalog and are to be used as a standard of quality. Approval must be obtained for substitutions. 09900.1. WORKMANSHIP: The workmanship shall be of the very best, all materials evenly spread and flowed on without runs, sags, or excessive brush marks. Only skilled mechanics shall be employed to do finish work. All surfaces to be painted shall be clean and free of loose dirt, dust, or grit before painting is started. All knots, pitch streaks and all sappyspots shall be first cleaned of residue and touched u sp p with shellac where the finish coat is paint or enamel. Putty all nail holes, cracks, etc., in woodwork after the first coat specified is applied. If the rime coat does not dry to a p pp p Y uniform sheen over the entire surface, spot primed with the same materials as used for the shop coat. All galvanized metal surfaces to be chemically treated with a phosphoric acid solution prior to priming, according to the manufacturer's p p 9, 9 directions. Sand all gloss enamels, varnish and undercoats prior to applying another coat. Top and bottom edges of doors to be finished the same as face of doors after they are fitted by the carpenter. All exterior wood frames and wood siding shall be back primed prior to installation. All coats shall be thoroughly dry before applying succeeding coats. The PaintingContractor must protect all adjacent work and p 1 materials with suitable covers during the progress of his work. Upon completion of the work, all misplaced paint and varnish spots or spills to be removed and work left in a condition acceptable to the Architect. 09900.2. PAINT SCHEDULE: A 100% acrylic waterborne primer with mildewcide shall be applied to dry wood. A 100% acrylic waterborne coating containing mildewcide shall be applied over the primer. The entire wood sample should be rimed and coated to prevent mildew and p rotting.The topcoat should be compatible with the primer. Paint suppliers can recommend primer and to coat paint systems that work well together. The p p Y 9 topcoat should be resistant to ultraviolet light. p 9 Exterior Paint shall be Sherwin Williams or Eq. 16000.2. SCOPE: Furnish all labor, materials, tools and equipment, required to complete the installation of electric wiring for lighting and power, and the furnishing and handling of electrical fixtures as follows: a)Wiring for lighting, electrical appliance and equipment: Conduit for telephone and conduit services in accordance with requirements of the Telephone Company.No service take -offs will be permitted on the front of the house. Consult Utility Company and provide service in accordance with their requirements. b)Provide and install service to air conditioning system and other mechanical devices, which may require same. c)Provide and install service to all kitchen appliances making each fully operable. d)Provide and install underground service from house to street. 16000.3. MATERIALS, WORKMANSHIP AND GUARANTEES: Materials shall be new and shall comply with accepted industry standards. Execute work so it will present a mechanical appearance. Leave work in operating order and without additional charge, replace any work or materials which develop defects, except from ordinarywear and tear, within one year from date � Y of final acceptance. 16000.4. RACEWAYS: a)Interior wiring shall be Romex or similar in stud walls and ceilings and shall be in strict accordance with NEC. b)Telephone and Cablevision: Contractor shall pre -wire house for telephones, data. and TV. Verify all jack locations shown on plans with the Owner and Architect. Contractor shall install all required wiring, conduit and jacks so that the systems will be complete when the telephone or cablevision company makes their connections from the street to the house. 16000.1. CONDUCTORS: a)Generally, conductors used in the project shall be Romex and building wire type cable arrangements. b)Romex shall have appropriate jacket where installed in masonry walls. Regardless where used, it shall have a bare grounding conductor properly terminated, and bonded to all metal housing and move current carrying parts of electrical devices. c)Feelers shall be cable type pulled into or otherwise installed in building voids. Cables be comprised of identified hot conductors, neutral and grounding conductor. Grounding conductor be properly bonding at all termination. (Neutral and grounding conductor may be common and together at the service equipment only where they're connected to the ground rod.) d)AII conductors used in the project shall be copper. e)Connectors shall be wirenut type sized for quantity and size of conductors to be connected. ()Conductors #8 and larger shall be stranded. 16000.2. BOXES: a)AII boxes shall be steel type, galvanized or otherwise protected against corrosion. b)Where ever possible, boxes shall be gauged. Two adjacent boxes unconnected will not be acceptable for housing adjacent devices. c)AII boxes shall finish flush with wall surfaces. Generally, wall switch boxes shall be 6" or nearer to strike side of doorframes. 16000.3. WIRING DEVICES: a)Receptacle Hubbell #5262 (15A) where used as convenience outlet and 5263 (20A) where used to power appliances, and or other devices. Where a receptacle is placed on a dedicated circuit, shall be rated 20A. Color of receptacle shall be as selected by architect. b)AII wall switches shall be Hubbell #1221 20A with color as selected by architect. c)Equivalent devices manufactured by G.E., Slater, & Leviton shall be approved equals. NOTE: All duplex outlets shall be mounted horizontally on all baseboards where possible.. Floor Outlets: Location shall be confirmed on job by Owner. Contractor shall install a brass receptacle cover for all floor receptacles and telephone jacks in the floor. 16000.4. SERVICE AND DISTRIBUTION: Service shall be run underground from the street and in accordance with Utility Company and Telephone Company requirements. No Service or telephone wires shall be attached to the front of house. GENERATOR: SHALL BE KOHLER MODEL 20RCAL WITH AUTOMATIC TRANSFER SWITCH AND ONCUE PLUS. W (1 (01j AIA rp hft r-WI oft 0-0- WWI 0" 00 0,04 r-W11 T Pk 4W r, • '"410+ E" W W"J, 0- 0 I 0-0'` ON T rwi 1 Aft4W 04 FM 00 0-F-4 4W e,..4 Oak M" r-W11 Aft FM r�'l "4� W.d e...4 "_1 r-W11 r woo T 1 4W Aft 4W 4 IWO 11111110 00 RESUB 0 Nov 30 2023 CITY OF E DEVELOPMENTT SERVICES DEPARTMENT r WH ITLOCK 424 DALEY ST. EDMONDS, WA SPECS Project number 1-2023 Date 11 /30/23 Drawn by Author Checked by Checker A-4 Scale r` 0 &; co N 0 N 0 co 20I8 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions effective February 1, 2021 Version 12 These requirements apply to all IRC building types, including detached one- and two-family dwellings and multiple single-family dwellings (townhouses). phillect tlon Contact In I totibn ITLOCKIJENSEN GARAGE APARTMENT JOHN WHITLOCK 425-319-5650 WHITLOCK JOHN HOTMAIL.COM Instructions: This single-family project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant, Provide all information from the following tables as building permit drawings: Table R402.1- Insulation and Fenestration Requirements by Component, Table R406.2 - Fuel Normalization Credits and 406.3 - Energy Credits. I Authorised Representative I I f i/ II dote II0W2d2023 I Ail Climate gorses (Table 111402.1,111 R-Value • U-Factor' Fenestration U-Factor° n/a 0,30 Skviioht Ix-Factnr n nia n Sin Glazed Fenestration SHGC °'` n/a n/a Ceiling " 49 0.026 Wood Frame Wall a^ 21 int 0.056 Floor 30 0.029 Below Grade Wall" 10/1S/21 int • TB 0.042 Slab R-Value & Depth 10, 2 ft n/a a R-values are minimums. U-factors and SHGC are maximums. When insulation is Installed in a cavity that is less than the label or design thickness of the insulation, the compressed R-value of the Insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table- o i ne renestratlon u-raaor column exuuoes srpni is. ' 10/15/21 .STB' means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the interior of the basement wall. '10/15/21 •STB' shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "STB" means R-5 thermal break between floor slab and basement wall. d R-10 continuous insulation is reauired under heated slab on grade floors. See Section R402.2.9.1. For single rafter- or )oist-vautted ceilings, the Insulation may be reduced to R-39 if the full Insulation depth e extends over the top plate of the exterior wall. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for g climate zone 5 of ICC 400. Int. (intermediate framing) denotes framing and insulation as described in Section A103.2-2 Including standard h framing 16 inches on center, 78%of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 ifuel normalization credits) and Table 406.3 (energy credits) to achieve the following minimum number of credits, To claim this credit, the building permit drawings shall specify the option selected and the maximum tested building air leakage, and show the quallfying ventilation system and its control sequem of operation 1. Small Dwelling Unit: 3 credits Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 2, Medium Dwelling Unit: h credits All dwelling units that are not included in kl or #3 3. Large Dwelling Unit: 7 credits Dwelling units exceeding S,000 sf of conditioned floor area 4. Additions less than S00 square feet: 1. 1, r redits All other additions shall meet 1.3 above Before selecting your credits on this Summary table, review the details in Table 406.3 (Single Family), on page 4. Summary of Table R406.2 and 408.3 Heating Options Fuel NormaNzatbn Descriptions Credits - select ONE heating option User Notes 1 Combustion heating minimum NAECA° 0.0 ❑ 2 Heat pump` 1.0 0 3 Electric resistance heat only - furnace or zonal -1.0 ❑ 4 DHP with zonal electric resistance per option 3.4 0.5 ❑ 5 All other heating systems -1.0 ❑ Energy Optb"s Energy Gredlt Option Descriptions Credits - select ONE energy option from each category' 1.1 Efficient Building Envelope 0.5 1.2 Efficient Building Envelope 1.0 ❑ 1.3 Efficient Building Envelope 0.5 ❑ 1.4 Efficient Building Envelope 1.0 ❑ 1.5 Efficient Building Envelope 2.0 ❑ 1.6 Efficient Building Envelope 3.0 ❑ 1.7 Efficient Building Envelope U 0.5 ❑ 2.1 Air Leakage Control and Efficient Ventilation 0.5 ❑ 2.2 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑ L4 Air leakage Control and Efficient Ventilation 2.0 ❑ 3.1' High Efficiency HVAC 1.0 ❑ 3.2 High Efficiency HVAC 1.0 ❑ 3.31 High Efficiency HVAC 1.5 ❑ 3.4 High Efficiency HVAC 1.5 El 3.5.1 1 High Efficiency HVAC 1.5 ❑ 3.5.2 High Efficiency HVAC 1.S ❑ 3.6• High Efficiency HVAC 2.0 1 ❑ 4.1 1 High Efficiency HVAC Distribution System 1 0.5 1 ❑ 4.2 High Efficiency HVAC Distribution System U 1.0 ❑ Prewrlpbve Pam - Singe Family 2018 Wasnirgton State Energy Code -Ft s" 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Summary of Table R406.2 (cant.) Energy Credits - select ONE Options Energy Credt Option Descriptions (coat.) energy option from ° User Notes each category 5.1° Efficient Water Heating 0.5 U I I 5.3 Efficient Water Heating 1.0 O 1 1 5A Efficient Water Heating 1.5 ❑ 5.5 Efficient Water Heating 2.0 ❑ SA Efficient Water Heating 13 2.S ❑ 6.1e Renewable Electric Energy 13 credits max) 1.0 Q 7.1 Appliance Package 0,5 0 TOWCledlifi 1 3 llCalculalaTall 1 Clear Form I a. An alternative heating source sized at a maximum of 0.5 W/sf (equivalent) of heated floor area or ,m whichever is bigger, may be installed in the dwelling unit. b. Equipment listed in Table C4033.2(4) or C403.3.2i5) c. Equipment listed in Table C403.3.2(1) or C403.3.2(2) d. You cannot select more than one option from any category EXCEPT in category S. Option 5.1 may be combined with options 5.2 through 5.6. See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max. See the complete Table R406.2 for all requirements and option descriptions. f. Use the single rsdmobutton in the upper right of the second column to deselect radiobuttor, in that group. Building Officials Only 10191L`cr hir.a!o^SoreErercl Code - Residential Prescriptive Enerry Code Compliance for All Climate Zones in Washington 'ME Single Family - New & Additions (effective February 1, 2021) Table 406.3 - Energy Credits (Single Family) Option Description Credits: SF 1. EFFICIENT BUILDING ENVELOPE OPTIONS Only one option from Items 1,1 through 17 may be selected in this category. Compliance with the conductive UA targets is demonstrated using Section R402.1.4, Total UA alternative, where: [1-(Proposed UA/Target UA > the required 9WA reduction. Prescriptive compliance is based on Table R402.1.1 with the following modifications: 1.1 Vertical fenestration U = 0.24 0.5 Prescriptive compliance Is based on Table R402.1.1 with the following modifications: 1.2 Vertical fenestration U = 0.20 1.0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U ■ 0.23 Floor R-38 1.3 Slab on grade R-10 perimeter and under entire slab below grade slab R-10 perimeter and under 0.5 entire slab or Compliance based on Section R402.1.4: Reduce the Total conductive UA by 5% Prescriptive compliance Is based on Table R402.1-1 with the following modifications: Vertical fenestration U = 0.25 Wall R-21 plus RA ci Floor R-39 1.4 Basement wall R-21 int plus R-5 cl 1.0 Stab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under n it e t e slab or Compliance based on Section R402.1-4: Reduce the Total conductive UA try 15% Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U a 0.22 Ceiling and single -rafter or joist -vaulted R-49 advanced Wood frame wall R 21 int plus R-12 cii Floor R-38 1.5 Basement wall R-21 int plus R-12 ci 2.0 Stab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total conductive UA by 30% Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.18 Ceiling and single -rafter or joist -vaulted R-60 advanced Wood frame wall R-21 int plus R-16 ci 1.6 Floor R-48 3.0 Basement wall R-21 int plus R-16 ci Slab on grade R-20 perimeter and under entire slab Below grade slab R-20 perimeter and under entire slab or Compliance based on Section R402,1.4: Reduce the Total conductive UA by 40%. Advanced framing and raised heel trusses or rafters Vertical Glazing U-0.28 1 7 R-49 Advanced (U-0.020) as listed in Section A102.2,1, Ceilings below vented attic and 0.5 R-49 vaulted ceilings with full height of uncompressed insulation extending over the wall top late at the eaves. Rev ID-27-22 Prescriptive Path - Single Famly 2018 Washington State Energy Code-R 4 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Table 406.3 - Energy Credits (Single Family) Option Description Credits: SF 2. AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION OPTIONS Only one o lion from Items 11 through 2-4 may be selected in this cat Compliance based on R402.4.1,2: Reduce the tested air leakage to 3.0 air changes per hour maximum at 50 Pascals or 1 h For R-2 Occupancies, options compliance based on Section R402.4.1.2: Reduce the tested air leakage to 03 cfm/sf maximum at 50 Pascals and All whole house ventilation requirements as determined by Section M1507.3 of the 2.1 international Residential Code or Section 403,8 of the internot'ionoi Mechonicof Code shall be 0.5 met with a high efficiency fans) (maximum 0.3S wattsJcfm), not interlocked with the furnace fan (if present). Ventilation systems using a furnace including an ECM motor are allowed, provided that they are controlled to operate at low speed in ventilation only mode. To qualify to claim this credit, the building permit drawings shall specify the option being selected and the maximum tested building air leakage, and shall show the qualifying ventilation system and Its control sequence of operation. Compliance based on Section R402 A 1, 2: Reduce the tested air leakage to 2.0 air changes per hour maximum at SO Pascals or For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested air 2 2 leakage to 0.25 cfm/sf maximum at 50 Pascals and 1.0 All whole house ventilation requirements as determined by Section M1507.3 of the international Residential Code or Section 403.8 of the Wernatiarof Mechonicof Cade shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of OAS. t Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 1.S air changes per hour maximum at 50 Pascals or For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested air 2.3 leakage to 0.25 efm/sf maximum at 50 Pascals and 1.5 All whole house ventilation requirements as determined by Section M1507.3 of the international Residential Code or Section 403.9 of the international Mechanical Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.75. h Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 0.6 air changes per hour maximum at 50 Pascals or For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested air 2.4 leakage to OAS cIm/sf maximum at 50 Pascals and 2.0 All whole house ventilation requirements as determined by Section M1507-3 of the internotional Residential Code or Section 403.8 of the Wernotfonoi Mechanical Coale shall br met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.30. Duct installation shall comply with Section R403.3.7. ' To quality to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. 1018 Washington State Energy Code -Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Table 406.3 - Energy Credits (Single Family) Option Description Credit 3. HIGH EFF=NicY HVAC EQUIPMENT OPTIONS Only one option from Items 3.1 through 3.6 may be selected in this category. Energy Star rated (U.S. North) Gas or propane furnace with minimum AFUE of 95% or 3.1 Energy Star rated (U,S. North) Gas or propane boiler with minimum AFUE of 90%. 2 1,C 3.22 Air -source centrally ducted heat pump with minimum HSPF of 9.5. ' 1.0 Closed -loop ground source heat pump; with a minimum COP of 3.3 or 3.32 Open loop water source heat pump with a maximum pumping hydraulic head of 150 feet and 115 minimum COP of 3.6.' Ductless mini -split heat pump system, zonal control: In homes where the primary space heating 3.4 system is zonal electric heating, a ductless mini -spirt heat pump system with a minimum HSPF of 1.! 10.0 shall be installed and provide heating to the largest zone of the housing unit. ° 3.5.1 2 Air -source, centrally ducted heat pump with minimum HSPF of 11.0. ° 1.5 Air -source, inverter driven (variable speed) centrally ducted heat pump with minimum HSPF of 10.0 with at least one of the following: • 1. The system Is listed on the NEEP cold climate air source heat pump database. 2. Compliance based on Section R402-1.4: Reduce the total conductive UA by 22%. This option shall not be used if any other envelope category option is selected to show compliance with 3-5.2 2 Section R406, 1.5 3. If Option 5.3 has been selected, upgrade the Tier III heat pump water heater to a Tier N heat pump water heater that Is a unitary (nonsplit) system. 4. Use the appliance credit option 7.1, but the dryer is required to have a CEF of 3.93 or higher. This option is not available if it is already selected as one of the options to show compliance with Section R406. Ductless split system heat pumps with no electric resistance heating in the primary living areas. A ductless heat pump system with a minimum HSPF of 10 shall be sized and installed to provide heat to entire dwelling unit at the design outdoor air temperature. 3.63 2.0 To quality to claim this credit, the building permit drawings shall specify the option being selected, the heated floor area calculation, the heating equipment typelsl, the minimum equipment efficiency, and total installed heat capacity iby equipment type). ! An aliernathie hating source s)aed at a maximum of 0.5 W/sf (equivalent) of heated floor arao or SW W. whichever bigger, may be installed in the dwelling unit. To quality to claim this credit, the building permit drawings shag specify the option being selected and shag specify the heating equipment type and the minimum equipment eftdency. ° To quality to claim this credit, the building permit drawings steal specify the option being selected and shall specify Rev 10.27-22 Prescripow Path - Single Family 2018 Washington State Energy Code-R 6 2018 Washington State Energy Code - Residentici Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Table 406.3 - Energy Credits Description 4. HIGH EFFlOENCY HVAC DISTRIBUTION SYSTEM OPTIONS Farrii Credits: SF All supply and return ducts located in an unconditioned attic shall be deeply buried in oeiling insulation in accordance with Section R403.3,7. For mechanical equipment located outside the conditioned space, a maximum of 10 linear feet of return duct and S linear feet of supply duct connections to the equipment may be outsid e 4_1 the deeply buriedinsulation. All metallic duds located outside the conditioned space ace must have both transverse and longitudinal joints sealed with mastic- If flex ducts are used, they O.S cannot contain splices. Dud leakage shall be limited to 3 dm per 100 square feet of conditioned floor area. Air handler(s) shall be located within the conditioned space. requirements of Section R403.3.7. Locating system components in conditioned crawl spaces is not permitted under this option, Electric resistance heat and ductless heat pumps are not permitted under this option, 4.2 Direct combustion heating equipment with AFUE less than 80% is not permitted under this option. To qualify to claim this credit, the building permit drawings shall specify time option being selected and shall specify the heating equipment type and shall show time location of the 10I8 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single ForWly - New & Additions (effective February 1, 2021) 1.0 Table 406.3 - Energy Credits(Single Family) Option Description Credits: SF S. EFFICIENT WATER HEATING OPTIONS Only one option from items 5-2 through 5.6 may be selected in this category- item 5.1 may be combined with any option. A drain water heat recovery unit(s) shall be installed, which captures waste water heat from all and only the showers, and has a minimum efficiency of 40% if Installed for equal flow or a minimum efficiency of S4% if installed for unequal flow. Such units shall be rated in accordance with CSA 65S.1 or IAPMO IGC 346.2017 and be so labeled. S-1 0.5 To qualify to claim this credit, the building permit drawings shall include a plumbing diagram that specifies the drain water heat recovery units and the plumbing layout needed to install it. Labels or other documentation shall be provided that demonstrates that the unit complies with the standard. Water heating system shall include one of the following: 5-2 0.5 Energy Star rated gas or propane water heater with a minimum LIEF of 0.90. s Water heating system shall Include one of the following: Energy Star rated gas or propane water heater with a minimum LIEF of 0.91 or Solar water heating supplementing a minimum standard water heater. Solar water heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation (SRCC) Annual Performance of OG-300 Certified Solar Water Heating 5.3 Systems or 1.0 Water heater heated by ground source heat pump meeting requirements of Option 3.3. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and, for solar water heating systems, the calculation of minimum energy savings - Water heating system shall include one of the following: Electric heat pump water heater meeting the standards for Tier I of NEEA's advanced water heating specification at SA For R-2 Occupancy, electric heat pump water heater(s), meeting the standards for Tier 1 of 1.5 NEEA's advanced water heating specification, shall supply domestic hot water to all units. iF one water heater is serving more than one dwelling unit, all hot water supply and recirculation piping shall be insulated with R-8 minimum pipe Insulation. s Water heating system shall include one of the following- Electric heat pump water heater meeting the standards for Tier III of NEEA's advanced water heating specification or S 5 For R-2 Occupancy, electric heat pump water heater(s), meeting the standards for Tier III of 2.0 NEEA's advanced water heating specification, shall supply domestic hot water to all unim if one water heater is serving more than one dwelling unit, all hot water supply and recirculation piping shall be insulated with R-8 minimum pipe insulation, s Water heating system shall Include one of the following: Electric heat pump water heater with a minimum UEF of 2.9 and utilizing a split system configuration with the air -to -refrigerant heat exchanger located outdoors, Equipment shall meet Section 4, requirements for all units, of the NEEA standard Advanced Water Heating Spec/firobon with the UEF noted above or 5.6 For R-2 Occupancy, electric heat pump water heater(s), meeting the standards for Tier III of 2.5 NEEA's advanced water heating specification and utilising a split system configuration with the air -to -refrigerant heat exchanger located outdoors, shall supply domestic hot water to all units. If one water heater is serving more than one dwelling unit, all hot water supply and recirculation piping shall be Insulated with R-8 minimum pipe insulation. 5 s To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency, 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1. 2021) Table 406.3 - Energy Credits (Single Family) option Description Credits: SF 6. RENEWABLE ELECTRIC ENERGY OPTION For each 1200 kWh of electrical generation per housing unit provided annually by on site wind or solar equipment a 1.0 credit shall be allowed, up to 3 credits. Generation shall be calculated as follows: For solar electric systems, the design shall be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PVWATTs or approved alternate by the code official. 6 1 Documentation Wolin solar access shall be on theplans, For wind generation 1.0 projects designs shall document annual power generation based on the following factors: the wind turbine power curve; average annual wind speed at the site; frequency distribution of the wind speed at the site and height of the tower. To qualify to claim this credit, the budding permit drawings shall specify the option being selected and shall show the photovoltaic or wind turbine equipment type, provide documentation of solar and wind access, and include a calculation of the minimum annual energy power production, 7. APPLIANCE PACKAGE OPTION All of the following appliances shag be new and installed in the dwelling unit and shall meet the following standards: Dishwasher - Energy Star rated Refrigerator (if provided► - Energy Star rated Washing machine - Energy Star rated 7.1 Dryer - Energy Star rated, ventless dryer with minimum CEF rating of 5.2, 0.5 To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall show the appliance type and provide documentation of Energy Star compliance. At the time of Inspection, all appliances shall be installed and connected to utilities. Dryer ducts and exterior dryer vent caps are not permitted to be installed in the dwelling unit. Rev 10.27-22 Preamp°,de Path - Singe Famly 20t8 Washington State Energy Code-R WHOLE HOUSE VENTILLATION SHALL BE PROVIDED BY A Rev 10.27-22 Preswpove Path - Singe Famly 2018 Washington State Energy Code-R a CONTINUOUS 30 C FM INTAKE FAN AT THE FIRST AND SECOND FLRS. y (j AIA rp bft r�1 rT� PM rPk 4W r • imp � r rP ' 4 PM 4w W" r71 Oft lid rOR v r� T 1 RESUB Nov 30 2023 CITY OF E DEVELOPMENTT SERVICES DEPARTMENT r WHITLOCK 424 DALEY ST. EDMONDS, WA ENERGY CODE Project number 1-2023 Date 11 /30/23 Drawn by Author Checked by Checker A-5 Scale a 00 0 co CV CD CV CD co BUILT engineering GENERAL STRUCTURAL NOTES (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE INTERNATIONAL BUILDING CODE (2018 EDITION), & SEATTLE BUILDING CODE MODIFICATIONS TO THE INTERNATIONAL BUILDING CODE. 2. DESIGN LOADING CRITERIA: FLOOR LIVE LOAD (RESIDENTIAL). . . . . . . . . . .40 PSF DECK LIVE LOAD (RESIDENTIAL). . . . . . . . . . . 60 PSF ROOF SNOW LOAD (Pf) . . . . . . . . . . . . . . . . 25 PSF WIND: BASIC WIND SPEED (3-SECOND GUST) . . . . . . . . 98 MPH WIND IMPORTANCE FACTOR (Iw). . . . . . . . . . . . .1.0 WIND EXPOSURE . . . . . . . . . . . . . . . . . . . . C TOPOGRAPHICAL FACTOR (Kzt). . . . . . . . . . . . .1.00 EARTHQUAKE: LAT. / LONG . . . . . . . . . . . . . . 47. 813 / -122. 375 SEISMIC IMPORTANCE FACTOR (Ie) . . . . . . . . . . .1.0 SEISMIC USE GROUP . . . . . . . . . . . . . . . . . . II MAPPED SPECTRAL RESPONSE (Ss/S1) . . . . . . 1. 29g/0. 45g SPECTRAL RESPONSE COEF. (SDS) . . . . . . . . . . . 1. 03g SEISMIC FORCE RESISTING SYSTEM:. . .PLYWOOD SHEAR WALLS DESIGN BASE SHEAR . . . . . . . . . . . . . . . . . 2. 64k SEISMIC RESPONSE COEFICIENT (Cs) . . . . . . . . .0.159 SEISMIC DESIGN CATEGORY . . . . . . . . . . . . . . . D RESPONSE MODIFICATION FACTOR (R). . . . . . . . . . 6.5 ANALYSIS PROCEDURE . . . . . . EQUIVALENT LATERAL FORCE REFERENCE: USGS NATIONAL SEISMIC HAZARD MAPPING PROJECT, 2014 DATA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CON- DITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CON- STRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST VERIFIED. CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO COMMENCING EXCAVATION. THE CONTRACTOR SHALL BRING ALL CONFLICTS AND DISCREPANICES TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER. 5. 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. EXISTING REINFORCING SHALL BE RETAINED UNDAMAGED WHERE NOTED ON THE PLANS. 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. ALL NEW OPENINGS THROUGH EXISTING CONCRETE OR MASONRY WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE 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 CON- TRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CON - CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 8. SPECIAL INSPECTION OF EPDXY GROUTED INSTALLATIONS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 109 AND 1704 OF THE INTERNATIONAL BUILDING CODE AND THE PROJECT SPECIFICATIONS 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. 9. STRUCTURAL OBSERVATION SHALL BE PERFORMED IN ACCORDANCE WITH SECTIONS 1702 AND 1710 OF THE INTERNATIONAL BUILDING CODE FOR THOSE STRUCTURAL ELEMENTS THAT FORM THE LATERAL -FORCE -RESISTING SYSTEM, AS FOLLOWS: A. PLYWOOD SHEARWALLS, INCLUDING STRAPS AND HOLDOWNS B. FOUNDATION ELEMENTS WHERE NOTED ON THE PLANS THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD ADEQUATE NOTICE TO SCHEDULE APPROPRIATE SITE VISITS FOR STRUCTURAL OBSERVATION, AS FOLLOWS: A. DURING FRAMING - AFTER HOLDOWN AND STRAP INSTALLATION, AND AFTER SHEARWALL AND DIAPHRAGM NAILING, BUT PRIOR TO COVER WITH INTERIOR OR EXTERIOR FINISHES, INCLUDING ROOFING AND BUILDING PAPER. STRUCTURAL OBSERVATION MEANS THE VISUAL OBSERVATION OF THE STRUCT- URAL SYSTEM BY THE REGISTERED DESIGN PROFESSIONAL FOR GENERAL CON- FORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY SECTION 110, 1704 OR OTHER SECTIONS OF THE CODE. THE OWNER SHALL EMPLOY THE ENGINEER RESPONSIBLE FOR THE STRUCTURAL DESIGN TO PERFORM STRUCTURAL OBSERVATION. OBSERVED DEFICIENCIES WILL BE REPORTED IN WRITING TO THE ARCHITECT AND CONTRACTOR. RECOMMENDATIONS FOR MITIGATION OF DEFICIENCIES WILL BE INCLUDED IN THESE REPORTS. THE CONTRACTOR SHALL MITIGATE ANY DEFICIENCIES FOUND AND PROVIDE THE ENGINEER OF RECORD ADEQUATE NOTICE TO SCHEDULE APPROPRIATE SITE VISITS TO OBSERVE THE MITIGATION OF THE DEFICIENCIES. AT THE CONCLUSION OF THE WORK INCLUDED IN THE PERMIT, THE STRUCTURAL OBSERVER WILL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS NOTED ABOVE HAVE BEEN MADE AND WILL IDENTIFY ANY REPORTED DEFICIENCIES WHICH TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE HAVE NOT BEEN MADE. GEOTECHNICAL 10. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER. 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 NOTED OTHERWISE, 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 . . . . . . . . . . 1,500 PSF LATERAL EARTH PRESSURE . . . . . . . . . . . 35 PCF CONCRETE 11. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORD- ANCE WITH IBC SECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 280AY STRENGTH OF F'C = 2,500 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. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CON- CRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CE- MENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC 1905.3. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR_ ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE INTERNATIONAL BUILDING CODE. 12. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FY = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A_185. 13. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORD- ANCE WITH ACI 318 02. LAP ALL CONTINUOUS REINFORCEMENT 40 BAR DIAMETERS OR 2' 0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTER- SECTIONS. LAP CORNER BARS 40 BAR DIAMETERS OR 2' 0" MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 14. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: A. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE . . .3" B. ALL OTHER SURFACES . . . . . . . . . . . . . . . . 1 1/2" ANCHORAGE 15. EPDXY -GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH "SET-3G" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON COMPANY AND INSTALLED IN STRICT ACCORDANCE WITH ICC ESR 2508. WOOD 16. FRAMING LUMBER SHALL BE KILN DRIED OR MC-15, AND GRADED AND MARKED IN CON- FORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: ( 2X MEMBERS) HEM -FIR NO. 2 MINIMUM BASE VALUE, FB = 850 PSI (3X & 4X MEMBERS) DOUGLAS FIR NO. 1 MINIMUM BASE VALUE, FB = 1000 PSI STRUCTURAL LIGHT FRAMING: DOUGLAS FIR NO. 2 (INCL. 3X AND 4X POSTS) MINIMUM BASE VALUE, FB = 900 PSI BEAMS AND STRINGERS: DOUGLAS FIR NO. 1 (INCL. 6X AND LARGER) MINIMUM BASE VALUE, FB = 1350 PSI POSTS AND TIMBERS: DOUGLAS FIR NO. 1 (6X6 AND LARGER) MINIMUM BASE VALUE, FC = 1000 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS FIR OR HEM -FIR STANDARD GRADE 2X6 STUDS AND PLATES: HEM -FIR NO.3/ STUD GRADE 2X AND 3X T & G DECKING HEM -FIR COMMERICAL DEX, MINIMUM BASE VALUE, FB = 1350 PSI 17. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F V4, FB = 2,400 PSI, FV = 165 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F V8, FB = 2400 PSI, FV = 165 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 2,000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. ALL COLUMNS SHALL BE DOUGLAS FIR COMBINATION NO. 5, FC = 2400 PSI, E = 2.0 X 1 OE6 PSI. 18. ENGINEERED LUMBER MEMBERS SHALL BE MANUFACTURED UNDER A PROCESS BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH THE APPROPRIATE NER REPORT AND GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. PSL FB = 2900 PSI E = 2000 KSI FV = 290 PSI NER-292 LSL FB = 2250 PSI E = 1500 KSI FV = 285 PSI NER-481 LVL FB = 2600 PSI E = 1800 KSI FV = 285 PSI NER-126 DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE WEYERHAUSER CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. ALL PROPOSED HOLE SIZES AND LOCATIONS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL TWO WORKING DAYS PRIOR TO DRILLING HOLES. 19. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH APA STANDARDS. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND SPAN RATING MAY BE USED IN LIEU OF PLYWOOD. A. ROOF SHEATHING SHALL BE 1/2" (NOM.) WITH SPAN RATING 24/0. B. FLOOR SHEATHING SHALL BE 3/4" (NOM.) WITH SPAN RATING 40/20. C. WALL SHEATHING SHALL BE 1/2" (NOM.) WITH SPAN RATING 24/0. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING. 20. 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. ALL WOOD EXPOSED TO WEATHER WITHOUT THE ADEQUATE PROTECTION OF A ROOF OR EAVE SHALL BE AN APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR PRESSURE TREATED. SUCH MEMBERS INCLUDE HORIZONTAL MEMBERS SUCH AS GIRDERS, JOISTS, AND DECKING; OR VERTICAL MEMBERS SUCH AS POSTS, POLES, AND COLUMNS. 21. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR MOST RECENT CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UN- LESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEA- SONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. HANGERS IN DIRECT CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE EITHER STAINLESS STEEL (SST300), POST HOT -DIPPED GALVANIZED(HDG) OR GALVANIZED WITH A MINI- MUM OF 1.850Z ZINC PER SQUARE INCH (ZMAX). UNLESS NOTED OTHERWISE, ALL LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS, AND ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITT" OR " I UT" SERIES JOIST HANGERS. 22. NAILS - 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 3-1/2" 0. 162" 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 SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 23. WOOD FRAMING NOTES THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2X4 STUDS @ 16" O.C. AT INTERIOR WALLS AND 2X6 @ 16" 0. C. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2X8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COL- UMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. 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 AT 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE SIX 16D NAILS AT 4" O.C. EACH SIDE OF JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16D NAILS AT 12" O.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS (WITH 7" MINIMUM EMBEDMENT) @ 4' 0" 0. C. UNLESS INDICATED OTHERWISE. INDIVI- DUAL MEMBERS OF BUILT UP POSTS SHALL BE NAILED TO EACH OTHER WITH 16D @ 12" O.C. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH NAILS AT 7" O.C. USE 5D COOLER NAILS FOR 1/2" GWB AND 6D COOLER NAILS FOR 5/8" GWB. WHEN NOT OTHERWISE NOTED, PROVIDE 1/2" (NOM.) APA RATED SHEATHING (SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UNSUPPORTED EDGES), TOP AND BOTTOM PLATES WITH 8D @ 6" O.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8D @ 12" O.C. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16D NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH METAL JOIST HANGERS IN ACCORDANCE WITH TIMBER CONNECTOR NOTE. NAIL ALL MULTI JOIST BEAMS TO- GETHER WITH 16D @ 12" O.C. STAGGERED. UNLESS OTHERWISE NOTED ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS AND NAILED WITH 8D NAILS @ 6" O.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" O.C. TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE -AND GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF ALL ROOF AND FLOOR SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16D @ 12" O.C. UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PLYWOOD PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. BUILT e n g i n e e r i n g S. PAS; _ wASxja�'rcS� O 53937 sSI6NAL Project Contact Brice Parrish tel 253 985 5008 brice@builtstructural.com Architect W Geoff Gjertson, Architect william.gjertson@louisiana.edu Project Whitlock/Jensen Garage Apartment 424 Daley St Edmonds, WA Issue Date Issue Description 4/10/23 Permit Set Building Department Approval RESUB Nov 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Drawing Title GENERAL STRUCTURAL NOTES Drawing Number S100 z w n Q w Q Q z w U) z w U 0 J Z BUILT engineering 1 ROOF CANOPY FRAMING PLAN S2.0 scale: 1/4" = 1'-0" 12 TYP. 3.0 0 4 FOUNDATION PLAN S2.0 scale: 1/4" = 1'-0" SIM. (LESS OVERHANG) PRE -MANUFACTURED METAL STAIRS AND COLUMNS BY OTHERS, PROVIDE COLUMNS AT LOCATIONS SHOWN - SEE ARCH'L FOR MORE INFORMATION ALL EXTERIOR WALLS SW1 TYP. UNO ALL HEADERS (2)2x8 TYP. UNO ROOF DECK FRAMING PLAN (SECOND LEVEL WALLS; scale: 1/4" = 1'-0" 2x10 16"oc SW5 GL 5 /72x9 27 7 7 scale: 1/4" = 1'-0" Cl ®� C5' SW3 _ BUILT e n g i n e e r i n g A O 53937 ��sSI�NAL � Project Contact Brice Parrish tel 253 985 5008 brice@builtstructural.com Architect W Geoff Gjertson, Architect william.gjertson@louisiana.edu FRAMING PLAN NOTES FOUNDATION PLAN NOTES FOOTNOTES LEGEND 1. SW__ INDICATES SHEARWALL TYPE PER 1. SEE 10/S4.0 FOR TYPICAL HOLDOWN Q1 PSL 51/4x51/4 (WOLMANIZED) - POST IS CONTINUOUS SPAN Project SCHEDULE 8/S4.0. REFER TO DETAILS FOR REQUIREMENTS AT CONCRETE WALLS AND TO SECOND FLOOR PLATFORM (CONT. THROUGH Whitlock/Jensen Garage TYPICAL SHEARWALL CONSTRUCTION. SEE FOOTINGS. 3RD LEVEL ROOF DECK) - SEE DETAILS FOR Apartment ARCHITECTURAL DRAWINGS FOR ADDITIONAL CONNECTIONS AT EACH LEVEL. = > EXTENT 424 Daley St WALL INFORMATION. Edmonds, WA Q2 4x4 P.T. KING POST (BETWEEN BEAMS) X SECTION DETAIL 2. REFER TO GENERAL STRUCTURAL NOTES FOR Issue Date Issue Description EXISTING FOOTING HAS BEEN VERIFIED TO FLOOR OR ROOF SHEATHING TYPE, THICKNESS, 3 Q CS16 AT CORNER CONNECTING TOP PLATES. 4/10/23 Permit Set BE A MINIMUM OF 12" WIDE AND 18" DEEP, AND NAILING. LAP TOP PLATE EACH SIDE 1'-6" MIN. — — — — DROPPED BEAM/HEADER WHICH IS ADEQUATE TO SUPPORT TO SUPPORT THE NEW LOADS 3. COLUMNS SHALL BE DOUBLE STUD MINIMUM, ® CS16 OVER CANTILEVERED COLUMN, CONNECTING FLUSH BEAM UNLESS NOTED OTHERWISE. SEE 11/S4.0. TOP PLATES. LAP TOP PLATE EACH SIDE 4. AT ALL SHEARWALLS PROVIDE DOUBLE TOP 1'-6" MIN. (P.T.) PRESSURE -TREATED PLATES AND SPLICE PER 12/S4.0. Q5 LAP JOIST FULL -DEPTH OVER SIDE OF CANTILEVER COLUMN (5-1/4") - PROVIDE (6) 1/4"0 x 31/2" COLUMN ABOVE 5. SEE 6/S4.0 FOR TYPICAL FLOOR -TO -FLOOR LONG SDS SCREWS INTO COLUMN. PROVIDE 2" MIN. Building Department Approval HOLDOWN STRAP REQUIREMENTS FROM SCREW TO END GRAIN OF JOIST, AND 1" MIN. p COLUMN BELOW SPACING AND EDGE DISTANCE ELSEWHERE. NAIL SHEATHING TO JOIST WITH 8d @ 6" oc ALL -THREAD HOLDOWN AT © HEADER IS FULL LENGTH OF FRONT OF GARAGE. tip END OF SHEARWALL ABOVE R E S U B RUN HEADER DIRECTLY OVER TOP OF GARAGE DOOR Nov 30 2023 AND NAIL SHEARWALL SHEATHING TO HEADER WITH �, STRAP HOEDOWN AT CITY OFEDMONDS PANEL EDGE NAILING PER SHEARWALL SCHEDULE. END OF SHEARWALL ABOVE DEVELOPMENTSERVICES DEPARTMENT STRUCTURAL OBSERVATION IS REQUIRED TO VERIFY THE FOUNDATION BELOW THE GARAGE DOOR OPENING. • SEE GENERAL NOTES FOR STRUCTURAL OBSERVATION REQUIREMENTS. BUILT ENGINEERING SHALL BE NOTIFIED IN A TIMELY MANNER TO VERIFY THE EXISTING FOUNDATION COMPONENTS. Q7 STRAPS ARE LONGER HERE THAN SHOWN ON 6/S4.0 - LAP STRAPS OVER STUDS BELOW THE CONTINUOUS GARAGE DOOR HEADER AND AT THE STUDS OF THE FLOOR ABOVE 1'-4" ® PLYWOOD SHEATHING CONTINUOUS THROUGH WALL INTERSECTION Q9 STAIR LANDINGS ARE A PART OF THE MANUFACTURED STAIR SYSTEM BY OTHERS. STAIR LANDINGS SHALL BE FASTENED TO FLOOR FRAMING AT THE PLATFORM LEVELS. COORDINATE STAIR DETAILS WITH ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR FINAL DESIGN OF FASTENERS. 10 PROVIDE (2) A35 CLIPS AT PSL POST ABOVE TO SILL PLATE Drawing Title FRAMING AND FOUNDATION PLANS Drawing Number z CLU G Q Q FLU V Q �Q V z LU U) z LU i U O J Z SIO BUILT engineering SEE 4/S2.0 FOR DRIVING FLAT 2x4 @ 24" oc, FASTEN BUILT PLAN VIEW CRITERIA FOR TIMBERLOK TO EACH RAFTER WITH (2) i i SCREWS #9 x 3" SCREWS e n g n e e r n g (4) 8" LONG TIMBERLOK RAFTERS PER PLAN WITH NOTCH TOP OF PSL POST SCREWS 412 TO PSL POST APLH26 HANGERS RAFTERS PER PLAN, 23 21/2" FOR BEARING OF BIRDSMOUTH CUT BOTTOM OF 3x12. FASTEN WITH (3) ` (3) 8" LONG TIMBERLOK RAFTERS TO BEAR FULL ON ---------------------- 1/2" 0 THRU BOLTS SCREWS 3x12 TO END BEAM — NO OVERCUTS M GRAIN OF 412 6" TIMBERLOK SCREW EA RAFTER SEE OTHER DETAILS N FOR RAFTER CONNECTION BEAM PER PLAN DECORATIVE BRACE 0 PER ARCH'L WHERE 0 OCCURS F CV KING POST PER PLAN — POST AND BEAM BEYOND 2 2 FASTEN TOP AND BOT 2/2" FOR BEARING OF WITH (2) 6" TIMBERLOK SCREWS. 3/4" = 1'-0" 1 3/4" = 1'-0" 2 3/4" = 1'-0" 3/4" = 1'-0" 4 SEE 7/S3.0 FOR CALLOUTS RAILING SYSTEM PER ARCH'L IN COMMON SCREW TO BUILT—UP CURB WITHIN 8" OF EACH WITH (4) 1/4" 0 LAG SCREWS RAILING STANCHION, PLATE NAILING PER @ 4" oc AND EMBED 3" MIN. PROVIDE CS16 STRAPWRAPPED SHEARWALL SCHEDULE (TOP OR SIDE MOUNT) �,, I OVER BUILT—UP I SHEARWALL PER PLAN 8d @ 6" oc � 2x6 CURB. SLOT THRU SHEATHING AND LAP TRIM TONGUES AND/OR ¢ �I STUDS AS SHOWN. f GROOVES AT EDGE OF A35 PER SW SCHEDULE :2 SHEATHING ' i r ,i — JOISTS PER PLAN (DIR. VARIES) J J 8d @ 6" oc S. PAR JOISTS PER PLAN �~� of wAsqr��'rs 2x RIM ------------------- M 0 (U.N.O. ON PLAN) (3)10d 2x BLKG AT STRAP (3)10d BLOCK ONE BAY FULL -' LOCATION A35 PER SHEARWALL w o 53937 �ssl� ISTEg��1 SHEARWALL PER PLAN DEPTH @ 48 oc WITH SHEARWALL PER PLAN N SCHEDULE BLOCK ONE BAY @ 48 oc m NAL 2x Q J (MIN 12 L) HEADER PER PLAN 10d BOX TOE NAIL (2)10d BLOCK TO PLATE Project Contact (WHERE OCCURS) ____ EACH SIDE OF JOIST arrish el25Brice39855008 OR BLOCK TO PLATE brice@builtstructural.com Architect 3/4" = 1 ' — 0" 5 3 /4" = 1 ' — 0" 6 3/4" = 1 ' — 0" 7 3 /4" = 1 ' — 0" 8 wi Geoff Grtson n, Architect william.gjertson@louisiana.edu Project Whitlock/Jensen Garage Apartment 424 Daley St PLAN VIEW Edmonds, WA Issue Date Issue Description _ LL-PANEL 4/10/23 Permit Set EDGE NAILING - OVER ALL HOLDDOWN STUDS SHEARWALL PER PLAN HOLDDOWN PER PLAN 2x6 P.T. PLATE WITH 5/8" 0 ANCHOR BOLTS PER 12" 0 PLINTH REINF. WITH (6) #4 VERT. AND TIES SW SCHEDULE (@ 48'oc ELSEWHERE) I I #3 x @ 3"oc Building Department Approval F PRE —MANUFACTURED STAIR F (3) #4 EACH WAY COLUMN BY OTHERS. PROVIDE SLAB ON GRADE I 1 I EXISTING SLAB ON GRADE BOTTOM (2) 5/8" 0 ANCHOR BOLTS, RES U B WHERE OCCURS EMBED 6" MIN. INTO CONC. Nov 30 2023 � ` 4 ti a ca CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT G Z 1--1 fE CC I Drawing Title STRUCTURAL DETAILS 2'-0" SQUARE EXISTING FOUNDATION — VERIFY AS REQ'D PER PLAN Drawing Number „ ,_ „ � „ ,_ „ 1 � „ ,_ „ 1 1 „ ,_ „ 12 S3.0 _ 3/4 1 0 _ 3/4 1 0 3/4 1 0 - 3/4 1 0 - w Q Q z rw v/ Z W U O BUILT engineering 3/4" = 1'-0" 1 3/4" = 1'-0" 5 HOLDOWN SCHEDULE MARK FASTENERS TO STUDS' ANCHOR EMBEDMENT LENGTH DIA.2 (EPDXY)' HDU2 (6) 1/4" 0 x 21/2" SCREWS 5/8" 11" 1. 10d AND 12d DIAMETER = 0.148"; 16d DIAMETER = 0.162". SCREWS SHALL BE SIMPSON "SDS" TYPE SCREWS, INSTALL PER SIMPSON RECOMMENDATIONS. 2. PROVIDE A36 OR A307 ALL —THREAD AT EPDXY AND CAST —IN ANCHORS. 3. PROVIDE SIMPSON "SET-3G" EPDXY PER GENERAL STRUCTURAL NOTES. SPECIAL INSPECTION IS REQUIRED. SHEATHING PER SW SCHEDULE ONE-SIDED SHEARWALL SHEATHING PER SW SCHEDULE C "ICV TWO-SIDED oQ STAGGER ANCHORS SHEARWALL AT TWO—SIDED SHEARWALLS ANCHOR BOLT WITH PLATE SHEATHING PER SW WASHER PER SW SCHEDULE SCHEDULE (0.229"x 3" SQUARE) TYPICAL SHEARWALL ANCHOR BOLT PLACEMENT II II II II SHEARWALL PER PLAN II II II II W II II II o W _— ---_FV———— T_----FT----1 Ni Ni Ni I IIII IIII IIII I TI TT T— II W II II II o Z SHEARWALL PER PLAN W II II STRAP SCHEDULE 1-1 /2" = 1'-0" 2 r F. I I I II II o PROVIDE HALF OF SPECIFIED NAILS IN EACH END LENGTH �! IIII IIII Ill IIII IIII --7 7F_ III II II PIROVIDE 15/8" MIN. END .I DISTANCE FOR NAILS I II II III ii ii MARK END LENGTH NAILS NAIL SPACING CS16 14" (26) 8d x 21/2" 21/16" 10 10d AND 12d DIAMETER = 0.1482; 8d DIAMETER = 0.131". �2 USE HALF OF THE REQUIRED NAILS IN EACH MEMBER BEING CONNECTED (i.e. IN EACH END LENGTH). TYPICAL STRAP HOLDOWN AT FLOOR 3/4" = 1'-0" SHEARWALL PER PLAN I%I j%j II II II II I I I,I -- I L ---- I� (2) STUDS MIN. — REFER TO PLAN FOR LOCATIONS WHERE BUILT—UP POST CONSISTS OF MORE STUDS HOLDOWN PER PLAN W/ SCREWS PER MFR. SPECS. (OR NAILS SIMILAR) CONCRETE STEMWALL PER PLAN (6" MIN. THICKNESS) 4 4 AT EX. CONC. WALL II PROVIDE ALL —THREAD AND EMBED IN EPDXY m CD GROUT PER SCHEDULE W LU NOTE: PROVIDE 5" END AND 13/4" EDGE DISTANCE FOR ANCHORS (MIN.) 3/4" = 1'-0" SHEARWALL SCHEDULE MARK SHEATHING; STUDS AT ABUTTING PANEL EDGES02 PANEL EDGE NAILING /3'J4 RIM JOIST OR BLOCKING TO SOLID RIM TJI RIM TOP PLATE BOTTOM PLATE ATTACHMENT BOTTOM PLATE TO ANCHOR BOLT RIM JOIST BELOW* TO CONCRETE 0 SILL PLATE AT FOUND. SW1 15/32" CDX PLYWOOD 2x 8d @ 6"oc A35 @ 24"oc 16d @ 6"oc 16d @ 6"oc 5/8" 0 @ 48"oc 2x SW2 15/32" CDX PLYWOOD 2x 8d @ 4"oc A35 @ 15"oc 16d @ 4"oc 16d @ 4"oc 5/8" 0 @ 32"oc 2x SW3 15/32" CDX PLYWOOD 3x 8d @ 3"oc A35 @ 12"oc N/A — USE SOLID RIM 16d @ 3"oc 5/8" 0 @ 16"oc 2x SW4 15/32" CDX PLYWOOD 3x 8d @ 2"oc A35 @ 9"oc N/A — USE SOLID RIM 16d @ 2"oc 5/8" 0 @ 12"oc 2x SW5 15/32" CDX PLYWOOD BOTH SIDES 3x 8d @ 3"oc A35 @ 6"oc N/A — USE SOLID RIM (2) ROWS 16d @ 3"oc 5/8" 0 @ 16"oc 3x WALL SHEATHING SHALL CONSIST OF APA RATED PLYWOOD WITH SPAN RATING 24/0. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF PANELS. 7/16" APA RATED SHEATHING (OSB) MAY BE USED IN PLACE OF 15/32" CDX. STUDS AT ABUTTING PANEL EDGES MAY CONSIST OF (2)2x STUDS IN PLACE OF 3x STUDS — NAIL (2)2x STUDS TOGETHER WITH BOTTOM PLATE ATTACHMENT NAILING. �3 BLOCK ALL PANEL EDGES W/ 2x4 FLAT, ATTACH W/ PANEL EDGE NAILING. TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS. END STUDS SHALL RECEIVE PANEL EDGE NAILING. INTERMEDIATE STUDS SHALL BE 2x STUDS. NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH 8d @ 12"oc. ® 8d NAILS SHALL BE 0.131" DIAMETER x 21/2" (COMMON). 16d NAILS SHALL BE 0.135" DIAMETER x 31/2" (BOX). �5 ANCHORS TO CONCRETE SHALL CONSIST OF CAST —IN —PLACE ANCHOR BOLTS, EXPANSION BOLTS, EPDXY GROUTED ALL —THREADS, OR TITEN HD HEAVY DUTY SCREW ANCHORS. CAST —IN —PLACE ANCHOR BOLTS HAVE A 7" EMBED AND SHALL BE J—BOLTS OR SHALL HAVE A HEX NUT AT THE BOTTOM END. EXPANSION BOLTS SHALL HAVE 5" EMBED AND SHALL NOT BE USED AT STEM WALL LOCATIONS WITH EDGE DISTANCE LESS THAN 5" (INSTEAD, USE EPDXY GROUTED ALL —THREADS OR TITEN HD ANCHORS). EPDXY GROUTED ANCHORS SHALL HAVE 5" EMBED AND 21/2" MIN. EDGE DISTANCE. TITEN HD ANCHORS SHALL HAVE 31/2" EMBED AND 13/4" MIN. EDGE DISTANCE. AT ALL ANCHOR BOLTS, PROVIDE STEEL PLATE WASHERS THAT ARE A MINIMUM OF 0.229" (3 GAUGE) x 3"x 3" (SIMPSON BP5/8-3 OR SIMILAR). PLACE BOLTS PER ANCHOR BOLT PLACEMENT DETAIL. SHEARWALL PER PLAN NAILING TO MATCH BOTTOM PLATE NAILING PER SW SCHEDULE SHEARWALL PER PLAN SHEARWALL PER P' A "' INTERSECTING NON—SHEARWALL PANEL EDGE NAILING PER SW SCHEDULE NAILING TO MATCH BOTTOM PLATE NAILING PER SW SCHEDULE PANEL EDGE NAILING PER SW SCHEDULE "' ^ T' ING TO MATCH TOM PLATE NAILING SW SCHEDULE EL EDGE NAILING SW SCHEDULE TYPICAL SHEARWALL INTERSECTIONS TYPICAL DOUBLE TOP PLATE PLAN • MULTI —STUD PER PLAN WITH NAILING PER GEN. NOTES TYPICAL MULTIPLE -STUD POST CONSTRUCTION 1 3/4" = 1'-0" 11 BLOCKING (OR JOI PER FLOOR AND R DETAILS JOISTS PER PLAN (DIR. VARIES) FULL DEPTH BLOCk (OR RIM AT EXTEF BLOCK ALL PANEL SILL PLATE PER S SCHEDULE )TTOM PLATE NAILING =R SW SCHEDULE )P PLATE CONNECTION =R SW SCHEDULE \NEL EDGE NAILING =R SW SCHEDULE JCHOR BOLTS & WASHERS =R SW SCHEDULE \NEL EDGE NAILING =R SW SCHEDULE L TYPICAL SHEARWALL SECTION c� 3/4" 6'-0" MIN. BETWEEN SPLICES (8) 16d @ 42oc STAGGERED EACH SIDE OF SPLICE (16d @ 12"oc ELSEWHERE) r CENTER SPLICE OVER S TYPICAL TOP PLATE SPLICE CONSTRUCTION 3/4" = 1'-0" FU D 12 BUILT e n g i n e e r i n g S. PAS; _ c. �� WASH ja�'lcS� O 53937 ��sSI6NAL Project Contact Brice Parrish tel 253 985 5008 brice@builtstructural.com Architect W Geoff Gjertson, Architect william.gjertson@louisiana.edu Project Whitlock/Jensen Garage Apartment 424 Daley St Edmonds, WA Issue Date Issue Description 4/10/23 — Permit Set Building Department Approval RESUB Nov 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Drawing Title STRUCTURAL DETAILS Drawing Number S4mO Z w Q w Q Q Z rw �/ / Z w U 0 J Z