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REV1 APPROVED BLD BLD2022-1035+Architectural_Plan+9.5.2024_2.56.28_PM+4483141HARDIE PANEL SIDING WHERE SHOWN. PROVIDE FLASHING AT. ALL SEAMS. SIDING BUTTS TO GARAGE DOOR LINER METAL CORNER TRIM. SEE DTL. TYPICAL THROUGHOUT STONE VENEER FRONT WALL ONLY. ALIGN CAP WITH BOTTOM OF WINDOWS ON OPPOSITE SIDE OF DOOR. r/ r/ r/ r/ r/ r/ rl o/o o/o EXPOSED BEAM, RAFTERS & COLUMN OF FRONT PORCH 6'1"x2T' 2'-b" x 5. 2" 2'-1"x 3'_7' 3'-2"x 7" 3' 3" x 3' 7" 3'-3" x 3'-7• 17" x 4'-°" EFG mom TYPE 15 FELT UNDER VALLEY TYPICAL THROUGHOUT S.G. s.G. rl rl S.G. r/ rl S.G. o1 %/ S.G. STEP FLASHING PER R703.8TYPICAL @ ALL ROOF TO WALL INTERFACES FING PER SPECS 4'-0" x 1'-0" NO WINDOW OR DOOR TRIM. SIDING BUTTS & CAULKS TO FRAMES. TYPICAL THROUGHOUT / LAP SIDING W/84" REVEAL INSTALLED OVER APPROVED WATER RESISTIVE / BARRIER. HORIZONTAL JOINTS TO BE / LAPPED 2" MIN. VERTICAL JOINTS LAPPED 6" MIN. PER R703 ')TO BACKYARD BEHIND "L" FLASHING @ EDGE SITE RETAINING WALL SITE VENEER TO CAP @ DOWNSPOUT FROM OF DOOR. TYPICAL BOTTOM OF WINDOWS. STOP FRONT PORCH ROOF _STONE IN LINE W/BM ABV — — — — _ — — — — — — FRONT ELEVATION SCALE: 4°=1 0° HOME TO BE EQUIPPED WITH 13D FIRE APPROVED ADDRESS TO BE PLAI N LY LEGIBLE & VISIBLE FROM THE STREET. NUMBERS IN CONTRAST SPRINKLER SYSTEM TO BACKGROUND. MIN. 4" HIGH &4" THICK STROKE ra°xr-3° 4- 0 "x13" 4' 2"x11� 4' 2"x1'-� 4 °"xr_" 7'6°x1'_3" M x8'-0" 7' Vx4' V VINYL SASH INSUL. GLASS HARDIE PANEL SIDING --,,,TYPICAL T-b" x 4.-0" 4x 4 TRIM BAND @ BOTTOM OF WINDOWS. WRAPAROUND CORNER SAF. GL. SAF. GL, SAF. GL, SAF. GL. FIREPLACE 'B'VENT SAF. SAF. f °xrT" 4- 2°x1.31, 4- 2°x1.31. 4- 0°x1.31, TO" xra° 's.x1.2. I F 2°"x8 ° SAF. GL, SAF. GL. SAF. GL. SAF. GL. STEEL SHADE TRELLIS. HARDIE PANEL SIDING AROUND WINDOW BOTTOM OF BM TYPICAL LAP SIDING 3 INSIDE WALLS OF COVERED PORCH SAF. GL. SAF. GL. BARGE & FASCIA TRIM PER SPECS TYPICAL THROUGHOUT 4x4TRIM BAND @ BOTTOM OF BEAM HARDIE PANEL SIDING 4 SIDES OF FRAMED COLUMN. ALIGN SEAMS ON 4 SIDES ABV RAILING TYPICAL LAP SIDING BOTH INSIDE WALLS OF COVERED PORCH RAISED CONCRETE GAS FIRE PIT BEYOND SAFETY GLASS RAILING OF COVERED PORCH 36" MIN. HT. ABV HIGHEST POINT OF SLOPED FLOOR METAL CORNER TRIM. SEE DTL. TYPICAL THROUGHOUT 'T' FLASHING @ SIDING TRANSITION. ALIGN — DOES Or UPPER & LOWER PORCMES PRE -FINISHED � � � ACCENT SIDING REAR ELEVATION SCALE:4" = V-0" ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE REVISED PLAN APPROVED CITY OF EDMONDS B DIN DIVISION wa��a CK BUILDING OFFICIAL Sep 11 2024 APPROVED DATE REVISIONS IREV1 9/11/24 INTERIOR WALL FRAMING & ROOF FRAMING/ STRUC CAL REV2 REV3 REV4 REV5 BLD2022-1035 REVISION Sep 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS nATF- 3 Q o �o 00 Qrn Q z00 z ON O rn n/ w DATE 5-28-24 DRAWN JCR REVISION REVISION REVISION BY: CITY ENGINEERING DIVISION HARDIE PANEL SIDING ABV TRIM BAND. ALIGN SEAM @ T&G CAR DECKING OVER TOP OF WINDOW /RAFTERS f 1 1 6'-6". V-0" T-O" x 6'-0" 3' 0" x 6' 0" 3' 0" x 6 Y I x 6' 0 -GARAGE WALL IN FOREGROUND Y4x3 TRIM BAND @ BOTTOM OF - WINDOW. ALIGN W/CAP OF STONE VENEER ON FRONT WALL PRE -FINISHED ACCENT SIDING BLW TRIM BAND I FRONT PORCH SIDING DTL SCALE: l'-O" RIGHT SIDE WALL EXPOSED BEAM, RAFTERS & COLUMN OF FRONT PORCH MAX ALLOWED HT. - 258.80' MAX ALLOWED HT. - 258.80' LLJ O DATE 5-28-24 DRAWN JCR REVISION REVISION REVISION 0 zo N O N Ln CONNECTTOSIDE T SEWER PER SITE PLAN 16'-0" 6" THICKENED FOOTING @ EDGE OF SLAB. EXTEND 6-8" MIN. BLW FIN. GRADE 9.2 67-9" q 31'-0" 12'-0" 1 24'-9" 23'-0" 8'-0" 5'-0"1 11 2'-0" 5'-0/2" 11 13'-10"e. A STHD14 TOP STEM: STHD14 9•1 I STHD14 SLAB: 226.52' STHD14 226.00' STH 14 STHD14 — — —I — — — — 4" CONCRETE SLAB — — — — — FILL & TAMP. orl N N L_ III IIIII TOP STEM: \ \ o w r, SINKTHRU I III III I "' TOE KICK I III I II 228.52' \\ I 1 O 6' 6-0 " DEPRESSISTEM WALL III I III I I \ \ STHD14 ^' 911. POA SLAB OVER III IIII I \ \ \ o \ 3' S��� 3�_7Y211 I®— c _ _ _ _ _ 11 II — — — — — — — — — — — — — —-- TOP STEM: I DEPRESS STEM WALL 9". POUR SLAB OVER o - 230.52" I `D I I I I I I „ 3 -0 � I I 4� I STHD14 36 _ 4" CONC. SLAB OVER _ — COMPACTED FILL I ��1 II II TOP STEM: II I II 6-MIL POLYETHYLENE OR 1I APPROVED VAPOR BARRIER 6" WL o 2 j MIN. LAPPED JOINTS — E-SAI E�F L 13'-4" L — — — C S 1 61_011 N 10" STHD14 ----- -� TOP 23STEM: .56' JSTSHANG OMUSIL SILL o I n o I I I STHD14 a 13'-9" 23'-0" 9' 8" 10' 3" 41 4 211 30' 1�" I LJ I o I z vNi I v I ----- 18C --I F1 I fir- - I IT II QN �N ���--bo ------ l it----- II II I II "' I I I II STHD14 I I II II m A STHD14 o STHD14 1 M cTwnlA 33'-3" 10'-3" UNVENTED TOP STEM CRAWL SPACE 131.00' 18" MIN. CLEARANCE 12 MIN. UNDER BMS & DUCTS. R-38 INSUL. BTWN JSTS 1.1 LINE OF SECOND FLOOR STEM WALLS. SEE PAGE 2.2 6'-2Y2" STHD14 "' N I STHD14 0 STHD14 TOP STEM : C226.52' 3'-0" TOP STEM: 231.52' 14'-1Y2" .o. 14 I y I STHD14 `o 0 TOP TEM: o 23 .40' JSTS SI ON TOP OF M DSILL o 0o 51011 l0 N C / PLUMB. WASTE STACK STHD14 O I / DROP THRU CRAWL SPACE L- - _J FROM 2ND FLOOR ABV O CRAWL / 4" CONC. SLAB OVER ACCESS THRU / COMPACTED FILL TOP STEM: FLOOR ABOVE / 6-MIL POLYETHYLENE OR 236.56' / APPROVED VAPOR BARRIER 6" JSTS HANG _ 7— IVIIIILA=JOINTS ON MUDSILL / / F WASTE STACK 34'-6" QIu) (- IN STHD14 I CONTINUOUSLY OPERATING FAN DUCTED TO EXTERIOR. 244 SQ. FT. CRAWL AREA 1 CFM PER 50 SQ. FT. _ 5 CFM MIN. REQ'D GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL OSLAB -ON -GRADE INSULATION R-10 RIGID WATER RESISTANT FOAM INSULATION RATED FOR GROUND CONTACT. EXTEND 24" VERTICALLY OR HORIZONTALLY AROUND PERIMETER OF SLAB -ON -GRADE PROTECT ALL EXPOSED ABOVE GRADE EDGES OF INSULATION FROM MOISTURE & DAMAGE. MAINTAIN A THERMAL BREAK AT THE EDGE OF SLAB. IPER ENERGY CREDIT 1.3 - INSULATE UNDER ENTIRE SLABI OCRAWL SPACE ACCESS - IRC R408.4 THROUGH FLOOR OPENINGS TO BE 18" x 24" MINIMUM. THROUGH WALL OPENINGS TO BE 16" x 24" MIN. IF ANY PORTION OF ATHROUGH WALL OPENING IS BELOW GRADE A 16" x 24" CLEAR SPACE TO BE PROVIDED IN FRONT OF OPENING. IF OPENING IS LOCATED IN A CONDITIONED SPACE, DOOR TO BE TIGHT FIT, WEATHERSTRIPPED & INSULATED TO MATCH SURROUNDING WALL/FLOOR. OUNVENTED CRAWL SPACE VENTILATION OPENINGS IN UNDER -FLOOR SPACES SHALL NOT BE REQUIRED WHERE THE FOLLOWING ITEMS ARE PROVIDED: 1. EXPOSED EARTH IS COVERED WITH A CONTINUOUS CLASS 1 VAPOR RETARDER. JOINTS OF THE VAPOR RETARDER SHALL OVERLAP BY 6" AND SHALL BE SEALED OR TAPED. THE EDGES OF THE VAPOR RETARDER SHALL EXTEND NOT LESS THAN 6" UP THE STEM WALL AND SHALL BE ATTACHED AND SEALED TO THE STEM WALL OR INSULATION. 2.1. CONTINUOUSLY OPERATED MECHANICAL EXHAUST VENTILATION AT A RATE EQUAL TO 1 CUBIC FOOT PER MINUTE FOR EACH 50 SQUARE FEET OF CRAWL SPACE FLOOR AREA, INCLUDING AN AIR PATHWAY TO THE COMMON AREA (DUCT OR TRANSFER GRILL), AND PERIMETER WALL INSULATED PER SECTION N1102.2.11 244 SQUARE FEET CRAWL SPACE AREA. CONTINUOUSLY RUNNING FAN @ 1 CFM PER 50 SQUARE FEET REQUIRED. 5 CFM MIN. FAN. REQUIRED. PROVIDE PASSIVE AIRWAY FROM CONDITIONED SPACE. SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION FIRST FLOOR FOUNDATION FOUNDATION PLAN SCALE: V-0" REVISION Sep 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATP M O 00 M (V J Q�� J =Qor Lr) 2 �LN c/ Mw w J jw N w z O O Q O o V w 00 Qrn Q z00 z ON O / o �-� 1� w DATE 5-28-24 DRAWN JCR REVISION REVISION REVISION - E1 1 EXPIRES FEB 2025 STRUCTURAL ONLY BY: CITY ENGINEERING DIVISION O TO M FOUNDATION STEP LOCATION & HEIGHT MAY CHANGE TO DO SITE CONDITIONS. VERIFY FINISHED - GRADES WITH SITE SUPERINTENDANT �Taherza� 4'N OV WASjj'r L% 24 r FPS/ONA0�C� 0 M 0 0 0 r I I I I I I I I I LINE OF FIRST FLOOR STEM WALLS. SEE PAGE 2.1 I I I I I L — — — — — — — — � I I I I I I I SECOND F LR I JSTS I I HANG ONMU SILL TOP STEM: I ° 236.56' A CRAWL ACCESS DOOR I 9.1 THROUGH WALL OF I MECH. ROOM I` O — — — — — — — ° — — — — — — — — — — — — B JSTS HANG ---------- —� -- — — ON MUDSILL F_ I 9.2 TOP STEM: I LINE OF FIRST FLOOR STEM 236.56' ° TOP STEM: TOP STEM: CD I WALLS. SEE PAGE 2.1 238.56' I J 2x6PONY WALL STHD14 L--_ _---------------- --- FRAMED ON TOP OF STEM WALL STEPS 2x6 PONY WALL FRAMED ON TOP OF WASTE STACK TOP STEM: TOP STEM: ° STEM WALL STEPS 242.56' 242.56' o A �1 GARAGE JSTS SIT GARAGE JSTS HANG THIRD FLR I JSTS SIT THIRD FLR I JSTS ON MUDSILL ON MUDSILL ON TOP OF MUDSILL HANG ON MUDSILL ° TOP STEM: TOP STEM: TOP STEM: TOP STEM: STHD14 245.01' 245.95' — — ——245.64'— ° - 246.80' 0 M UNVENTED ITOP STEM: CRAWL SPACED 240.56' x6 PONY WALL FRAMED TOP OF STEM WAALL L STEPS 18" MIN. CLEARANCE - 12 MIN. UNDER BMS & DUCTS. RAT SLAB & CLASS 1 VAPOR RETARDER MATERIAL OVER FIN. GRADE. R-38 INSUL. BTWN JSTS O DROPPED 2x12 DECK THIRD FLR I JSTS SIT STHD14 STHD14 STHD14 JSTS HANG ON MUDSILL ON TOP OF MUDSILL LOCATE @STEM I Q STHD14 STHD14 TOP STEM: SEM: ABU66 TO 246.05 4 WALL STEP �— --- A -- — — ---STEM WALL L[[2:45T -- 9. 2'-6" 18'-3" 2'-3" 2'-1" Ir QN 23 -0 11'-6Y2" 10 -5Y222'-9" 34 -6, 33'-2," 67'-9" QI� J 0 v CONTINUOUSLY OPERATING FAN DUCTED TO EXTERIOR. 671 SQ. FT. CRAWL AREA 1 CFM PER 50 SQ. FT. _ 16 CFM MIN. REQ'D GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL NAILING TO BE INSPECTED BEFORE COVERING OCRAWL SPACE ACCESS - IRC R408.4 THROUGH FLOOR OPENINGS TO BE 18" x 24" MINIMUM. THROUGH WALL OPENINGS TO BE 16" x 24" MIN. IF ANY PORTION OF ATHROUGH WALL OPENING IS BELOW GRADE A 16" x 24" CLEAR SPACE TO BE PROVIDED IN FRONT OF OPENING. IF OPENING IS LOCATED IN A CONDITIONED SPACE, DOOR TO BE TIGHT FIT, WEATHERSTRIPPED & INSULATED TO MATCH SURROUNDING WALL/FLOOR. OUNVENTED CRAWL SPACE VENTILATION OPENINGS IN UNDER -FLOOR SPACES SHALL NOT BE REQUIRED WHERE THE FOLLOWING ITEMS ARE PROVIDED: 1. EXPOSED EARTH IS COVERED WITH A CONTINUOUS CLASS 1 VAPOR RETARDER. JOINTS OF THE VAPOR RETARDER SHALL OVERLAP BY 6" AND SHALL BE SEALED OR TAPED. THE EDGES OF THE VAPOR RETARDER SHALL EXTEND NOT LESS THAN 6" UP THE STEM WALL AND SHALL BE ATTACHED AND SEALED TO THE STEM WALL OR INSULATION. 2.1. CONTINUOUSLY OPERATED MECHANICAL EXHAUST VENTILATION AT A RATE EQUAL TO 1 CUBIC FOOT PER MINUTE FOR EACH 50 SQUARE FEET OF CRAWL SPACE FLOOR AREA, INCLUDING AN AIR PATHWAY TO THE COMMON AREA (DUCT OR TRANSFER GRILL), AND PERIMETER WALL INSULATED PER SECTION N1102.2.11 761 SQUARE FEET CRAWL SPACE AREA. CONTINUOUSLY RUNNING FAN @ 1 CFM PER 50 SQUARE FEET REQUIRED. 16 CFM MIN. FAN. REQUIRED. PROVIDE PASSIVE AIRWAY FROM CONDITIONED SPACE. ®CRAWL SPACE POSTS & BEAMS POSTS TO BE 44 MINIMUM UNLESS NOTED OTHERWISE. BOTTOM OF POSTS TO BE 8" MINIMUM ABOVE INTERIOR FINISHED GRADE OR BE PRESSURE TREATED. PROTECT BOTTOM OF UNTREATED POSTS WITH 90# ROOFING OR EQUAL. SECURE BASE WITH STRAP OR ENGINEERED CONNECTOR EMBEDDED IN FOOTING. PROVIDE POSITIVE POST TO BEAM & BEAM TO JOIST CONNECTIONS TO RESIST UPLIFT& LATERAL DISPLACEMENT. INSTALL SOLID BLOCKING BETWEEN JOISTS AT ALL INTERMEDIATE SUPPORTS. Ln SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION SECOND FLOOR FOUNDATION FOUNDATION PLAN SCALE: �" =1'-0" REVISION Sep 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION M CD O 00 M N J Q(� J =Qor Lr) 2 �LN c/ Mw w J Q w N � w z 0 0 Q o o V w 00 rn Q Q z00 z ON O rn n/ w -28-24 E EXPIRES FEB 2025 STRUCTURAL ONLY E2 1 13'-7" SW 4 �I � HOME THEATER I WALL ABV TO 3RD FLR SCALE: %" =1'-0" 31'-0" GUEST BEDROOM 17'-511 9.1 3'-0" 412" 3'-0" 4'-0/2" 3°7° PIC I I 3°76 PIC 4x8 DF#2 6x6 w/ 6x6 w/ IEPCZ @TOP #EPCZ @ TOP (2) tA35 @ BTM _ 1611 `N I 5y"x 16" 2.0E PSL TOP FLUSH I ITPSL TOP FI 11' 6" I M 1'-6" I wl I of I �I I �I I Ilm A.V. RM-STORAGE 14 26 n, 0 13'-7" 9'-511 33'-3" 3'-011 W2" T-O" 3°76 PIC I I 3°76 P I C 4x8 DF#2 SINGLE 3x4 STUD BTWN WINDOWS.- TYP. THROUGHOUT 0 GAME ROOM 2-2x6 67'-911 0 12" o DB FINISHED 30" SINK 30" SINK END PANEL 1" SPACER 16-0" 12'-0" CONCRETE PATIO BATH #3 27" SINK 15" 36" B o DB (2) FLOATING SITTING RM WET BAR SHLVS.SEE DTL FIRST FLR CABINET PLANS 48 CABINET PULLS SCALE: ° =1'-011 10'-712" 0 N 3'-7Y2" ON 3 RISERS @ " EA. N SW 4 2�5o SH SW-4 6x6 w/ 5 , x 12 GLB DROPPED 4x8 DF#2 *LCE @ TOP1-1 (2)#A35 BTM COVERED PORCH N z - CONCRETE SLAB _Nz 4'-0" VANITY L o 288STORE DR 611 61-011 21 OIISAF. GL. N BATH #3 nVn DN6%" '6°8°SLGLDR 3°76SH - 48 DF#2 4x8 DF#2 S50 HEAT PUMP HEAD 24 3'-61/," UNIT ON UPPER WALL SITTING RM ®50 6, )E - I SH 10'-3/211 4'-4" '-F " [ J 1-6/2" i» OPEN RAILING UP 36" MIN. ------p----------o SA CO 3%"x 11%" LSL DROP N M I Ln r1 BUILT-INS N cV N I I I III I , I I I III I O I I I I III B 4'-5%" 5'-9%" 10'-3" rn / r 28 3'-3/211 31-7/2" 2' 511 1 9'-4" TOP OF ALL WINDOW ROUGH OPENINGS @ 8'-0Y4" UNLESS NOTED OTHERWISE 24'-911 14'-1%" 2/2". , 3'-0" 6'-611 3°5° SH 1 3°5° SH SW 4 0 4x8 DF#2 7 FULL LENGTH BUILT-IN DESK Tin 2x4 FURRING WALL ON 2x6 BASE PLATE WALL CAP PER SPECS GUEST BEDROOM 3Y2 r- HEAT PUMP HEAD UNIT ON UPPER WALL SA �Z o = 28 81-611 60 BP 6° BP 3 ZXI1118" LSL DROP WARDROBE 3Y2YI1X' LSL DROP 16" LINEN -STORAGE ROD-SHLF SW 4 PLUMB. WASTE STACK DROP THRU CRAWL SPACE FROM 2ND FLOOR ABV UNVENTED CRAWL SPACE RAT SLAB 34'-6" I I I I I I I I I I k(*'�Taherza1211 �v woe WAsy,N z C ass/r),vAI EXPIRES FEB 2025 STRUCTURAL ONLY 9" DEEP FLOATING SHELF 9" DEEP FLOATING SHELF 11 6 -0 00 00 1-1 0 0 0 00 N WET BAR DTL SCALE: 8" =1'-0" SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION FIRST FLOOR PLAN SCALE: X" = V-0" HOME TO BE EQUIPPED WITH 13D FIRE SPRINKLER SYSTEM GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL NAILING TO BE INSPECTED BEFORE COVERING OSTAIRS - IRC R311 STAIRWAYS TO BE 36" MIN. CLEAR WIDTH MEASURED ABOVE HANDRAIL & BELOW REQ'D HEADROOM HEIGHT. HANDRAILS MAY PROJECT 4Y2" MAX. ON EITHER SIDE. STAIRWAY CLEAR WIDTH TO BE 31Y2" MIN. AT & BELOW HANDRAIL (27" MIN. IF HANDRAIL INSTALLED ON BOTH SIDES). MIN. HEAD HEIGHT TO BE 6'-8" MEASURED VERTICALLY FROM NOSING OF TREADS. RISERS TO HAVE MAX. HEIGHT OF 7%". TREADS TO HAVE MIN. DEPTH OF 10". EACH MAY NOT VARY MORE THAN %" VARIATION IN DIMENSION. TREADS WITH SOLID RISERS TO HAVE %" MIN. TO 1Y4" MAX. NOSING WITH %" MAX VARIATION. TREADS WITH 11" MIN DEPTH NOT REQUIRED TO HAVE NOSINGS. LANDINGS TO HAVE 36" MIN. DIMENSION IN DIRECTION OF TRAVEL. HANDRAIL REQUIRED ON STAIRS RISING 4 OR MORE RISERS. INSTALL BETWEEN 34"-38" ABOVE NOSING. 1Y4"-2" DIAMETER GRIP TO RUN CONTINUOUS FOR FULL FLIGHT OF STAIR RETURN ENDS TO WALL OR NEWEL. PROTECT ENCLOSED ACCESSIBLE SPACE UNDER STAIRS WITH Y2" GWB ON ENCLOSED SIDE. STAIRWAY ILLUMINATION - R203.7 INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE AS MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. ©BATHROOM NOTES SHOWERS TO HAVE 30"00" MIN. CLEAR FLOOR SPACE. 24"00" CLEAR SPACE REQUIRED OUTSIDE DOOR. HINGED DOOR TO OPEN OUTWARD. ALL ENCLOSURES TO BE SAFETY GLASS.15" CLEAR SPACE REQUIRED EACH SIDE OF CENTERLINE OF TOILET. 21" MIN. CLEAR SPACE IN FRONT OF TOILET & SINK. TUB & SHOWER FLOORS & WALLS ABOVE TUBS WITH SHOWER HEADS TO HAVE NONABSORBENT SURFACE UP 6' ABOVE FLOOR. INSTALL BLOCKING FOR TOWEL BARS & TOILET PAPER HOLDERS. OEMERGENCY ESCAPE - IRC R310 EACH SLEEPING ROOM TO HAVE 1 MINIMUM EMERGENCY ESCAPE OPENING. OPENINGS TO BE 24" MIN. CLEAR HEIGHT, 20" MIN. CLEAR WIDTH. NET OPENING TO BE 5.7 SQ. FT. MIN. (5.0 SQ. FT. @ GRADE FLOOR) BOTTOM OF CLEAR OPENING TO BE 44" MAX ABOVE FINISHED FLOOR. ELECTRICAL LEGEND R314 - SMOKE ALARM PER UL 217. INSTALL SA 0 IN EACH BEDROOM, OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS, ON EACH FLOOR OF RESIDENCE. R315 - CARBON MONOXIDE ALARM PER UL CO 2034. INSTALL OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS & ON EACH FLOOR OF RESIDENCE. S50 50 CFM MIN. EXHAUST FAN VENTED TO EXTERIOR MIN CFM CONTINUOUS OPERATION S WH COMBINATION SPOT & WHOLE HOUSE FAN. FOR INTERMITTENT TIMED OPERATION: RUN-TIME % PER 4 HR SEGMENT FACTOR 25% 33% 50% 66% 75% 4x I 3x 1 2x 11.5x I I3x R314.2.1 & R314.4.1- HEAT DETECTORS HEAT SHALL BE LOCATED IN ATTACHED GARAGE & SHALL BE CONNECTED TO A SMOKE ALARM INSTALLED IN THE DWELLING HALLWAY OR ROOM TO PROVIDE OCCUPANT NOTIFICATION HIGH -EFFICIENCY LIGHTING IRC N1104 & WSEC R404 A MINIMUM OF 90%OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. ALL INSTALLED LIGHT FIXTURES WILL BE LED OR WILL BE SUPPLIED WITH LED BULBS. FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. REVISION Sep 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATP BY: CITY ENGINEERING DIVISION M CD O 00 m (V J Q(� J =Q� or 2 LnLN �./ Mw w I Q w N w z 0 0 DATE 5-28-24 DRAWN JCR REVISION REVISION REVISION 0 N START TRUSS L.O. 24" O.C. THIS CORNER PLUMB. WASTE STACK IOP THRU CRAWL SPACE FROM 3RD FLOOR ABV I B I 9.2 I I I I I GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL NAILING TO BE INSPECTED BEFORE COVERING SEE 5 PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION SECOND FLOOR FRAMING PLAN SCALE: %" = V-0" REVISION Sep 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION m CD 00 M r j N w Q v Q = 2 l~O�N Lr) w � m w w --I Y v J SQL N LL- z O O L1J v L J 0:^ - r) Q 0 1 DATE 5-28-24 DRAWN JCR REVISION REVISION REVISION 0 EXPIRES FEB 2025 STRUCTURAL ONLY 2Fll AAIKI HRVINTAKE BEDROOM #2 SPACER AS REQ'D ° FINISHED - - - - � _ END PANEL a - ABV & BLW FINISHED COUNTER \ N BATH #2 ---- END PANEL ° 1 SPACER z- N SPACER AS co• m -- REQ'D ♦ oo ♦ 00 e Y z °r°Ln _ ♦ ♦ 30" SINK ♦ ♦ ° o c - -- M z i i I i I _ o N ° 0 31" B 18" DB o 18" B 36" CRNRI 1" SPACERS_ ---- 42" UP b a 36" UPJ L o DUCTING UP INTO I I JOIST BAYS TO GET I OVER DROP BM ETURNI I BATH #2 LAUNDRY FINISHED I DD MAI I I I END PANEL BEDROOM #3 DROP CL'G'& DUCTING DETAIL SCALE: Y4" = V-0" FLAT CL'G @ BOT. OF DR01 FOR HRV DUCTING. SEE DTI PAGE FOR DROP CL'G LOCA 2g C EXPIRES FEB 2025 STRUCTURAL ONLY "SPACER -FINISHED END PANEL 33"DROPPED MAKE-UP COUNTER W/SHALLOW • DRAWER • oo Y Z o vo 0 m 1" SPACER co n AAcTrn nATI I SECOND FLR CABINET PLANS 72 CABINET PULLS TOP OF ALL WINDOW ROUGH OPENINGS @ 8'-0Y4" UNLESS NOTED OTHERWISE 67'-9" SCALE: X" = V-0" HDR ALL HEADERS THROUGHOUT ARE 48 DF#2 UNLESS NOTED OTHERWISE _FINISHED END PANEL — w� I w� pJ pJ -- � �N -- (V N WALK-IN CLOSET CLOSET CABINET DTL EACH SIDE IDENTICAL SCALE: %" = V-0" 8'4%" TOP PLATE 9'-0" TOP PLATE 23'-0" 44'-9" 11-10 11-2 8 -11Y2 20 -6Y215'-3" 9'-3" 6'-0" B 9.2 1' 10" A 3'-2" 2%" 3'-0" 20' 16 2 10 2 9 2iz 5 0 2/z 2' 9" 5' S�" TOP OF WIN 2��3'-0" 6° 5'-2%" TOP OF WIN @ 7 4Y2 9.1 TOP OF WIN @ 7 4/ '— @ 8'-0" N SW-4 6°5° OX S 4 6°5° XO SW-4 `D N 3°'7" PIC 307` PIC W-4 _1] D 9 SAF. GL. SAF. GL. N 296° CAS l 5060 PIC 2°6° CAS SW-4 3°76 SH 3°76 SH SW 4 5/2x7/2GLB O 5yx7yGLB O 5%x7%GLB O STRUCT. RIM ABV.NOHDRREQ'D 3x4TRIMMERw/ a 5�x7%GLB HEAD = v - ------- _____________ WiA31@10P ----- M Y; o WALK-IN m 2x10 SOFFIT FULL WIDTH OF RM FOR (2) #A34 @ BTM, Q m SHOWER RECESSED BLI JDS & PROJECTOR SCREEN TYP @ WINDOW I w x C z I 9.3 MASTER BEDROOM oQ w � oQ Lu oo STUDY AREA __ mo ?< z N L (/) w J Q BEDROOM #2 �� BEDROOM #3 �� I o N CD a o = cl- o = z I I ---- HEAT PUMP CL'G NO STEP SAF. GL ; z SA I > > I MOUNT HEAD UNIT 5' 81 MASTER BATH ®50 2 2x6 STUDS @ 16"oc SA I I G Q _ _ _ _ SA O 26 26 1111. 26 14'-10%" 5' 0%" 3' S%" 6'-9" 3%"x 11%" 26 5�"x 11%" PSLi 6° BP 2 6 0 LSL _ F��FpF�P SHELV & OPENING 20 20 ---- 2 a 3Y"x 11%" LSL WARDROBE 3Y2"x 11%" LSL Fiy THROUGH WALL FOR TV PROJECTOR J I ---------- I ���qBV 10' 3�" 4' 7%" o = 16 LINEN ---- N I z ROD-SHLF 2x6 WALL IN FRONT OF o I WALK -I N z I OPEN TO 2x4 BR'G WALL FOR 26 26 WARDROBE 6 2 I \ \ ABOVE 8 SA DUCTING TO 3RD FLOOR ROD-SHLF o N LL I LINESET TO HEAD CO SA _ - _ - - - - - = - - - -- - o 0LINESET TO HEAD - - - - - - - - - - UNIT FLR BLW ROD SHLF OPEN EAILNG UP BE" MIN. UNIT FLR ` 3342'x 11%" LSL DROP 28 I _ - - ,O u J BATH #2 2 a NO STEP N FLAT CUG @ BOT. w I N OF DROP BM �> N I N I I _ _ _ _ _ _ _ _ a I LINESETTO HEAD 24 ®50 © CRAWL ACCESS o I DOOR M = I� ° - - - - - - - - _ DROP BM o 2- ~ UNIT FLR BLW ® I m I 2x4 PLUMB. WALL =5 35" BLK'G CENTER ' 7 0 VANITY - - - - - - - _ —� 28 LAUNDRY z w I =1 ID o ®I MECH RM 2x6 & 2x4 WALL IN I O �> I WALK-IN -� WALK-IN 3x5 SHWR DBL WOOD FLR FRONT OF FRONT BR G WALL - - - - - - 4 WARDROBE 2 WARDROBE WARDROBE ILL - 11%" PSL DROP FOR DUCTING - - - - - - 2x6 WALL FOR J i a = DRYER BOX+8" a ' — 2- 2x6 STUDS 16" -� SW-4 ELEC ---_---- _ O — — SW-4 - J X z T DN i z o - N M i* o - STORAGE - -' CD I N VENT WATER HEATER = CD -CONTINUOUSLY RUNNING HRV UNITSETTOMIN.105 N - w o 3°6$ TO EXTERIOR PER o J MANUF. SPECS INTEGRATED HEAT PUMP WATER HEATER i CFM TO SATISFY WHOLE HOUSE FAN REQUIREMENTS ----------------------- 16" LINEN -� a ROD-SHLF ROD-SHLF PER ENERGY CREDIT 5.5 _ SW-4 — 410' N N 13'-9" 9'-3" I 11'-9" 22'-9" 23'-0" 10'-3" 34'-6" PLUMB. WASTE STACK Ip DROP THRU CRAWL SPACE I CRAWL SPACE FROM 3RD FLOOR ABV RAT SLAB UNVENTED CRAWL SPACE RAT SLAB A 9.1 B 9.2 34'-6%" 33'-2Y2" 67'-9" � o in N R I� OP N m TDOOR UNIT OF DUCTLESS NI -SPLIT PER SYSTEM #2 & ENERGY CREDIT 3.6 GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL NAILING TO BE INSPECTED BEFORE COVERING OCRAWL SPACE ACCESS - IRC R408.4 THROUGH FLOOR OPENINGS TO BE 18" x 24" MINIMUM. THROUGH WALL OPENINGS TO BE 16" x 24" MIN. IF ANY PORTION OF ATHROUGH WALL OPENING IS BELOW GRADE A 16" x 24" CLEAR SPACE TO BE PROVIDED IN FRONT OF OPENING. IF OPENING IS LOCATED IN A CONDITIONED SPACE, DOOR TO BE TIGHT FIT, WEATHERSTRIPPED & INSULATED TO MATCH SURROUNDING WALL/FLOOR. OSTAIRS - IRC R311 STAIRWAYS TO BE 36" MIN. CLEAR WIDTH MEASURED ABOVE HANDRAIL & BELOW REQ'D HEADROOM HEIGHT. HANDRAILS MAY PROJECT 43/2" MAX. ON EITHER SIDE. STAIRWAY CLEAR WIDTH TO BE 313/2" MIN. AT & BELOW HANDRAIL (27" MIN. IF HANDRAIL INSTALLED ON BOTH SIDES). MIN. HEAD HEIGHT TO BE 6-8" MEASURED VERTICALLY FROM NOSING OF TREADS. RISERS TO HAVE MAX. HEIGHT OF 7%". TREADS TO HAVE MIN. DEPTH OF 10". EACH MAY NOT VARY MORE THAN %" VARIATION IN DIMENSION. TREADS WITH SOLID RISERS TO HAVE %" MIN. TO 1Y4" MAX. NOSING WITH %" MAX VARIATION. TREADS WITH 11" MIN DEPTH NOT REQUIRED TO HAVE NOSINGS. LANDINGS TO HAVE 36" MIN. DIMENSION IN DIRECTION OF TRAVEL. HANDRAIL REQUIRED ON STAIRS RISING 4 OR MORE RISERS. INSTALL BETWEEN 34"-38" ABOVE NOSING. 1Y4"-2" DIAMETER GRIP TO RUN CONTINUOUS FOR FULL FLIGHT OF STAIR RETURN ENDS TO WALL OR NEWEL. PROTECT ENCLOSED ACCESSIBLE SPACE UNDER STAIRS WITH Y2" GWB ON ENCLOSED SIDE. STAIRWAY ILLUMINATION - R203.7 INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE AS MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. ©BATHROOM NOTES SHOWERS TO HAVE 30"00" MIN. CLEAR FLOOR SPACE. 24"00" CLEAR SPACE REQUIRED OUTSIDE DOOR. HINGED DOOR TO OPEN OUTWARD. ALL ENCLOSURES TO BE SAFETY GLASS.15" CLEAR SPACE REQUIRED EACH SIDE OF CENTERLINE OF TOILET. 21" MIN. CLEAR SPACE IN FRONT OF TOILET & SINK. TUB & SHOWER FLOORS & WALLS ABOVE TUBS WITH SHOWER HEADS TO HAVE NONABSORBENT SURFACE UP 6' ABOVE FLOOR. INSTALL BLOCKING FOR TOWEL BARS & TOILET PAPER HOLDERS. OEMERGENCY ESCAPE -IRC R310 EACH SLEEPING ROOM TO HAVE 1 MINIMUM EMERGENCY ESCAPE OPENING. OPENINGS TO BE 24" MIN. CLEAR HEIGHT, 20" MIN. CLEAR WIDTH. NET OPENING TO BE 5.7 SQ. FT. MIN. (5.0 SQ. FT. @ GRADE FLOOR) BOTTOM OF CLEAR OPENING TO BE 44" MAX ABOVE FINISHED FLOOR. ®GUARDS - IRC R312 WHERE OPEN SIDED WALKING SURFACE (INCLUDING STAIRS, RAMPS & LANDINGS) IS GREATER THAN 30" ABOVE FLOOR OR GRADE BELOW FOR A HORIZONTAL DISTANCE OF 36", PROVIDE GUARDS UP 36" MIN (34" MIN. @ STAIRS) MEASURED FROM FINISHED ADJACENT SURFACE (LINE OF NOSING @ STAIR). TOP OF RAIL TO SUPPORT 200# LOAD APPLIED IN ANY DIRECTION. INFILL COMPONENT TO BE SPACED SO A 4" SPHERE MAY NOT PASS THRU (4%" @ STAIR) & SUPPORT 50# HORIZONTAL LOAD APPLIED TO 1 S.F. AREA. GLAZING USED IN GUARDS MUST BE SAFETY GLASS PER IRC R308. OINTERIOR FURNACE & WATER HEATER UL APPROVED APPLIANCES INSTALLED PER MFG INSTRUCTIONS, UPC & IMC. WATER HEATER INSTALLED ON GALVANIZED STEEL PAN WITH DRAIN PER UPC. IF WATER HEATER LOCATED ON CONCRETE SLAB OR IN UNHEATED AREA INSTALL ON R-10INCOMPRESSIBLE INSULATED BASE. INSTALL SEISMIC STRAPS WITHIN TOP & BOTTOM THIRD (4" MIN. ABOVE CONTROLS) PRESSURE RELIEF LINE TO EXTERIOR. FOR FUEL FIRED APPLIANCES PROVIDE 2 SCREENED COMBUSTION INLETS (1 EA. WITHIN 12" OF CEILING & FLOOR) WITH MIN. NET FREE AREA OF 1 SQ. IN. PER 4000 BTU/H EACH. FUEL FIRED APPLIANCES INSTALLED IN SEALED ENCLOSURE WITH A WEATHER STRIPPED SOLID SELF -CLOSING DOOR. ENCLOSURE NOT TO BE USED FOR OTHER PURPOSES. REVISION SEE S PAGES FOR ALL Sep 06 2024 CITY STRUCTURE, SHEARWALL & DEVELO MFTT ENS RvCES HOLDDOWN INFORMATION DEPARTMENT SECOND FLOOR PLAN SCALE: X" = V-0" HOME TO BE EQUIPPED WITH 13D FIRE SPRINKLER SYSTEM ELECTRICAL LEGEND R314 - SMOKE ALARM PER UL 217. INSTALL SA IN EACH BEDROOM, OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS, ON EACH FLOOR OF RESIDENCE. R315 - CARBON MONOXIDE ALARM PER UL CO 2034. INSTALL OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS & ON EACH FLOOR OF RESIDENCE. ®50 50 CFM MIN. EXHAUST FAN VENTED TO EXTERIOR MIN CFM CONTINUOUS OPERATION ® WH COMBINATION SPOT & WHOLE HOUSE FAN. FOR INTERMITTENT TIMED OPERATION: RUN-TIME % PER 4 HR SEGMENT FACTOR 25% 33% 50% 66% 75% 4x I 3x I 2x 11.5x 1.3x R314.2.1 & R314.4.1- HEAT DETECTORS HEAT SHALL BE LOCATED IN ATTACHED GARAGE & SHALL BE CONNECTED TO A SMOKE ALARM INSTALLED IN THE DWELLING HALLWAY OR ROOM TO PROVIDE OCCUPANT NOTIFICATION HIGH -EFFICIENCY LIGHTING IRC N1104 & WSEC R404 A MINIMUM OF 90%OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAM PS. ALL INSTALLED LIGHT FIXTURES WILL BE LED OR WILL BE SUPPLIED WITH LED BULBS. FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. 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ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL REVISION Sep 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS naTF- BY: CITY ENGINEERING DIVISION m CD 00 M r j N w Q v Q = 2 l~O�N Lr) w � m w w --I Y v J SQL N LL- z O O DATE 5-28-24 DRAWN JCR REVISION REVISION REVISION EXPIRES FEB 2025 STRUCTURAL ONLY CORBELS PROVIDE W/CABINETS = I FINISHED END PANE FINISHED 36" B END PANEL FINISHED 11' 6" rBACK PANEL 6'-OY L 12" FLUSH BAR n n n __U II JIB-- ---T-------------- b 30" B 30" B 1 D.W. 118" DB ♦ ♦ ♦ ♦ 36" SINK VITru GNI w w J J N REFRIG. N ♦♦ M ♦♦ M 27" 36 B MICRO 39" FULL DEPTH UP a (2) FLOATING "' r SHLVS. SEE DTL a cc FINISHED END PANEL m a ♦ o ♦ ro ro l0 M M M j RANGE VENT THRU SIDE WALL m 0 ♦ m '�o M SPACER '♦ Y z 0F 'y� ! ♦ 1" SPACER ♦ m PREP. KIT. THIRD FLR CABINET PLANS 57 CABINET PULLS SCALE: X" = V-0" z1" SPACER CD 0 DD n�ninn 9" DEEP FLOATING SHELF OPEN'G TO 9" DEEP FLOATING SHELF PREP. KIT. REFRIG. SPACE 6 -6 11 00 MICRO SHLF 0 0 0 0 TOP OF ALL WINDOW ROUGH OPENINGS @ 8'-0Y4" UNLESS NOTED OTHERWISE F7'-Q" COFFEE BAR DTL SCALE: %" = V-0" HDR ALL HEADERS THROUGHOUT ARE 48 DF#2 UNLESS NOTED OTHERWISE GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL NAILING TO BE INSPECTED BEFORE COVERING OSTAIRS - IRC R311 STAIRWAYS TO BE 36" MIN. CLEAR WIDTH MEASURED ABOVE HANDRAIL & BELOW REQ'D HEADROOM HEIGHT. HANDRAILS MAY PROJECT 4Y2" MAX. ON EITHER SIDE. STAIRWAY CLEAR WIDTH TO BE 31Y2" MIN. AT & BELOW HANDRAIL (27" MIN. IF HANDRAIL INSTALLED ON BOTH SIDES). MIN. HEAD HEIGHT TO BE 6'-8" MEASURED VERTICALLY FROM NOSING OF TREADS. RISERS TO HAVE MAX. HEIGHT OF 7%". TREADS TO HAVE MIN. DEPTH OF 10". EACH MAY NOT VARY MORE THAN %" VARIATION IN DIMENSION. TREADS WITH SOLID RISERS TO HAVE %" MIN. TO 1Y4" MAX. NOSING WITH %" MAX VARIATION. TREADS WITH 11" MIN DEPTH NOT REQUIRED TO HAVE NOSINGS. LANDINGS TO HAVE 36" MIN. DIMENSION IN DIRECTION OF TRAVEL. HANDRAIL REQUIRED ON STAIRS RISING 4 OR MORE RISERS. INSTALL BETWEEN 34"-38" ABOVE NOSING. 1Y4"-2" DIAMETER GRIP TO RUN CONTINUOUS FOR FULL FLIGHT OF STAIR RETURN ENDS TO WALL OR NEWEL. PROTECT ENCLOSED ACCESSIBLE SPACE UNDER STAIRS WITH Y2" GWB ON ENCLOSED SIDE. STAIRWAY ILLUMINATION - R203.7 INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE AS MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. ©BATHROOM NOTES SHOWERS TO HAVE 30"00" MIN. CLEAR FLOOR SPACE. 24"00" CLEAR SPACE REQUIRED OUTSIDE DOOR. HINGED DOOR TO OPEN OUTWARD. ALL ENCLOSURES TO BE SAFETY GLASS.15" CLEAR SPACE REQUIRED EACH SIDE OF CENTERLINE OF TOILET. 21" MIN. CLEAR SPACE IN FRONT OF TOILET & SINK. TUB & SHOWER FLOORS & WALLS ABOVE TUBS WITH SHOWER HEADS TO HAVE NONABSORBENT SURFACE UP 6' ABOVE FLOOR. INSTALL BLOCKING FOR TOWEL BARS & TOILET PAPER HOLDERS. OEMERGENCY ESCAPE - IRC R310 EACH SLEEPING ROOM TO HAVE 1 MINIMUM EMERGENCY ESCAPE OPENING. OPENINGS TO BE 24" MIN. CLEAR HEIGHT, 20" MIN. CLEAR WIDTH. NET OPENING TO BE 5.7 SQ. FT. MIN. (5.0 SQ. FT. @ GRADE FLOOR) BOTTOM OF CLEAR OPENING TO BE 44" MAX ABOVE FINISHED FLOOR. ®GUARDS - IRC R312 WHERE OPEN SIDED WALKING SURFACE (INCLUDING STAIRS, RAMPS & LANDINGS) IS GREATER THAN 30" ABOVE FLOOR OR GRADE BELOW FOR A HORIZONTAL DISTANCE OF 36", PROVIDE GUARDS UP 36" MIN (34" MIN. @ STAIRS) MEASURED FROM FINISHED ADJACENT SURFACE (LINE OF NOSING @ STAIR). TOP OF RAIL TO SUPPORT 200# LOAD APPLIED IN ANY DIRECTION. INFILL COMPONENT TO BE SPACED SO A 4" SPHERE MAY NOT PASS THRU (4%" @ STAIR) & SUPPORT 50# HORIZONTAL LOAD APPLIED TO 1 S.F. AREA. GLAZING USED IN GUARDS MUST BE SAFETY GLASS PER IRC R308. 10 GARAGE SEPARATION GARAGE TO BE SEPARATED FROM THE RESIDENCE & ITS ATTICS WITH Y2" GWB MIN. SEPARATED FROM HABITAL ROOMS ABOVE WITH %" TYPE X GWB MIN. WHERE THE SEPARATION IS A FLOOR/CEILING ASSEMBLY THE SUPPORTING STRUCTURE TO BE PROTECTED WITH Y2" GWB MIN. OPENINGS INTO SLEEPING ROOMS NOT PERMITTED. DOOR TO RESIDENCE TO BE 1%" THICK MIN. SOLID OR HONEYCOMB CORE STEEL DOOR OR 20 MINUTE FIRE RATED DOOR WITH SELF -CLOSING DEVICE. DUCTS IN GARAGE TO BE 26 GAUGE STEEL MIN. WITH NO OPENINGS. ALL PENETRATIONS PROTECTED PER IRC R302 ELECTRICAL LEGEND SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION TOP - ENTRY FLOOR THIRD FLOOR PLAN SCALE: Y" - 1'-0" 1578 SQ. FT. THIRD FLOOR 1764 SQ. FT. SECOND FLOOR 1359 SQ. FT. FIRST FLOOR HOME TO BE EQUIPPED 4701 SQ. FT. TOTAL LIVING 127 SQ. FT. FRONT PORCH 276 SQ. FT. REAR COVERED DECK 72 SQ. FT. FIRST FLOOR PATIO 475 SQ. FT. TOTAL OUTDOOR LIVING 552 SQ. FT. GARAGE WITH 13D FIRE SPRINKLER SYSTEM R314 - SMOKE ALARM PER UL 217. INSTALL SA IN EACH BEDROOM, OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS, ON EACH FLOOR OF RESIDENCE. R315 - CARBON MONOXIDE ALARM PER UL CO 2034. INSTALL OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS & ON EACH FLOOR OF RESIDENCE. S50 50 CFM MIN. EXHAUST FAN VENTED TO EXTERIOR MIN CFM CONTINUOUS OPERATION ®WH COMBINATION SPOT & WHOLE HOUSE FAN. FOR INTERMITTENT TIMED OPERATION: RUN-TIME % PER 4 HR SEGMENT FACTOR 25% 33% 50% 66% 75% 4x I 3x I 2x 1.5x 1.3x R314.2.1 & R314.4.1- HEAT DETECTORS HEAT SHALL BE LOCATED IN ATTACHED GARAGE & SHALL BE CONNECTED TO A SMOKE ALARM INSTALLED IN THE DWELLING HALLWAY OR ROOM TO PROVIDE OCCUPANT NOTIFICATION HIGH -EFFICIENCY LIGHTING IRC N1104 & WSEC R404 A MINIMUM OF 90%OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. ALL INSTALLED LIGHT FIXTURES WILL BE LED OR WILL BE SUPPLIED WITH LED BULBS. FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. REVISION Sep 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION Q o o V w 00 rn Q Q z00 z ON O rn n/ w L J Q W r I Q 0 1 5-28-24 E E7 I EXPIRES FEB 2025 STRUCTURAL ONLY `�TaherzaQ, �N woe WAsy,4 1s 7o,VAL �� EXPIRES FEB 2025 STRUCTURAL ONLY 67'-9" 11'-6" 11'-6" 12'-0" 14" TJI 110 RAFTERS @ 24" A N O.C. TURN & CANT. FOR EAVE 9.1 24" EAVE OVERHANG 10'-0" B _ 9.2 1.� I I ICI I I I■ I��I I I►Z�11►�ai�i�r�i�i�;�'�;�i�'%���iil5��,. 11'-9" START TRUSS L.O. 24" O.C. THIS CORNER 11'-0" I I.I I -I 11���%A.l�i.'%_►=1a:�I��JI�I�■�il�l���l�ll 3 2 14 LSL FLUSH FOR TURNED RFTRS 3Y2"x 14" LSL FL H_FOR TURNED RFTRS 3�"x 14" LSL FLUSH FOR TURNED FTRS 3%"x 14" LSL FLUSH FOR TURNED RFTRS 3Y2"x 14" LSL FLUSH FOR TURNED RFTRS II T I I II I I ' II II I;% II II N N GREAT RM �\ % oDINING AREA / CL'G HEADI �\ I CL'G HEAD Ir Cow �° 14 TJI 110 RAFTERS @ 24 0.0 14 TJI 110 RAFTERS @ 24"O.C. 14 TJI 110 RAFTERS @ 24 O.C. m 14 TJI 110 RAFTERS @ 24 O.C. m 14 TJI 110 RAFTERS @ 24 O.C. HANG ON BM. CANT. OVER RAKE ; o HANG ON BMS EA. END w w HANG ON BM. CANT. OVER RAKE _ WALL FOR EAVE _ I I — _ — — — — _ o _ — — — — — — — HANG ON BMS EA. END — I I — HANG ON BMS EA. END — I I — WALL FOR EAVE — X = Lr N Ll") Io- RFTR BM SITS ON APPROX. LIN SET PATH` TOP OF CROSS BM % THROUG RAFTERS 3Y2"x 14" LSL FLU H F R TIURNIED FIFTR 7N 14" 2.0E PSL DROP BM I /6" STEEL PL. WELDED TO END 16 STEEL PL. WELDED TO END OF BM. (4) %" Ox 3Y2" SIDS OF BM. (4) Y4" Ox 3Y2" SIDS I N SCREWS EA. SIDE TO BM I I I I SCREWS EA. SIDE TO BM N a —5Y4"x 14" 2.0E PSL TOP FLUSH BM \�o SEE PAGE 8.2 FOR ROOF I II II LL z II II II II FRAMING THIS AREA I I RFTR BM SITS CD co I ON TOP PLATE ` I II II II II II II II II IL w 14" TJI 110 RAFTERS @ N w 24" O.C. TURN & CANT. 3 I I I o a z FOR EAVE I I II II II Q o II II I I Lu LL SEE PAGE 8.2 FOR ROOF II II II II II II II o v FRAMING THIS AREA \ II o coLn = I I II II II II II II II 24" EAVE OVERHANG M 35'-0" 67'-9" 12 24" EAVE OVERHANG 10'-0" 22'-9" GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL ROOF TRUSSES - IRC R802.10 TRUSSES TO BE DESIGNED & MANUFACTURED PER ANSI/TPI 1. DESIGN BY STATE LICENSED ENGINEER & MANUFACTURED AT AN APPROVED PLANT. SUBMIT TRUSS DESIGN DRAWINGS TO BUILDING OFFICIAL FOR APPROVAL PRIOR TO INSTALLATION. SHIP DRAWINGS TO JOB SITE WITH TRUSSES. DESIGN DRAWINGS TO INCLUDE ALL LOADS, LUMBER INFO, CONNECTIONS, HANGERS, PERMANENT REQUIRED BRACING LOCATIONS & RELATED INFORMATION AS SPECIFIED IN IRC R802.10.1. TRUSSES TO BE BRACED TO PREVENT ROTATION & TO PROVIDE LATERAL STABILITY PER TRUSS DESIGN DRAWINGS, BUILDING PLANS, & PER BUILDING LATERAL ENGINEERING. FIELD CUTS OR MODIFICATIONS OF TRUSSES NOT PERMITTED WITHOUT ENGINEER'S CALCS & DETAILS. GABLE END TRUSS TO HAVE VERTICAL MEMBERS @ 24" O.C. MIN. FOR SIDING. GABLE END TRUSS TO BE SHEATHED & NAILED PER WALL BELOW. UNVENTED ATTIC SPACE - IRC R806 UNVENTED ATTIC SPACES & ENCLOSED RAFTER SPACES SHALL BE PERMITTED. R-10 (PER TABLE R806.5) AIR -IMPERMEABLE INSULATION SHALL BE PLACED DIRECTLY ON THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING. AIR -PERMEABLE INSULATION SHALL BE INSTALLED DIRECTLY UNDER THE AIR -IMPERMEABLE INSULATION. INSULATION SHALL BE STRINGED OR OTHERWISE SUPPORTED TO MAINTAIN ITS POSITION. NO ATTIC ACCESS REQUIRED. LESS THAN 30" CLEAR HEAD SPACE @ ANY POINT THROUGHOUT TRUSS SPACE SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION ROOF FRAMING PLAN SCALE: X" = V-0" LOWER ROOFS REVISION Sep 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATP BY: CITY ENGINEERING DIVISION M O 00 M (V J Q�� J =Qor Lr) 2 �LN c/ Mw w J jw N w z 0 0 DATE 5-28-24 DRAWN JCR REVISION REVISION REVISION 8.1 GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL NAILING TO BE INSPECTED BEFORE COVERING ROOF TRUSSES - IRC R802.10 TRUSSES TO BE DESIGNED & MANUFACTURED PER ANSI/TPI 1. DESIGN BY STATE LICENSED ENGINEER & MANUFACTURED AT AN APPROVED PLANT. SUBMIT TRUSS DESIGN DRAWINGS TO BUILDING OFFICIAL FOR APPROVAL PRIOR TO INSTALLATION. SHIP DRAWINGS TO JOB SITE WITH TRUSSES. DESIGN DRAWINGS TO INCLUDE ALL LOADS, LUMBER INFO, CONNECTIONS, HANGERS, PERMANENT REQUIRED BRACING LOCATIONS & RELATED INFORMATION AS SPECIFIED IN IRC R802.10.1. TRUSSES TO BE BRACED TO PREVENT ROTATION & TO PROVIDE LATERAL STABILITY PER TRUSS DESIGN DRAWINGS, BUILDING PLANS, & PER BUILDING LATERAL ENGINEERING. FIELD CUTS OR MODIFICATIONS OF TRUSSES NOT PERMITTED WITHOUT ENGINEER'S CALCS & DETAILS. GABLE END TRUSS TO HAVE VERTICAL MEMBERS @ 24" O.C. MIN. FOR SIDING. GABLE END TRUSS TO BE SHEATHED & NAILED PER WALL BELOW. UNVENTED ATTIC SPACE - IRC R806 UNVENTED ATTIC SPACES & ENCLOSED RAFTER SPACES SHALL BE PERMITTED. R-10 (PER TABLE R806.5) AIR -IMPERMEABLE INSULATION SHALL BE PLACED DIRECTLY ON THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING. AIR -PERMEABLE INSULATION SHALL BE INSTALLED DIRECTLY UNDER THE AIR -IMPERMEABLE INSULATION. INSULATION SHALL BE STRINGED OR OTHERWISE SUPPORTED TO MAINTAIN ITS POSITION. NO ATTIC ACCESS REQUIRED. LESS THAN 30" CLEAR HEAD SPACE @ ANY POINT THROUGHOUT TRUSS SPACE REVISION Sep 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION ROOF FRAMING PLAN SCALE: X" =1'-0" UPPER ROOFS APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION Q o o V w 00 � rn Q Q S z00 z ON O rn n/ w 28-24 R E EXPIRES FEB 2025 STRUCTURAL ONLY 18" 8'-0" POUR GARAGE SLAB OVER MUDSILL & TIE INTO TOP OF RAISED STEM WALL PER ENGINEERING SLOPE: 1% M STRIP DRAIN ORII `� 'I TOP STEM: 245.95" TYPE 1 CB I x I RIM: 246.28' I ` IE: 244.00 GARAGE SLAB STARTS @ - - - 3Y2" THICK ABV SUBFLOOR @ FRONT OF GARAGE R-15 RIGID INSUL. SECURED TO INSIDE FACE OF STEM WALL. TIGHT FIT TO BOT. OF HUNG FLR JSTS. EXTEND BLW FINISHED CRAWL GRADE 24" OR TO TOP OF FTG FILL FOR DRIVEWAY EX'GGRADE )UTH FACE OF )TPRINT 14" TJI 110 RAFTERS (@ 24" O.C. LINE OF CL'G BEYOND _ GARAGE DOOR HEADER PER PLAN 2x10 GARAGE DOOR LINER GARAGE SLAB SLOPES Y8" _ PER FOOT TOWARD DOOR -2x4 P.T. MUDSILL R-15 BATTINSUL. BTWIN HUNG JSTS I I TOP FLANGE HNGRS FOR 1 FLR JSTS 1 I TOP STEM: 242.56' RAISED STEM WALL STEPS BEYOND CRAWL SPACE VISQUEEN & RAT SLAB OVER FINISHED GRADE OF ALL CRAWL SPACES. VISQUEEN TO TOP STEM: HAVE ALL JOINTS LAPPED 6 237 75' MIN. & EXTEND UP STEM - WALL 6" MIN. SUBGRADE - 234.50' 12'-0" BUILT-UP LOW PITCH CRICKET @ RAISED GARAGE ROOF. CONTINUE ROOFING PER SPECS 2x PLATE SECURED TO TOP 14 TJI 110 RAFTERS @ 24 O.C. TOP RUBBER ROOFINGIORGICOF STEEL BMS ABS DOWNSPOUT FLANGE HNGRS EA. END TO 2x PLATE " TURN TJI RFTRS @ 24" O.C. 12xi G T RU ATTIC SPACE @ FOR UPPER EAVE OVERHANG PER 1 1 ":12" MIN. SLOPE 1/8 12 - - - - - ----- - - - -- TOP OF BM - - - - - - - - - - - ___ FLUSH LSL PER PLAN FOR TURNED RFTRS DRYWALL SOFFIT PER SPECS BEAM BEYOND 2x10 GARAGE DOOR LINER' 2 CAR GARAGE (4) EVENLY SPACED 3" STEEL BOLLARDS UP 36" MIN. - ACROSS BACK OF GARAGE SLOPE OF GARAGE & PORCH SLABS MEET @ EXTERIOR FACE OF PORCH/GARAGE WALL. %" PLYWOOD SUBFLOOR. FRAMING & SUBFLOOR ARE LEVEL. 3RD SUBFLR IN SLAB SLOPE CREATES THICKER SLAB FOREGROUND- 247.00 - @ BACK OF GARAGE SOLID BLK'G @ BMS FLOOR JSTS SIZE & & BR'G WALLS SPACING PER PLAN 2x6 INTERIOR R-21 BATT DOOR BEYOND BR'G WALL INSULATION BEDRM #3 CLOSET TOP STEM: 236.56' 2x4 F RRING WALL ON 2x BASE PLATE. R-21 EATT INSULATION BEDROOM #3 DOOR BEYOND BEAM PER PLAN-/ SAFETY GLASS RAILING UP 36" MIN. ABV FRAMED COLUMN - HIGHEST POINT OF PORCH SURFACE. BEYOND KEEP SIDE & REAR TOP RAILS LEVEL I COVERED PORCH GAS FIRE PIT z n, PORCH SLAB SLOPESY4" ER FOOT TOWARD REAR PP R SOLID BLK'G @ :XTERIOR WALL MAX ALLOWED HT. - 258.80' ACTUAL HT. - 258.73' TOP PLATE TOP OF BM 4x4TRIM BAND @ BOTT M OF BM. DRIP FL SHING OVER 24" v 0 SAFETY GLASS RAILING. 36" MIN. HT. 4" SPHERE MAY NOT PASS THRU. 3RD SUBFLR IN FOREGROUND- 247.00 TOP PLATE PORCH SLAB STARTS @ BEAM PER PLAN --------------------- 3 THICK ABV SUBFLOOR @ REAR EDGE BEDROOM #2 DOOR BEYOND VDROPPED CL'G @ BOT. OF CLOSED CELL SPRAY FOAM DOOR BEYOND HALL BM FOR DUCTING INSULATION ON UNDERSIDE OF FLOOR SHT'G. NO VENTILATION REQ'D IN JOIST CAVITIES w COMBINE W/BATT INSUL. FOR o z LINE HALLWAY R 38 MIN IN CAVITY = 2x4 INTERIOR NON- BR'G WALL. TYPICAL 2x6 INTERIOR UNLESS NOTED j BR'G WALL IN FOREGROUND & BEYOND PLYWOOD I SUBFLOOR I I , H TOP FLUSH I JSTS SIZE & BEAM PER PLAN SPACING PER PLAN BEDRM #3 CLOSET bo a < K V O__p R-21 MIN. INSUL. BLOWN IN R-23 PER SPECS. TYP. ALL INSULATED WALLS W/SHT'G-DRYWALL ON EA. FACE 2ND SUBFLOOR - 236.76 TOP PLATE BARN DOOR TRACK STRUCT. RIM PER PLAN. TOP WINDOW HNGRS @ WINDOW OPEN'G ONLY TYP. UNLESS NOTED L I I I I 12'-0" I 12'-0" CLOSET DOOR BEYOND 69"x 96" ROUGH L OPENING INTO 1 MEDIA RM BEYOND TOP STEM: GAME ROOM 232.52' RAISED STEM WALL STEPS BEYOND L TOP STEM: 230.5T 00 o a, I I TOP STEM: 228.52' I I I I I I FIN, SLAB -226.52 R-10 RIGID INSULATION UNDER ENTIRE SLAB PER ENERGY CREDIT 1.3 SUBGRADE - 224.75' 36'-0" DA FULL SECTION SCALE: %" = V-0" 24'-0" SUBGRADE- AVERAGE GRADE - 233.80' 28'-0" APPROX. EX'G GRADE LINE @ SOUTH FACE OF FOOTPRINT SUBGRADE - 212.00' TOP OF WALL - 224.00' REVISION Sep 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATF- Q O o V ) w 00 Q Q z00 z ON O rn 1rll' w DATE 5-28-24 DRAWN JCR REVISION REVISION REVISION BY: CITY ENGINEERING DIVISION M O 00 M N Lu J Q�� J =Qor Lr) 2 �LN L f, W W '-'-' Y a --I C, J Q W N � W z O O PLYWOOD OVER T&G 24" IF REQUIRED. 2x PLATE SECURED TO TOP ROOFING PER SPECS 14" TJI 110 RAFTERS @ 24" O.C. TOP FLANGE OF STEEL BMS SOLID BL 'G @ 2x6 T&G EXPOSED BUILT-UP LOW PITCH CRICKET @ FLANGE HNGRS EA. END TO 2x PLATE W12x22 STEEL BM. LOCATIONS TURN TJI RFTRS @ 24" O.C. EXTERIOR ALL DECKING ABOVE RAFTERS RAISED PORCH ROOF. CONTINUE PER ROOF FRAMING PLAN FOR UPPER EAVE OVERHANG ROOFING PER SPECS _ _ _ _ _ _ _ _ _ _ _ _ _ MAX ALLOWED HT. - 258.80' TERMINATION DRIP 12 _ _ _ - ACTUAL HT. - 258.74' FLASHING PER SPECS % _ _ - - _ _ _ 4x6FASCIA BOARD -___ _____ ______ -_--- ----------- --- - TOP PLATE OVER 2x4 SUB -FASCIA - - - - - - - 2-2x6 TOP PLATE 2x10EXPOSED -_---- ----- ----- NOLINERPER P�N TOP OF WIN. „ TOP PLATE _ _ - - - - FLUSH LSL PER PLAN �� RAFTERS @ 24 O.C. --- FOR TURNED RFTRS WHERE NOTED ONLY 18" 12" 6x6 DF#2 TOP PLATE 4' 0"Ll EXPOSED COLUMN CORNER OF @ BEAM BEYOND ENTRY BEYOND SLIDING GLASS CORNER OF DOOR TO PORCH GARAGE BEYOND DOORTO BEYOND GARAGE BEYOND ZD CONCRETE PORCH OVER FRONT - FRAMING. SLOPE 4" MIN. DOOR AWAY FROM FRONT DOOR COVERED PORCH FOYER GREAT ROOM 00 %" T&G PLYWOOD OVER JSTS. OPEN RAILING WATERPROOF BARRIER PER BEYOND SPECS UNDER CONCRETE SLAB PORCH SLAB STARTS @ 3 THICK ABV SUBFLOOR STAIRWAY DOWN 1 4" PLYWOOD @ FRONT EDGE BEYOND SUBFLOOR 3RD SUBFLR - 247.00 TOP STEM: 246.05' _ SOLID BLK'G @ I JSTS SIZE & o CD oN 2xJ01STS. SIZE & BR'G WALL SPACING PER PLAN TOP PLATE N Cr) LJ 00 SPACING PER PLAN 2-26 TOP PLATE N Q Q 40 TRIM BAND TO COVER - [a HDR PER PLAN TOP OF WINDOW DECKING &MUDSILL TOP FLANGE HNGRS TO CORNER OF TYP. UNLESS NOTED MUDSILL PER PLAN DOOR BEYOND Z 6' 00 R-15 BATT INSULJ CORNER OF Q BTWN HUNG JSTS 2x6 WALL IN FRONT OF BEDROOM O rn N CORNER OF STEM 2x4 INTERIOR BR'G WALL FOR HRV DOOR BEYOND � o WALL BEYOND 2x6 INTERIOR R-21 BATT CLOSET DOOR BR'G WALL DUCTING BTWN FLRS L" APPROX. EX'G GRADE BR'G WALL INSULATION BEYOND LINE @ MID POINT OF FOOTPRINT 0 CRAWL SPACE LAUNDRY RM MASTER BEDRM o �, R-15 RIGID INSUL. SECURED TO 00 INSIDE FACE OF STEM WALL. TIGHT R-21 MIN. INSUL. FITTO BOT. OF HUNG FLR JSTS. BLOWN IN R-23 PER EXTEND BLW FINISHED CRAWL SPECS. TYP. ALL GRADE 24 OR TO TOP OF FTG INSULATED WALLS00' SUBGRADE 239. W/SHT'G-DRYWALL ON %" PLYWOOD EA. FACE R 38 BATT SUBFLOOR INSUL. R-38 BATT INSUL. 2ND SUBFLOOR - 236.76 VISQUEEN & RAT SLAB OVER TOP STEM: 236.56' SOLID ; : SOLID B @ DATE 5-zs-za DRAWN JCR REVISION - REVISION - REVISION - 4x6 FASCIA BOARD OVER ENDS OF EXPOSED RAFTERS MAX ALLOWED HT. - 258.80' ACTUAL HT. - 258.43' 0 EXPOSED BEAM PERK PLAN. SET ABOVE CLOSET EXTERIOR WALL & EXTEND TO FOYER WALL a .TERMINATION DRIP FLASHING PER SPECS 2x EXPOSED SOLID BLK'G EA. SIDE -OF BM. CONT. BLK'G @ FACE OF WALL BEYOND FOR SIDING TERMINATION PLYWOOD OVER T&G IF REQUIRED. ROOFING PER SPECS 2x6 T&G EXPOSED DECKING ABOVE RAFTERS OVERFRAWNG EXPOSED RAFTERS PER 13/ 1� 24" I_ PLAN CORNER OFF CLOSET BEYOND CONCRETE PORCH OVER FRAMING. SLOPE4" MIN. - AWAY FROM FRONT DOOR %" T&G PLYWOOD OVER JSTS. WATERPROOF BARRIER PER SPECS UNDER CONCRETE SLAB TOP STEM: 246.05' 4x4 TRIM BAND TO COVER DECKING & MUDSILL FRONT DOOR =BEYOND RAISED STEM WALL PER PLAN. PORCH SHT'G DIRECTLY TO MUDSIILL COVERED PORCH 2x JOISTS. SIZE & SPACING PER PLAN CLOSED CELL SPRAY FOAM INSULATION ON UNDERSIDE OF ROOF SHT'G. COMBINE W/BATT INSUL. FOR R-38 MIN. IN CAVITY. NO VENTILATION REQ'D IN RAFTER CAVITIES CRAWL SPACE 2x EXPOSED SOLID BLK'G @ r FACE OF WALL FOR SIDING I TERMINATION ROOF TRUSSES PER PLAN BEAM PER PLAN. NO TOP PLATE ABV. CANTILEVER BEYOND WALL PER PLAN. WINDOW PER PLAN. NO -ADDT'L HDR. ROUGH OPENING UNDER BEAM DEN R-21 MIN. INSUL. BLOWN IN R-23 PER SPECS INSUL. I JOISTS. SIZE & SPACING PER PLAN PER PLAN &PARTIAL SECTION SCALE:4" = l'-D" TOP PLATE TOP PLATE BEAM PER PLAN. NO TOP PLATE ABV. CANTILEVER BEYOND WALL PER PLAN. 0 o CORNEROF-/," a, DEN BEYOND COVERED PORCH SLAB & TRIM BUTT INTO SIDE OF STONE VENEER R CI IRFI nm 2x EXPOSED SOLID BLK'G EA. SIDE OF BM. CONT. BLK'G @ FACE OF WALL BEYOND FOR SIDING TERMINATION 2x6 T&G EXPOSED DECKING ABOVE RAFTERS EXPOSED RAFTER PER PLAN @ FACE OF WALL & END OF BMS DEN WINDOW DEN WINDOW 2x EXPOSED SOLID BLK'G EA. SIDE OF CANTILEVERED BM TERMINATION LASHING AS REQ'D TO GUTTER PER SPECS TOP OF BM 4x6 FASCIA BOARD OVER ENDS OF EXPOSED RAFTERS EXPOSED BEAM PER 2411 PLAN. CANTILEVER BEYOND WALL PER PLAN. �T' FLASHING FOR SIDING CHANGE ALIGNS W/BM ABV O° STONE SILL @ BOTTOM OF WINDOWS gLA R T I A L S E Q0 N SCALE: %" = V-0" REVISION Sep 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION M O 00 M N Lu J Q�� J =Qor Lr) 2 �LN L.rl W 't C5M W W Y N � W z O O Q O o V w 00 � rn Q Q S z00 z ON O rn n/ w DATE 5-28-24 DRAWN JCR REVISION REVISION REVISION E3 1 CHAPTER 3 GENERAL REQUIREMENTS MATERIALS, SYSTEMS, AND EQUIPMENT- R303 R303.1 IDENTIFICATION MATERIALS, SYSTEMS, AND EQUIPMENT SHALL BE IDENTIFIED IN A MANNER THAT WILL ALLOW A DETERMINATION OF COMPLIANCE WITH THE APPLICABLE PROVISIONS OF THIS CODE. -R303.1.1. BUILDING THERMAL ENVELOPE INSULATION INSULATION INSTALLERS SHALL PROVIDE A CERTIFICATION LISTING THE TYPE, MANUFACTURER AND R-VALUE OF INSULATION INSTALLED IN EACH ELEMENT OF THE BUILDING THERMAL ENVELOPE. FOR BLOWN OR SPRAYED INSULATION (FIBERGLASS AND CELLULOSE), THE INITIAL INSTALLED THICKNESS, SETTLED THICKNESS, SETTLED R-VALUE, INSTALLED DENSITY, COVERAGE AREA AND NUMBER OF BAGS INSTALLED SHALL BE LISTED ON THE CERTIFICATION. FOR SPRAYED POLYURETHANE FOAM (SPF) INSULATION, THE INSTALLED THICKNESS OF THE AREAS COVERED AND R-VALUE OF INSTALLED THICKNESS SHALL BE LISTED ON THE CERTIFICATION. THE INSULATION INSTALLER SHALL SIGN, DATE AND POST THE CERTIFICATION IN A CONSPICUOUS LOCATION ON THE JOB SITE. -R303.1.1.1. BLOWN OR SPRAYED ROOF/CEILING INSULATION THE THICKNESS OF BLOWN -IN OR SPRAYED ROOF/CEILING INSULATION (FIBERGLASS OR CELLULOSE) SHALL BE WRITTEN IN INCHES ON MARKERS THAT ARE INSTALLED AT LEAST ON FOR EVERY 300 SQUARE FEET THROUGHOUT THE ATTIC SPACE. THE MARKERS SHALL BE AFFIXED TO THE TRUSSES OR JOISTS AND MARKED WITH THE MINIMUM INITIAL INSTALLED THICKNESS WITH NUMBERS A MINIMUM OF 1" IN HEIGHT. EACH MARKER SHALL FACE THE ATTIC ACCESS OPENING. SPRAY POLYURETHANE FOAM THICKNESS AND INSTALLED R-VALUE SHALL BE LISTED ON CERTIFICATION PROVIDE BY THE INSULATION INSTALLER. -R303.2.1. PROTECTION OF EXPOSED FOUNDATION INSULATION INSULATION APPLIED TO THE EXTERIOR OF BASEMENT WALLS, CRAWLSPACE WALLS AND THE PERIMETER OF SLAB -ON -GRADE FLOORS SHALL HAVE A RIGID, OPAQUE AND WEATHER -RESISTANT PROTECTIVE COVERING TO PREVENTTHE DEGRADATION OF THE INSULATION'S THERMAL PERFORMANCES. THE PROTECTIVE COVERING SHALL COVER THE EXPOSED EXTERIOR INSULATION AND EXTEND A MINIMUM OF 6" BELOW GRADE. CHAPTER 4 [RE] RESIDENTIAL ENERGY EFFICIENCY GENERAL-R401 -R401.3. CERTIFICATE (MANDATORY) A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR WITHIN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS FOR FENESTRATION AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING THE LARGESTAREA. THE CERTIFICATE SHALL LISTTHE TYPES AND EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. WHERE A GAS -FIRED UNVENTED ROOM HEATER, ELECTRIC FURNACE, OR BASEBOARD ELECTRIC HEATER IS INSTALLED IN THE RESIDENCE, THE CERTIFICATE SHALL LIST "GAS -FIRED UNVENTED ROOM HEATER," "ELECTRIC FURNACE" OR "BASEBOARD ELECTRIC HEATER," AS APPROPRIATE. AN EFFICIENCY SHALL NOT BE LISTED FOR GAS -FIRED UNVENTED ROOM HEATERS, ELECTRIC FURNACES OR ELECTRIC BASEBOARD HEATERS. BUILDING THERMAL ENVELOPE - R402 -R402.1.1 INSULATION AND FENESTRATION CRITERIA THE BUILDING THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS OF TABLE R402.1.1 BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. -R402.1.2 R-VALUE COMPUTATION INSULATION MATERIAL USED IN LAYERS, SUCH AS FRAMING CAVITY INSULATION AND INSULATING SHEATHING, SHALL BE SUMMED TO COMPUTE THE COMPONENT R-VALUE. THE MANUFACTURER'S SETTLED R-VALUE SHALL BE USED FOR BLOWN INSULATION. COMPUTED R-VALUES SHALL NOT INCLUDE AN R-VALUE FOR OTHER BUILDING MATERIALS OR AIR FILMS. -R402.1.3 U-FACTOR ALTERNATIVE AN ASSEMBLY WITH A U-FACTOR EQUAL TO OR LESS THAN THAT SPECIFIED IN TABLE R402.1.3 SHALL BE PERMITTED AS AN ALTERNATIVE TO THE R-VALUE IN TABLE R402.1.1. -R402.1.4 TOTAL UA ALTERNATIVE IF THE TOTAL BUILDING THERMAL ENVELOPE UA (SUM OF U-FACTOR TIMES ASSEMBLY AREA) IS LESS THAN OR EQUAL TO THE TOTAL UA RESULTING FROM USING THE U-FACTORS IN TABLE R402.1.3 (MULTIPLIED BYTHE SAME ASSEMBLY AREA AS IN THE PROPOSED BUILDING), THE BUILDING SHALL BE CONSIDERED IN COMPLIANCE WITH TABLE R402.1.1. THE U-FACTORS FOR TYPICAL CONSTRUCTION ASSEMBLIES ARE INCLUDED IN APPENDIX A IN CHAPTER 51-11C WAC. THESE VALUES SHALL BE USED FOR ALL CALCULATIONS. WHERE PROPOSED CONSTRUCTION ASSEMBLIES ARE NOT REPRESENTED IN APPENDIX A, VALUES SHALL BE CALCULATED IN ACCORDANCE WITH THE ASHRAE HANDBOOK OF FUNDAMENTALS USING THE FRAMING FACTORS LISTED IN APPENDIX A WHERE APPLICABLE AND SHALL INCLUDE THE THERMAL BRIDGING EFFECTS OF FRAMING MATERIALS. THE SHGC REQUIREMENTS SHALL BE MET IN ADDITION TO UA COMPLIANCE. WHEN USING RESCHECK, THE U-FACTORS CALCULATED BY THE SOFTWARE BASED ON COMPONENT R-VALUE DESCRIPTIONS ARE ACCEPTABLE. FOR THE BASE BUILDING UA CALCULATION, THE MAXIMUM GLAZING AREA IS 15% OF THE FLOOR AREA. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION TABLE R402.1.1 INSULATION & FENESTRATION REQUIREMENTS BY COMPONENT' CLIMATE ZONE 5 AND MARINE 4 FENESTRATION U-FACTORb 0.30 SKYLIGHTb U-FACTOR 0.50 CEILING R-VALUEe 49 WOOD FRAME WALI!" R-VALUE 21 INT FLOOR R-VALUE 30 BELOW GRADE" WALLR-VALUE 10/15/211NT+TB SLAG" R-VALUE & DEPTH 10,21FT FOR SI:1 FOOT= 304.8 MM, CI = CONTINUOUS INSULATION, INT = INTERMEDIATE FRAMING a R-VALUES ARE MINIMUMS. U-FACTORS AND SHGC ARE MAXIMUMS. WHEN INSULATION IS INSTALLED IN A CAVITY WHICH 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. b THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS. c "10/15/21.+5TB" MEANS R-10 CONTINUOUS INSULATION ON THE EXTERIOR OF THE WALL, OR R-15 ON THE CONTINUOUS INSULATION ON THE INTERIOR OF THE WALL, OR R-21 CAVITY INSULATION PLUS A THERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALLATTHE INTERIOR OF THE BASEMENT WALL. "10/15/21.+5TB" 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. "10/13" MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION ATTHE INTERIOR OF THE BASEMENT WALL. "5TB" MEANS THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL. d R-10 CONTINUOUS INSULATION IS REQUIRED UNDER HEATED SLAB ON GRADE FLOORS. SEE R402.2.9.1. e FOR SINGLE RAFTER- OR JOIST -VAULTED CEILINGS, THE INSULATION MAY BE REDUCED TO R-38 IF THE FULL INSULATION DEPTH EXTENDS OVER THE TOP PLATE OF THE EXTERIOR WALL. t R-7.5 CONTINUOUS INSULATION INSTALLED OVER AN EXISTING SLAB IS DEEMED TO BE EQUIVALENTTO THE REQUIRED PERIMETER SLAB INSULATION WHEN APPLIED TO EXISTING SLABS COMPLYING WITH SECTION R503.1.1. IF FOAM PLASTIC IS USED, IT SHALL MEETTHE REQUIREMENTS FOR THERMAL BARRIERS PROTECTING FOAM PLASTICS. g FOR LOG STRUCTURES DEVELOPED IN COMPLIANCE WITH STANDARD ICC 400, LOG WALLS SHALL MEET THE REQUIREMENTS FOR CLIMATE ZONE 5 OF ICC 400. b INT. (INTERMEDIATE FRAMING) DENOTES FRAMING AND INSULATION AS DESCRIBED IN SECTION A103.2.2 INCLUDING STANDARD FRAMING 16" ON CENTER, 78 PERCENT OF THE WALL CAVITY INSULATED AND HEADERS INSULATED WITH A MINIMUM OF R-10INSULATION. STANDARD DETAIL. ACTUAL STAIR MAY VARY. SEE PLANS FOR DIMENSIONS o M FOR TREADS, RISERS & NOSINGS, GREATEST DIMENSION MAY NOT = EXCEED THE SMALLEST 1_ DIM ENSIONBYMORE THAN %" \ \ �� FIREBLOCK ADJACENT WALLS PER IRC R602 14"-2" DIAM. HANDRAIL CONTINUOUS J ON 1 SIDE OF STAIR.1Y2" MIN. SPACE TO WALL. RETURN ENDS TO WALL OR NEWELL. RAILTO SUPPORT 200# LOAD APPLIED IN ANY DIRECTION. 4Y2" MAX - ENCROACHMENT INTO STAIR. �o "x 12" OSB STEPPING TREADS TABLE 406.2 ENERGY CREDITS (DEBITS) 6.0 TOTAL POINTS REQUIRED 6.0 TOTAL POINTS PROVIDED OPTION DESCRIPTION CREDIT(S) FOR AN INITIAL HEATING SYSTEM USING A HEAT PUMP THAT MEETS FEDERAL STANDARDS 1.0 SYSTEM FOR THE EQUIPMENT LISTED IN TABLE C403.3.2(1)C OR C403.3.2(2) TYPE oR AIR TO WATER HEAT PUMP UNITS THAT ARE CONFIGURED TO PROVIDE BOTH HEATING 2 AND COOLING AND ARE RATED IN ACCORDANCE WITH AHRI 550/590 1.3 EFFICIENT BUILDING ENVELOPE 1.3: 0.5 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 0.28 FLOOR R-38 SLAB 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 UA BY 5% 2.1 AIR LEAKAGE CONTROL & EFFICIENT VENTILATION 2.1: 0.5 COMPLIANCE IS BASED ON TABLE R402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 3.0 AIR CHANGES PER HOUR MAX. @ 50 PASCALS AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M1507.3 OF THE INTERNATIONAL RESIDENTIAL CODE SHALL BE MET WITH A HIGH EFFICIENCY FAN (MAXIMUM 0.35 WATTS/CFM), 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, THE MAXIMUM TESTED BUILDING AIR LEAKAGE, AND SHALL SHOW THE QUALIFYING VENTILATION SYSTEM AND ITS CONTROL SEQUENCE OF OPERATION. 3.6' HIGH EFFICIENCY HVAC EQUIPMENT 3.6: 2.0 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. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED, THE HEATED FLOOR AREA CALCULATION, THE HEATING EQUIPMENTTYPE(S), THE MINIMUM EQUIPMENT EFFICIENCY, AND TOTAL INSTALLED HEAT CAPACITY (BY EQUIPMENT TYPE). a. AN ALTERNATIVE HEATING SOURCE SIZED AT A MAXIMUM OF 0.5 WATTS PER SQUARE FOOT (EQUIVALENT) OF HEATED FLOOR AREA OR 500 WATTS, WHICHEVER IS BIGGER, MAY BE INSTALLED IN THE DWELLING UNIT. 5.5 EFFICIENT WATER HEATING 5.5: 2.0 ELECTRIC HEAT PUMP WATER HEATER MEETING THE STANDARDS FOR TIER III OF NEEA'S ADVANCED WATER HEATING SPECIFICATION. TO QUALIFYTO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFYTHE OPTION BEING SELECTED AND SHALL SPECIFYTHE WATER HEATER EQUIPMENTTYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. HALF WALL OR OPEN RAIL UP 36" ABOVE NOSING. PICKETS OR INFILLSPACED SO4%" SPHERE MAY NOT PASSTHRU. INFILLTO SUPPORT 50# HORIZONTAL LOAD IF TRIANGLE LEFT OPEN, 6" SPHERE / MAY NOT PASS THRU 36" MIN. DIR. OF TRAVEL WIDTH TO MATCH STAIRWAY SERVED a 1x8 RIPPED RISERS MWHERE DEPTH OF STRINGER GREATER THAN DEPTH OF FLR JSTS PROVIDE %" 4" MIN. -1X" MAX. NOSING %6' MAX NAILER SECURED TO JSTS. NAIL THRU RADIUS. NOSING NOT REQUIRED FOR NAILER INTO END OF STRINGERS TREADS IS 11" OR GREATER 2x12 STRINGERS @ 16" O.C. 20 THRUST BLOCK �' MAX. 2x4 STIFFENER 1 SIDE i PROTECT ACCESSIBLE ENCLOSED SPACES WY2" GWB i TYP. INTERIOR RESIDENTIAL STAIR DTL %" T&G OSB SUBFLOOR. EXTERIOR GLUE & 8d @ 6" O.C. EDGES & SOLID BLK'G & 12" O.C. FIELD 2x BASE PLATE 2-16d EA. STUD FLOOR JSTS PER PLAN PT SILL PLATE, ANCHOR BOLTS & WASHERS PER ENGINEER + 7f A N . S 2-20 TOP PLATE - 20 STUDS @ 16" O.C. K" GYPSUM BOARD • �IFREQ'D.4"TIGH FLINE TO 17 CONNECT DOWN OUTS. INSUL. PER ENERGY NOTES ° SEPARATE FROM FOUND. DRAIN 2x6 PT BASEPLATE 1.� II 3Y2" CONC. SLAB OVER 4" BASE. b FILL & COMPACT AS REQUIRED 4 all JI • SEE STEM 2 RIGID FOAM R-101NSUL. 1. WALL DTL PER ENERGY NOTES. BEVEL FOAM FOR THERMAL BREAK VDR'AIN DIAM. PERF. FOUNDATION IN WASHED GRAVEL & FILTER FABRIC. CONNECT TO APPROVED DISCHARGE BASEMENT WALL DTL SCALE: a /" = V-0" %" T&G OSB SUBFLOOR. EXTERIOR GLUE & 8d @ 6" O.C. EDGES & SOLID BLK'G & 12" O.C. FIELD 2x6 BASE PLATE.16d @ 16" O.C. TO JSTS/BLK'G 2-16d EA. STUD 2x RIM JOIST. 3-16d EA. JOIST IVI FLOOR JSTS PER PLAN-'N II SHEATHING & NAILING SOLID BLK'G @ALL PER SHEARWALL SUPPORTS SCHEDULE 3/2" GYPSUM BOARD 2-2x6 TOP PLATE z SIDING PER ag ELEVATION OVER HDR PER PLAN PLACED TIGHT APPROVED WATER UNDER DBLTOP PLATE. 2" R-10 RESISTANT BARRIER INSUL. @ 4x HDRS 0 2x6 STUDS @ 16" O.C. INSULATION PER a ENERGY NOTES 3/2" GYPSUM BOARD FLOOR TO WALL DTL SCALE: %" = V-0" 2x6 STUDS @ 16" O.C. INSUL. PER ENERGY NOTES %" GYPSUM BOARD 3Y2" CONC. SLAB OVER 4" BASE. FILL & COMPACT AS REQUIRED all; 2" RIGID FOAM R-101NSUL. PER ENERGY NOTES. BEVEL FOAM FOR THERMAL BREAK 110 IF REQ'D. 4" TIGHTLINE TO e CONNECT DOWNPOUTS. SEPARATE FROM FOUND. DRAIN SIDING PER ELEVATION OVER APPROVED WATER RESISTANT BARRIER SHEATHING & NAILING PER SHEARWALL SCHEDULE 2x BASE PLATE 2-16d EA. STUD PT SILL PLATE, ANCHOR BOLTS & WASHERS PER ENGINEER z N S SEE STEM z WALL DTL 2 00 4" DIAM. PERF. FOUNDATION DRAIN IN WASHED GRAVEL & FILTER FABRIC. CONNECT TO APPROVED DISCHARGE SLAB FLOOR - STEM WALL DTL SCALE: a /" = V-0" GOVERNING CODES: 2018 INTERNATIONAL BUILDING CODE (IBC) 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) 2018 INTERNATIONAL FIRE CODE (IFC) -2016NFPA13 -2016NFPA72 2018 INTERNATIONAL MECHANICAL CODE (IMC) 2018 INTERNATIONAL PLUMBING CODE (IPC) 2009 ICC A117.1 2018 WASHINGTON STATE ENERGY CODE (WSEC) OTHER APPLICABLE CODES STRUCTURAL: SEISMIC ZONE D1 / D2 PER R301 & ENGINEERING WIND (EXP. B) BASIC SPEED: 85 MPH PER R301 COMPONENT/CLADDING LOADS PER R301 LOADS PER R301 LIVE DEAD TOTAL ROOF (GROUND SNOW) 25 PSF 10 PSF 35 PSF ATTICS -LIMITED STORAGE 20 PSF 10 PSF 30 PSF ATTICS -NO STORAGE 10 PSF 10 PSF 20 PSF ATTICS -HABITABLE BY STAIRS 30 PSF 10 PSF 40 PSF DECKS 60 PSF 10 PSF 70 PSF EXTERIOR BALCONIES 60 PSF 10 PSF 70 PSF FIRE ESCAPES 40 PSF GUARDRAIL/ HANDRAILS 200 LBS AT TOP IN ANY DIRECTION GUARDRAILS -IN FILL 50 LBS HORIZ. APPLIED TO 1 SQ. FT. ROOMS (NOT SLEEPING) 40 PSF 10 PSF 50 PSF SLEEPING ROOMS 30 PSF 10 PSF 40 PSF STAIRS 40 PSF 10 PSF 50 PSF OR 300 LB PT. LOAD ON 4 SQ. IN. CONTINUOUS #4 BARS" BELOW TOP OF WALL #4 HORIZONTAL BAR @ 24" O.0 #4 BAR @ 48" O.C. WITH STANDARD HOOK. EXTEND TO 3" CLEAR FROM BOTTOM OF FTG o ROTATE AS REQ'D TO MAINTAIN v PROPER CONCRETE COVER cc z N 5 m PREFABRICATED ENGINEERED ROOF TRUSSES PER ROOF FRAMING PLAN COMPOSITION ROOFING OVER 30# FELT 7/16' OSB ROOF SHT'G WIND BAFFLE WITH 2x VENT BLOCK. 3-2" 1" MIN. AIR SPACE DIAM. HOLES COVERED WIX" CORROSION 12 PER RESISTANT MESH PLAN Y2" CCX PLYWOOD @ EAVES BLOWN INSULATION PER ENERGY NOTES METAL GUTTERS 5/8" GWB OR SAG RESISTANT _ PER SPECS Y2" GYPSUM BOARD PER PLAN %"x 8 FASCIA H1 OR H2.5 EA. TRUSS TO TOP PLATES z SHEATHING & NAILING 2-26 TOP PLATE a PER SHEARWALL HDR PER PLAN PLACEDTIGHT w SCHEDULE a UNDER DBLTOP PLATE. 2" R-10 SIDING PER INSUL. @ 4x HDRS z ELEVATION OVER 2x6 STUDS @ 16 O.C. APPROVED WATER o RESISTANT BARRIER INSULATION PER o ENERGY NOTES Y2" GYPSUM BOARD COMMON TRUSS TO WALL DTL SCALE: %" = V-0" %" T&G OSB SUBFLOOR. EXTERIOR GLUE & 8d @ 6" O.C. EDGES & SOLID BLK'G & 12" O.C. FIELD FLOOR JSTS PER PLAN INSULATION PER ENERGY NOTES POSTS & BEAMS PER PLAN. POST BASE UP 8" ABV GRADE OR USE PRESSURE TREATED 12" MIN. CLEAR UNDER BEAMS CONCRETE FOOTING PER PLAN DAMP PROOFING PER IRC R406 244 CONTIN. HORIZ. BAR 3" MIN. CLEAR FROM BOTTOM PT SILL PLATE, ANCHOR BOLTS & WASHERS PER ENGINEER - Y Q m 0 v z 3 m z a co 8" MIN. L I IF REQ'D 4" DIAM. PERF. FOUNDATION DRAIN IN WASHED GRAVEL & FILTER FABRIC. SEE FOUNDATION PLAN CONNECT TO APPROVED DISCHARGE TYPICAL STEM WALL DTL SCALE: 1" = 1'-C" RAFTERS PER PLAN COMPOSITION ROOFING OVER 30#FELT 2x VENT BLOCK. 3-2" 7/16" OSB ROOF SHT'G DIAM. HOLES COVERED W//" CORROSION RESISTANT MESH BIRDS MOUTH RAFTER TO - 12 MATCH TRUSS TAILS. PER SOLID BLK'G @ WALL LINE ' PLAN Y2" CCX PLYWOOD @ EAVES BATT INSULATION PER ENERGY METAL GUTTERS NOTES WITH 1" MIN. AIR SPACE " x PER SPECS s �"x s GWB OR SAG RESISTANT 8 FASCIA Y2" GYPSUM BOARD PER PLAN H1 OR H2.5 EA. TRUSS z SHEATHING & NAILING TO TOP PLATES a PER SHEARWALL 2-2x6 TOP PLATE w a SCHEDULE HDR PER PLAN PLACED TIGHT SIDING PER UNDER DBLTOP PLATE. 2" R 10 z ELEVATION OVER INSUL. @ 4x HDRS APPROVED WATER 2x6 STUDS @ 16" O.C. o RESISTANT BARRIER REVISION Sep 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT INSULATION PER o ENERGY NOTES 3/2" GYPSUM BOARD RAFTER TO WALL DTL SCALE: %" = V-0" 2x6 STUDS @ 16" O.0 INSUL. PER ENERGY NOTES K" GYPSUM BOARD X" T&G OSB SUBFLOOR. EXTERIOR GLUE & 8d @ 6" O.C. EDGES & SOLID BLK'G & 12" O.C. FIELD FLOOR JSTS PER PLAN INSUL. PER ENERGY NOTES SOLID BLOCKING @ ALL BR'G SUPPORTS SOLID BLK'G @ ALL SUPPORTS POST TOBEAM POSITIVE 18" MIN. CLEAR. 12" UNDER BEAMS CONNECTION. 2x TIES OR MTL & DUCTS. INSUL. PLUMB. & MECH. CONNECTOR EA. SIDE OPTION 2: X" WASHED ROCK OR PEA GRAVEL U AN POR RETARDER. SLOPE TO POSITIVE DRAIN PROTECT POST BASE W/90# ROOFING OR EQ. 6 MILVISQUEEN VAPOR RETARDER. 6" SECURE POST TO FOOTING MIN. OVERLAP WITH JOINTS SEALED OR W/MAS612, LMA4Z OR EQ. TAPED. EXTEND 6" MIN. UP STEM WALL IF REQ'D. 4" TIGHTLINE TO INTERIOR GRADE CONNECT DOWNPOUTS. SEPARATE FROM FOUND. DRAIN INTERMEDIATE BRIG DTL SCALE: a /" = V-0" SIDING PER ELEVATION OVER APPROVED WATER RESISTANT BARRIER SHEATHING & NAILING PER SHEARWALL SCHEDULE 2x6 BASE PLATE. 16d @ 16" O.C. TO JSTS/BLK'G 2-16d EA. STUD 2x RIM JOIST. 3-16d EA. JOIST PT SILL PLATE, ANCHOR BOLTS & WASHERS PER ENGINEER z_ N S rll. SEE STEM z '. II •t WALL DTL IL, oo OPTION 1: 4" DIAM. PERF. FOUNDATION DRAIN IN WASHED GRAVEL & FILTER FABRIC. CONNECT TO APPROVED DISCHARGE CRAWL - STEM WALL DTL SCALE: a /" = V-0" DATE 5-zs-za DRAWN JCR REVISION REVISION REVISION - IRC SECTION 311 SCALE: %" = V-0" E 0 U w (2)2x STUDS @ HOLDOWN 2x4" P.T. MUDSILL w/ ANCHOR BOLTS PER PLAN 12" MIN. AT MUDSILL ENDS AND JOINTS, WITH 7" MIN. EMBEDMENT. (U.N.O.) SEE SCHEDULE PYL. EDGE NAILING TO EACH STUDS @ HOLDOWN CONT. PLY. TO SILL PLATE 16d @ 4" O.C. 8d @ 6" O.C. EDGE NAILING PER SCHEDULE FLOOR JOISTS (PER PLAN) SIMPSON STHD14RJ w/ EDGE NAIL 38-16d SINKERS TO DBL. STUDS FINISH (STRAP LOCATION GRADE00 PER PLAN) (2) #4 BARS TOP o CONTINUOUS I x z 0 #4 @ 16" O.C. VERT. I Q - ZJ � :5a @ CENTERLINE OF WALL I - Q Y #4 @ 10" O.C. HORZ. 00 00 m Q Dm 10 MIL. 'BLACK' VISQUEEN I I _ VAPOR BARRIER. 00 48" MAXIMUM I UNYIELDING SOIL UNBALANCED 5" 6" 5" (2)#4 CONT. A EXTERIOR SHEARWALL s1 @ CRAWL SPACE 3/4"=1'-0" 2x SILL PLATE w/ 5/8" ®HOEDOWN NAILING ANCHOR BOLTS OR EXPANSION BOLTS PER (2)2x STUDS SCHEDULE STHD14 w/ 38-16d (2) #4 CONT. (TYP SINKERS NAILS STRAP LOCATION EXPANSION PER PLAN JOINT/ THERMAL 10 EDGE NAILING BREAK FINISH 1=III=III=III-III=1 I GRADE 00 -III II-ICI-I�I-I�II ��I � III-III-III -1 #4 @ 16" O.C. VERT. I I -I I -I I -I I ., I I -I I -I I x z Q Z J _ I- b I I -I I I -I I E. ° I :2 :2 Q J #4 @ 10" O.C. HORZ. - III -III -I I -III -I - - Q Y �- I I III � m v l I Zm 00T STANDARD HOOK(TYP.) (2)#4 CONT. 48" MAXIMUM UNBALANCED 5" 6" 5" E� EXT. SHEARWALL @ SLAB ONE STUD @ EACH SPLICE (T) 3 /4"=1'-0" :sto) III NOTE: SPLICE AND NAIL TOP PLATES AS SHOWN @ ALL EXTERI❑R WALLS, SHEAR WALLS, & AT EACH FLOOR LEVEL AND AT ROOF. � DBL. TOP PLATE SPLICE 3/4"=1'-0" BOTTOM PLAT PER SCHEDUL FLOOR PLYWO FLOOR J (PER PL EXT. WALL SHEATHING PER SCHEDULE EDGE NAILING PLY. SPLICE EDGE NAILING CONT. RIM EDGE NAILING EXTERIOR WALL JOIST PARALLEL TO EXT. WALL 3 4"=1'-0" FLOOR PL) FLOOR JOIN (PER PLAN (2)2x STUDS @ HOLDOWN 2x P.T. MUDSILL w/ ANCHOR BOLTS PER PLAN 12" MIN. AT MUDSILL ENDS AND JOINTS, WITH 7" MIN. EMBEDMENT. (U.N.O.) SEE SCHEDULE (2) LAYERS 15# FELT @ STEM WALL TO DEPTH OF JOIST FLOOR JOISTS (PER PLAN) PYL. EDGE NAILING TO EACH STUDS @ HOLDOWN CONT. PLY. TO SILL PLATE SIMPSON STHD14 w/ 38-2 1/2x. 148 NAI TO DBL. STUDS (STRAP LOCATION PER PLA 12d @ 3 O.C. 8d @ 6" O.C. EDGE NAILING PER SCHEDULE FINISH TOP FLANG GRADE C0 HANGER #4 BARS TOP - o CONTINUOUS C. ERI Q z z J co 4CENTERLINE W4LLT �D o m #4 @ 10" O.C. HORZ. 1- n Z m 6 MIL. 'BLACK' VISQUEEN I° - VAPOR BARRIER. 00 UNYIELDING SOIL 5"I 6" I 5 (2)#4 CONT. 8d @ 6 ROOF F 2x VEN BLK'G EDGE NAIL PLYWD SCHEDI EXTERIOR SHEARWALL @ CRAWL SPACE 3/4"=1'-0" RAFTERS @ 0. C. dPSON H2.5 IP @ EA. AFTER EAVE @ STICK -FRAME ROOF 3 4=1-0 21 EXTERIOR WALL PLYWOOD PER SCHEDULE BOTTOM PLATE NAILING PER SCHEDULE EDGE NAILING PLY. SPLICE CONT. RIM EDGE NAILING PLY. PER SCHEDULE JOIST PERP. TO EXT. WALL LSL RIM J❑IST- 0 cV CS16 STRAP/ FILL ALL HOLES w/ 8d NAILS 0 N (1)2x STUDS @ EA HOLDOWN J❑IST PER PLAN (1)2x STUDS @ HOLDOWN STRAP HOLDOWN AT FLOOR 3/4"=1'-0" SEE PLANS FOR # OF HOLD-DOWNS DOUBLE PORTAL FRAME 3 1/2"x11 1/4" MIN. HDR. (BUILT-UP, SOLID SAWN, LGL, ETC.) LS a 1- ° ° -- ul 11 LI° FASTEN T.PL. TO HDR. W 2 ROWS OF 16D SINKERS @3" (TYP.) o.c. 2400 LB HDR. STRAP OPPOSITE SHEATHING AS SHOWN SEE SECTION A -A TYP. ( )( ) 1°11° (MSTA24) .-. X Q °11°11 v °I° FASTEN SHEATHING TO HDR. W/ 8D COMMON °1°1 °1 NAILS IN 3" GRID PATTERN AS SHOWN AND 3" o.c. o IN ALL FRMNG. (STUDS & SILLS) TYP. o°°�--------- FOR FRAMES OVER 8", PANEL SPLICE (IF NEEDED) SHALL OCCUR WITHIN 24" OF MID -HEIGHT. BLOCKING IS REQUIRED. IF 2X_ BLOCKING IS USED THEN IT MUST BE STITCH NAILED W/ 1 ROW OF 16D SINKERS @ 3 o.c. ko 3500 LB HOLD DOWN STRAP APPLIED OVER SHEATHING INSTALLED IN CONCRETE 11 PER MANUFACTUREERS INSTRUCTION II°�°11° (STHD14) ° - °T° ° °_r oTo 0 oro -- (2) 5/8 DIA. ANCHOR BOLT W/ 7„ MIN. I Ia I EMBEDMENT @ 8" ox. & 3"0"x1/4" PLT. WASHER L__J. m. L--� ° 16"W x 8"T CONT. FT'G. 12"x16" CONT. FTG. w/(2) #4 CONT. w/ (2) #4 BAR CONT., @ TOP & BOTTOM EXTEND TO FAR (TYP.) SIM. DETAIL E/S1 FACE OF CONC. HOOK ENDS (TYP.) FRONT ELEVATION D MIN. LATERAL PANEL 3 4 =1 -0 (2)#4's CONT. TOP- #4's @ 10" HORIZ: "b" BARS (GR.40 ORS 60) FULL HT. VERT. CONTACT LAP SPLICE TYP. "L" PER SCHEDULE 2'-6" 3'-6" #4x „ "c" BARS x @ 24" O.C. 8 \ PER SCHEDULE 16 THIS DOWEL MAY BE DRILLED & EPDXIED 4" CONC. SLAB INTO FOOTING. W/ W. W. M . (6x6-1 Ox10) "0 0 SHEATHING FILLER IF NEEDED °i ° ° °I ° ° ° ° ° ° ° ° 2400 LB °� 1° HDR. o-o -----� STRAP lu II (MSTA24) °I a JI 1°1° 1 °1° 16D °1° SINKERS II °1° II 2 ROWS @ 1°1° 3" ox. TYPICAL alioi iT POST FRAME °1°1 CONSTRUCITON II 1°1° I°I° 1°I° II °I° ---- °1° I°1° ----- A°I° II II °1° °1° 1°I° 7/16" MI i°i° THICKNESS 2x FRAMING WOOD °1° °I° STRUCTURAL °I° °I° PANEL °1° °1° -rh- -rh o °I° I ° ° �--J a i_°I 16"W x 8"T CONT. FT G. w/ (2) #4 BAR CONT., (TYP.) SIM. DETAIL E/S1 SECTION A- A A- A SIDE ELEVATION FINISH GRADE t". (CONTRACTOR VERIFY) oo • N • d . oC (T&B) AS SHOWN) UNYIELDING SOIL-77" 2x4 CONT. KEY SPRAYED ON DAMP/WATER PROOFING X DRAINBOARD FROM TOP OF FOOTING TO FINISH GRADE TYP. PER SOILS 6" HOOK _ ENGINEER. N 4" DIA. PVC PERF. PIPE IN WASHED GRAVEL TO COMPACT SOIL "w" DAYLIGHT PER SOILS ENGINEER. "a" BARS DOWELS (C� "E" SHAPED BETA N NG WALL SHEARWALL P BOTTOM PLAT PER SCHEDUL EDGE NAILING FLOOR PLYWO JSTS PER PL/ SHEARWALL PERPENDICULAR TO FLOOR JOISTS SHEARWALL PI BOTTOM PLATE PER SCHEDULE EDGE NAILING FLOOR PLYWO( JSTS PER PLAI RETAINING WALL NOTES: 1. 2,000 PSF SOIL BEARING, 0.4 CO. OF FRICTION (ASSUMED) 2. 35 PCF EQUIV. FLUID PRESSURE, 250 PCF PASSIVE PRESSURE.(ASSUMED) 3. 2,500 PSI CONCRETE. 4. GRADE 40 OR 60 REINF. 5. CONTRACTOR SHALL VERIFY ALL EXISTING & FINISH GRADES PRIOR TO CONSTRUCTION. 6. REINFORCING SHALL BE INSPECTED POURING CONCRETE. 7. BUILDING INSPECTOR/SOILS ENGINEER TO INSPECT & APPROVE SOILS BELOW FOOTING PRIOR TO CONSTRUCTION OF FOOTINGS. 8. THIS DESIGN SHALL NOT BE CONSTRUCTED ON SILT OR CLAY BEARING SOILS, OR WITH SILT OR CLAY BACKFILL BEHIND WALLS. 9. CONTRACTOR SHALL COMPLY WITH ALL O.S.H.A. & W.I.S.H.A. HEALTH & SAFETY STANDARDS. 10. BACKFILL SHOULD BE PLACED WITH EXTREME CARE TO AVOID EXCESSIVE HORIZONTAL LOADS ON THE WALL. THIS REQUIREMENT SHOULD TAKE PRECEDENCE OVER COMPLETE ADHERENCE TO THE COMPACTION CRITERIA. IMPORTANT NOTES: 1. CONTRACTOR MAY BACKFILL "H"/3 MAX. BEHIND WALLS PRIOR TO PLACEMENT OF SLAB ON GRADE. 2. CONTRACTOR MAY NOT FULLY BACKFILL BEHIND WALL UNTIL REINF. SLAB IS IN PLACE & CURED. RETAINING WALL SCHEDULE "H" MAX.rT. "W" "Q" "b" "C" "I " "t" "X" 5' 2'-0' #429" #4@9" #4@9" 3'-6" 8" 8" 7' 3'-0" #4@8" #4@8" #4@8" 4'-0" 8" 10" 9' 4'-0" #5@12" #5212" #5@12" 4'-6" 8" 10" 11' 5'-0" #5@10" #5210' #5@10" 5'-0" 8" 10" 13' 6'-0" #528' #5@8" #5@8" 5'-6" 10" 10" 9) 6" O.C. BEAM PER PLAN SHEARWALL PARALLEL TO FLOOR JOISTS INTERIOR SHEARWALL TO FLOOR BELOW 3 / 4 " = 1 ' - 0 " REVISION Sep 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEARWALL SCHEDULE: SW_6 INDICATES SHEARWALL w/ SHEATHING ONE SIDE 1. SHEATHING: 1/2" PLYWOOD or 7/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/ 8d @ 6"o.c. ALL EDGES & 12"o.c. FIELD. 2. BOLT SILL PLATE TO CONCRETE w/ 5/8 0 x 10" ANCHOR BOLTS @ 48"o.c. 3. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d @ 4"o.c. 4. FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE PER DETAILS AS PROVIDED. SW-4 INDICATES SHEARWALL w/ SHEATHING ONE SIDE 1. SHEATHING: 1/2" PLYWOOD or 7/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/ 8d @ 4"o.c. ALL EDGES & 12"o.c. FIELD. 2. BOLT SILL PLATE TO CONCRETE w/ 5/8 0 x 10" ANCHOR BOLTS @ 32"o.c. 3. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d @ 3"o.c. 4. FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE PER DETAILS AS PROVIDED. SW-3 INDICATES SHEARWALL w/ SHEATHING ONE SIDE 1. SHEATHING: 1/2" PLYWOOD or 7/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/ 8d @ 3"o.c. ALL EDGES & 12"o.c. FIELD. 2. a. BOLT (3)2x SILL PLATE TO CONCRETE w/ 5/8 0 x 12" ANCHOR BOLTS @ 16"o.c. PER DETAIL D/S1 2. b. BOLT 3x SILL PLATE TO CONCRETE w/ 5/8 0 x 12" ANCHOR BOLTS @ 16"o.c. 3. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d @ 4"o.c. 4. FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE PER DETAILS AS PROVIDED. 5. USE 3x OR (2)2x @ ALL FRAMING MEMBERS RECEIVING END NAILING FROM ABUTTING PANELS. SW_2 INDICATES SHEARWALL w/ SHEATHING ONE SIDE 1. SHEATHING: 1/2" PLYWOOD or 7/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/ 8d @ 2"o.c. ALL EDGES & 12"o.c. FIELD. 2. BOLT 3x SILL PLATE TO CONCRETE w/ 5/8 b x 12" ANCHOR BOLTS @ 16"o.c. 3. FASTEN DOUBLE BOTTOM PLATE TO FRAMING BELOW w/ 2-LAYERS 16d @ 3"o. c. 4. FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE w/ SIMPSON LTP4 @ 10"o.c. PER DETAILS AS PROVIDED. 5. USE 3x OR (2)2x @ ALL FRAMING MEMBERS RECEIVING END NAILING FROM ABUTTING PANELS. TYPICAL ROOF SHEATHING: 7/16" O.S.B., INDEX 40/20, UNBLOCKED, w/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW. NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY, OVER EXTERIOR WALLS, SHEAR WALLS, & DRAG STRUTS: 8d @ 6"o.c. ALL SUPPORTED EDGES: 8d @ 6"o.c. FIELD: 8d @ 12"o.c. TYPICAL FLOOR SHEATHING: 3/4" T&G O.S.B., INDEX 40/20, UNBLOCKED, LAID UP w/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS, GLUE & NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY, OVER EXTERIOR WALLS, SHEAR WALLS, & DRAG STRUTS: 8d @ 6"o.c. ALL SUPPORTED EDGES: 8d @ 6"o.c. FIELD: 8d @ 10"o.c. NOTES: 1. USE 3%3"x1/4" PLATE WASHERS ON ALL ANCHOR BOLTS. 2. THE PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE(S) w/SHEATHING PER NDS 2018 EDITION (SDPWS) 4.3.6.4.3. 3. EXPANSION BOLTS MAY BE USED IN LIEU OF ANCHOR BOLTS w/ SAME SPACING & 4 1/2"min. EMBEDMENT. 4. ALL POWDER DRIVEN NAILS SHALL BE 2 3/4" LONG(min.) x 0.156 SHANK 0. w/ MINIMUM 1 1/4" PENETRATION. 5. USE 20d NAILS @ 3x FRAMING MEMBERS. 6. a. 8d NAILS SHALL BE .131 x 2 1/2" LONG b. 10d NAILS SHALL BE .148 x 3" LONG C. 16d NAILS SHALL BE .162 x 3 1/2" LONG d. 20d NAILS SHALL BE .192 x 4" LONG SPECIAL INSPECTION PROGRAM ESTABLISHED PER CHAPTER 17 OF THE 2018 IBC, UNLESS NOTED OTHERWISE ALL SPECIAL INSPECTIONS SHALL BE CONTINUOUS, UNLESS NOTED OTHERWISE TYPES OF WORK PERIODIC CONTINUOUS COMMENTS SOILS: REF. PROJECT SPECIFICATIONS GRADING, EXCAVATION, & FILL REF. PROJECT SPECIFICATIONS DRILLED PIERS CONCRETE: PLACEMENT OF REINFORCING STEEL BOLTS CAST IN CONCRETE PLACING OF CONCRETE > 2,500 psi SPECIAL CASES: SHEAR WALL NAILING WOOD DIAPHRAGMS ADHESIVE ANCHOR INSTALLATION X PER ICC-ES EVALUATION REPORT EXPANSION BOLT INSTALLATION PER ICC-ES EVALUATION REPORT HOLD DOWNS & STRAPS I IPER FOOTNOTE #5 SPECIAL INSPECTION PROGRAM FOOTNOTES: 1. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 2. SPECIAL INSPECTOR SHALL BE HIRED BY THE PROJECT OWNER. 3. DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED TO: A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM & THE SPECIAL INSPECTION AND TESTING AGREEMENT, PROVIDED BY LOCAL JURISDICTION. B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT PLANS & SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER & TO THE BUILDING OFFICIAL. C. FOR EACH INSPECTION, THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR, & OTHER DESIGNATED PARITIES IN A TIMELY MANNER. D. THE SPECIAL INSPECTOR SHALL FURNISH A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED, & WHETHER SAID WORK WAS IN CONFORMANCE WITH THE APPROVED PERMIT PLANS & SPECIFICATIONS, & THE APPLICABLE WORKMANSHIP PROVISIONS OF THE STATE OF WASHINGTON. 4. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: A. NOTIFY THE SPECIAL INSPECTOR AT LEAST 24 HOURS IN ADVANCE THAT THE WORK TO BE INSPECTED IS READY FOR SUCH INSPECTION. B. ENSURE THAT ALL WORK REQUIRING SPECIAL INSPECTION REMAINS ACCESSIBLE & EXPOSED UNTIL IT HAS BEEN OBSERVED & INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR, & APPROVED BY THE BUILDING OFFICIAL. C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT PLANS & SPECIFICATIONS AT THE JOBSITE. D. MAINTAIN AT THE JOBSITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. 5. ALL SPECIAL REQUIREMENTS FOR SEISMIC & WIND RESISTING SYSTEMS AS REQUIRED BY IBC SECTION 1704.3.2 & 1704.3.3. bIt 0 � Z_ M �' Q N CN 0 ) m J Ill') �U' �" W Y X (D c� W ZLL Ua Z � N p M W rI� O N m v � N � °° Z`� N W =� W co N M � N N O U r vi 00.^ O r-.4 0 Pk/ W CIS Of EXPIRES FEB 2025 STRUCTURAL ONLY Project CORVUS#5 Project No. Drawn By RBE Date 05-15-2024 Sheet si 12%18" PLOT = 1/2 SCALE E 0 U U N N w Of rnnr r.i n n FLOOR PLYWOOD FLOOR JOIST EDGE NAILING NYIJAr]6VA0=rJr] O.C. EDGE NAIL. 8d @4"o.c. FLOOR PLYWOOD BLOCKING FLOOR JOISTS (PER -PLAN) , EDGE NAILING SHEARWALL PER PLAN A35 ® 12"o.c. SHEARWALL PARALLEL TO FLOOR J❑ISTS SHEARWALL PERPENDICULAR TO FLOOR J❑ISTS NT. SHEARWALL TO FLOOR ABV. N.T.S. 2x6 BLOCKING W/ 16D AT 6"OC EDGE NAILING x HANGER EACH TRUSS TO LEDGER PREMANUFACTURED ROOF TRUSSES PER PLAN ROOF DIAPHRAGM ROOF SHEATHING PER NAILING PER STRUCTURAL NOTES STRUCTURAL NOTES 8d 0 6" O.C. 20 BLOCKING, RBC ® 24"o.c. VENT BLOCKS AS REQ'D PER PLAN HANGER ' 2x8 LEDGER w/ (3)16d SIMPSON H1 @ 16"o.c. EA STUD EA. TRUSS POST CAP PLAN - POST OR WALL PER PLAN BEAM OR DBL. TOP PLATE TRUSS TO WALL & LEDGER TO WALL 2x8min. LEDGER 16"o.c. EA S' 6"o.c. TO 2X CONT. WALL SHE PER SCHEDULE 3/4"=1'-0" EDGE NAILING 2x6 BLOCKING W/ 16D AT 6"OC EDGE NAIL. 8d @ 4"o.c. EDGE NAILING END RAFTER EDGE NAILING A ZC7 r,l 9 C"o. C. _YWOOD SHT'G. is?�mr21:0yw21:awW11 E.N. @ (2) SIDE PLYWD. SHEARWALL J" PER PLAN EXT. SHEARWALL TO ROOF ABV. N.T.S. EDGE NAIL TO STUD STUDS H❑LD❑WN PER PLAN SIMPS❑N CS16 STf FILL ALL HOLES 8d NAILS MULTIPLE JOISTS BEND AROUND BEAM PER PLAN _'� STRAP HOLDOWN AT HDR 3/4"=1'-0" SEE PLANS FOR # OF HOLD—DOWNS REVISION Sep 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ■ co U o00 CY) Q N � 0 ) r v Lu 0 W w z LL N Z oo� CO W r I"� O N m `f a N �' °° Z O •� w uJ W _ � M N W co H ry � N r� PLO (q PLO a) co r— d `��aher2aQ, L 0f WASy/ eJ A?!G7STER�� ss�O,'VALL'NC� EXPIRES FEB 2025 STRUCTURAL ONLY Project CORVUS#5 Project No. Drawn By RBE Date 05-15-2024 S2 12%18" PLOT = 1/2 SCALE GENERAL STRUCTURAL NOTES OTCCI m 2. 3. 9 5. 6. 7. 8. (The following applies unless specifically indicated otherwise on the plans.) ALL MATERIALS & WORKMANSHIP, DESIGN, & CONSTRUCTION SHALL CONFIRM TO THE REQUIREMENTS OF THE DRAWING SPECIFICATIONS, THE INTERNATIONAL BUILDING CODE, 2021 EDITION. DESIGN CRITERIA ROOF LIVE LOAD (SNOW) 25 psf PHOTOVOLTAIC PANEL SYSTEM 4 psf or 175 Ib CONCENTRATED LOAD SPRINKLERS 1.5 psf (IF APPLICABLE) FLOOR LIVE LOAD (RESIDENTIAL) 40 psf FLOOR LIVE LOAD (DECK) 60 psf (1.5x AREA SERVED) HANDRAILS & GUARDS RAIL LINE LOAD: 50 psf RAIL CONCENTRATE LOAD: 200# STAIR & CORRIDOR LIVE LOAD 100 psf MECHANICAL UNITS WEIGHTS AS FURNISHED BY MFG. WIND 11Omph (BASIC WIND SPEED) EXPOSURE 'B' (RISK CATEGORY II) Kzt = 1.2 EARTHQUAKE SS=1.60 S11 =.57 (CLASS 'D') LIGHT FRAMED SHEAR WALL R=6.5 ALLOWABLE SOIL PRESSURE 2,000 psf PER SOILS REPORT SEE PLANS & COMPUTATIONS FOR ADDITIONAL LOADING CRITERIA PER I.B.C. SECTION 1605-1609. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION w/ ARCHITECTURAL DRAWINGS FOR BIDDING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS & CONDITIONS FOR COMPATIBILITY & SHALL NOTIFY THE ARCHITECT & STRUCTURAL ENGINEER, OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION TO ALLOW ARCHITECT & ENGINEER TO COMPLETE PROPER REVISIONS TO THE WORK. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED & IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 psf. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, & CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING (e) CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY & MUST BE FIELD VERIFIED. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING & SHORING FOR THE STRUCTURE & STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS & THE METHODS, TECHNIQUES, SEQUENCES & PROCEDURES REQUIRED TO PERFORM HIS WORK. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT & THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW & APPROVAL BY THE ARCHITECT & STRUCTURAL ENGINEER. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED, SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE & ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. SHOP DRAWINGS FOR STRUCTURAL STEEL, GLUED LAMINATED MEMBERS, OPEN WEB WOOD TRUSSES, & PLYWOOD WEB JOISTS SHALL BE SUBMITTED TO THE ARCHITECT & STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION OF THESE ITEMS. SHOP DRAWINGS REVIEW: DIMENSIONS & QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, & THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW & STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE & ONE COPY; REPRODUCIBLE WILL BE MARKED & RETURNED. SHOP DRAWINGS SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, THAT HE DEMONSTRATES HIS UNDERSTANDING BY INDICATING WHICH MATERIAL HE INTENDS TO FURNISH & INSTALL & BY DETAILING THE FABRICATION & INSTALLATION METHODS HE INTENDS TO USE. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS & THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS & SPECIFICATIONS SHALL CONTROL & SHALL BE FOLLOWED. GEOTECH N I CAL 12. FOUNDATION NOTES: SUB -GRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, & FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT JN23021 BY GEOTECH CONSULTANTS, INC DATED ON JAN 30, 2023.FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL or BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (or IN DETAILS) ARE MINIMUM & FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB & SOILS ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL & PROVIDE FOR SUBSURFACE DRAINAGE. STRUCTURAL FILL: AS APPLICABLE PER SITE CONDITIONS OR AS DIRECTED BY THE SOILS ENGINEER. FOLLOW ALL RECOMMENDATIONS & SPECIFICATIONS AS GIVEN PER THE SOILS REPORT. CONCRETE 13. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c= 2,500 psi & MIX SHALL CONTAIN NOT LESS THAN 5 1/2 SACKS OF CEMENT PER CUBIC YARD & NO MORE THAN 6 GALLONS OF WATER PER SACK OF CEMENT. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO I.B.C. THE AMOUNT SHALL BE 4% + 1 % BY VOLUME. f'c = 3,000 psi. 14. REINFORCING STEEL SHALL CONFORM TO ASTM A615, (INCLUDING SUPPLEMENT S1) GRADE 60, fy = 60,000 psi. EXCEPTION: COLUMN TIES, BEAM STIRRUPS, BARS TO BE FIELD BENT, BARS TO BE WELDED & ANY OTHER BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy = 40,000 psi REINFORCING COMPLYING WITH ASTM A706 (S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D1.4 ARE SUBMITTED. NO REINFORCING SHALL BE WET -SET UNLESS SPECIFICALLY SO DETAILED. WELDED WIRE MESH SHALL CONFORM TO ASTM A-185. 15. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS & BENDS) IN ACCORDANCE WITH ACI 318-19. LAP ALL CONTINUOUS REINFORCEMENT 58 BAR DIAMETERS (2'-6" min.). PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS (2'-6" min.). LAP ADJACENT MATS OF WELDED WIRE FABRIC TWO SQUARES (min. OF 12") AT SIDES & ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 16. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS & OTHER UNFORMED SURFACES, EARTH FACE 3" FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER #6 BARS OR LARGER 2" #5 BARS OR SMALLER 1 1 /2" COLUMN TIES OR SPIRAL & BEAM STIRRUPS 1 1 /2" SLABS & WALLS (INTERIOR FACE) 3/4" CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS & DIMENSIONS OF DOOR & WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE & LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, & OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE & PRECAST. 17. NON -SHRINK GROUT (3,000psi MINIMUM STRENGTH) SHALL BE FURNISHED BY AN APPROVED MANUFACTURER & SHALL BE MIXED & PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURE'S PUBLISHED RECOMMENDATIONS. 18. STRUCTURAL STEEL DESIGN, FABRICATION, & ERECTION SHALL BE BASED ON ON THE A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, & ERECTION OF STRUCTURAL STEEL BUILDINGS", LATEST EDITION, PLUS ALL REFERENCES CODES. 19. STRUCTURAL WIDE FLANGE SHAPES TO CONFORM TO ASTM A992, Fy = 50 ks OTHER STRUCTURAL STEEL INCLUDING PLATES SHALL CONFORM TO ASTM A36, Fy = 36 ksi STEEL PIPE SHALL CONFORM TO ASTM A-53, TYPE E, OR S, GRADE B, Fy = 35 ksi STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, Fy = 46 ksm BOLTS SHALL CONFORM TO ASTM A307(CONNECTION BOLTS A325-N) EXPANSION SHALL BE "PARABOLT" or APPROVED EQUAL INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATION. EXPANSION BOLTS SHALL ALSO BE SIMPSON STRONG BOLT INSTALLED PER ICC-ESR REQUIREMENTS OR EQUAL. 20. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. & A.W.S. STANDARDS & SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PRE -QUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70XX ELETRODES & PER ASTM A706. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. STEEL FABRICATION GENERAL: ALL WELDING IS REQUIRED TO BE DONE BY A WABO CERTIFIED WELDER & HAVE SPECIAL INSPECTIONS BY WABO CERTIFIED INSPECTION AGENCY, OR BE DONE IN A WABO CERTIFIED FABRICATION SHOP. HAVE EITHER THE SPECIAL INSPECTION REPORT OR WABO FABRICATION SHOP CERTIFICATION AVAILABLE ON SITE FOR THE BUILDING INSPECTOR. 21. WELDING: 1) WELDING SHALL CONFIRM TO AWS D1.1 & VISUALLY CONFIRM TO AWS SECTION 6 & TABLE 6.1. FABRICATION/ERECTION INSPECTIONS BY THE CONTRACTOR PER AWS D1.1 SECTION 6, SHALL BE BY ASSOCIATE/CERTIFIED INSPECTORS (AWI/CWI) PER AWS QC1 OR AWS B5.1. SPECIAL INSPECTIONS (VERIFICATION INSPECTIONS SHALL BE BY A CERTIFIED WELDING INSPECTOR (WI) OR SENIOR WELDING INSPECTOR (SWI) PER AWS B5.1 2) WELDERS SHALL BE QUALIFIED FOR THE SPECIFIC PRE -QUALIFIED JOINTS REQUIRED BY THE DESIGN & CERTIFIED IN ACCORDANCE WITH WABO REQUIREMENTS. 3) WELDING SHALL BE DONE IN ACCORDANCE WITH APPROPRIATE WELD PROCEDURE SPECIFICATIONS (WPS's). WELDERS SHALL BE FAMILIAR WITH THE APPLICABLE WPS's. 4) WELDING SHALL BE DONE WITH AWS PRE -QUALIFIED WELDING PROCESSES UNLESS OTHERWISE APPROVED. 5) WELDER QUALIFICATIONS & WPS's SHALL BE MAINTAINED AT THE SITE OF THE WORK & SHALL BE READILY AVAILABLE FOR INSPECTION UPON REQUEST, BOTH IN THE SHOP & IN THE FIELD. 6) USE E70 OR E71 T, 70ksi STRENGTH ELECTRODES APPROPRIATE FOR THE PROCESS SELECTED. 22. FABRICATION: 1) CONFORM TO AISC 303, SECTION 8 & AISC 360 SECTION M2 & M5. 2) STRUCTURAL WELDING & QUALIFICATIONS SHALL CONFORM TO THE AWS D1.1 23. VERIFICATION INSPECTION: 1) STRUCTURAL WELDING INSPECTIONS & QUALIFICATIONS SHALL CONFIRM TO THE AWS D1.1. SEE WELDING NOTES & SPECIAL INSPECTIONS FOR STRUCTURAL STEEL. 2) SPECIAL INSPECTOR SHALL REVIEW THE PROCEDURES FOR COMPLETENESS & ADEQUACY RELATIVE TO THE CODE & THE WORK. FURTHER SHOP SPECIAL INSPECTIONS MAY BE WAIVED IF THE FABRICATOR IS "AISC CERTIFIED" OR OTHERWISE "APPROVED" BY THE AUTHORITY HAVING JURISDICTION PER IBC SECTION 1704.2.2 SEE SPECIAL INSPECTIONS FOR STRUCTURAL STEEL. 24. ERECTION: 1) CONFIRM TO AISC 303, SECTION 7 "ERECTION", SECTION 8 "QUALITY ASSURANCE." & AISC 360, SECTION M4. 2) THE ERECTOR SHALL MAINTAIN DETAILED FABRICATION & ERECTION QUALITY CONTROL PROCEDURES THAT ENSURE THAT THE WORK IS PERFORMED IN ACCORDANCE WITH AISC 360 SECTION M, AISC 303, & THE CONTRACT DOCUMENTS. 3) STEEL WORK SHALL BE CARRIED UP TRUE & PLUMB WITHIN THE LIMITS DEFINED IN AISC 303, SECTION 7.13. 4) STRUCTURAL WELDING TO CONFORM TO THE AWS D1.1 & APPLICABLE WELDING NOTES ABOVE. 5) SPECIAL INSPECTOR SHALL INSPECT THE STEEL FRAMING TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE CONTRACT DOCUMENTS INCLUDING MEMBER SIZE, LOCATION, BRACING & THE APPLICATION OF PROPER JOINT DETAILS AT EACH CONNECTION. 25. BRACING & SAFETY PROTECTION: THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING & SAFETY PROTECTION REQUIRED BY AISC 360 SECTION M4.2 & AISC 303 SECTION 7010 & 7.11. 26. PROTECTIVE COATING REQUIREMENTS: 1) SHOP PAINTING: CONFORM TO AISC 360 SECTION M3 & AISC 303 SECTION 6.5 UNLESS A MULTI -COAT SYSTEM IS REQUIRED PER THE PROJECT SPECIFICATIONS. 2) INTERIOR STEEL: a. UNLESS NOTED OTHERWISE, DO NOT PAINT STEEL SURFACES TO BE, 1. WELDED; IF AREA REQUIRES PAINTING, DO NOT PAINT UNTIL AFTER WELD INSPECTION & NON-DESTRUCTIVE TESTING REQUIREMENTS, IF ANY, ARE SATISFIED. b. INTERIOR STEEL, EXPOSED TO VIEW, SHALL BE PAINTED WITH ONE COAT OF SHOP PRIMER UNLESS OTHERWISE INDICATED IN THE PROJECT SPECIFICATIONS. FIELD TOUCH-UPS TO MATCH THE FINISH COAT OR AS OTHERWISE INDICATED IN THE PROJECT SPECIFICATIONS. WOOD 27. FRAMING LUMBER SHALL BE KILN DRIED OR MC-15 (MC-192), & GRADED & MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16 (172), LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2x MEMBERS) HEM -FIR #2 BEAMS & STRINGERS DOUGLAS FIR #1 POSTS & TIMBERS DOUGLAS FIR #1 STUDS, PLATES & MISC. LIGHT FRAMING DOUGLAS FIR or HIM -FIR STAND. GRADE TOP & BOTTOM PLATES @ BEARING & SHEAR WALLS DOUGLAS FIR #2 or CONST. GRADE BOLTED STUDS, LEDGERS & PLATES HEM -FIR #2 or CONST. GRADE 2 2x6 STUDS HEM -FIR #2 or HEM -FIR CONST. GRADE 2 28. GLUE -LAMINATED MEMBERS SHALL BEAR AN AITC IDENTIFICATION MARK & SHALL BE ACCOMPANIED BY AN AITC CERTIFICATION OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb= 2,400 psi, Fv = 240 psi. ALL CONT. & CANTILEVER BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb = 2,400 psi, Fv = 240 psi. 29. LAMINATED VENEER LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH ICC ES ESR-1387. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE WESTERN SPECIES, GRADE 1.8E, Fb = 2,600 psi, Fv = 285 psi. 30. LAMINATED STRAND LUMBER (TIMBERSTRAND LSL) SHALL BE FABRICATED IN CONFORMANCE WITH CODE EVALUATION ICC ES ESR-1387. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE WESTERN SPECIES, GRADE 1.55E, Fb = 2,325 psi, Fv = 310 psi. 31. PARALLEL STRAND LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH ICC-ES ESR-1387. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE DOUGLAS FIR, GRADE 2.OE, Fb = 2,900 psi, Fv = 290 psi 32. [DEFERRED SUBMITTAL] PREFABRICATED OPEN WEB WOOD TRUSSES (or COMBINATION WOOD & METAL) SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS & CONDITIONS SHOWN ON THE PLANS & SHALL BE FURNISHED & INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRACING, BRIDGING, BLOCKING, PRE -NOTCHED PLATES ETC., SHALL BE DETAILED & FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS & DESIGN CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS) TO THE ARCHITECT & THE STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BEAR THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PERMANENT & TEMPORARY BRIDGING & BRACING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. 33. PLYWOOD SHEATHING SHALL BE GRADE C-D EXTERIOR GLUE or STRUCTURAL II, EXTERIOR GLUE ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE 1 RATING & PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX & NAILING REQUIREMENTS. STRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. 34. ALL WOOD PLATES & BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN A.W.P.A. APPROVED PRESERVATIVE. PROVIDE 2-LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., & CONCRETE OR MASONRY. 35. TIMBER CONNECTORS CALLED OUT BY LETTERS & NUMBERS SHALL BE BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL or GREATER LOAD CAPACITIES. PROVIDE NUMBER & SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTORS STRAPS CONNECT TWO MEMBERS, PLACE HALF OF THE NAILS or BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS & NUTS OF ALL BOLTS & LAG SCREWS BEARING ON WOOD UNLESS NOTED OTHERWISE. ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED & DRIED & THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS. ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS. ALL TRIPLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS. TJI JOIST HANGERS PER MANUFACTURER TJI SHOP DRAWINGS (U.N.O.) 36. PROTECTION OF CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD ALL BOLTS NAILS JOIST HANGERS & ANY OTHER CONNECTORS SHALL BE HOT DIPPED GALVANIZED FASTENERS RECOMMENDED TO CONFORM WITH ASTM STANDARD A-153 & HOT DIPPED GALVANIZED CONNECTORS SHOULD CONFORM TO ASTM A165, CLASS G-183. STAINLESS STEEL FASTENERS & CONNECTORS SHOULD BE TYPE 304 OF 316 SIMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIREMENTS ARE ZMAX 9158 (HOT DIPPED GALVANIZED) & SST3000 (STAINLESS STEEL). 37. ALL WOOD FRAMING DETAILS - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS. A. MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE 2304.10.1 OF THE INTERNATIONAL BUILDING CODE. B. AT SAWN TIMBER JOIST AREAS: PROVIDE CROSS -BRIDGING @ 8'-0"o.c. max. SPACING & SOLID BLOCKING AT BEARING POINTS. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS. PROVIDE DOUBLE JOISTS EACH SIDE OF OPENINGS UNLESS DETAILED OTHERWISE. C. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS THAT EXTEND MORE THAN HALF THE JOIST LENGTH & DOUBLE JOIST HEADERS & DOUBLE JOISTS EACH SIDE OF ALL OPENINGS IN FLOORS & ROOFS UNLESS DETAILED OTHERWISE. COORDINATE SIZE & LOCATION OF ALL OPENINGS WITH ARCHITECTURAL & MECHANICAL DRAWINGS. D. PROVIDE TWO 2x10 HEADERS OVER & DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD BEARING WALLS NOT DETAILED OTHERWISE. E. PROVIDE SOLID BLOCKING FOR WOOD COLUMNS & MULTIPLE STUD POSTS THROUGH FLOORS TO SUPPORTS BELOW. F. PROVIDE CONTINUOUS SOLID BLOCKING AT MID OF ALL STUDS OVER 10' IN HEIGHT. G. TOENAIL JOISTS TO SUPPORTS WITH 2-16d NAILS. ATTACH ALL BEAMS AT THE ROOF EXCEEDING 8'-0" IN LENGTH TO SUPPORTS WITH ST22 STRAP EACH END. H. ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH "U" SERIES METAL JOIST HANGERS TO SUIT THE JOIST SIZE. I. WALL FRAMING ALL STUD WALL SHOWN & NOT OTHERWISE NOTED SHALL BE 2x4 STUDS @ 16"o.c. AT INTERIOR WALLS & 2x6 STUDS @ 16" o.c. AT EXTERIOR WALLS. J. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS, & OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY OR EQUIVALENT DEVICES BY OTHER MANUFACTURES MAY BE SUBSTITUTED. PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL LOAD CAPACITIES. K. INDIVIDUAL MEMBERS OF BUILT-UP POSTS & BEAMS SHALL EACH BE ATTACHED WITH 16d NAILS @ 6"o.c. STAGGERED. L. ALL WOOD STUDS WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS @ 6" o.c. STAGGERED UNLESS SHOWN OTHERWISE. M. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. N. PLYWOOD ROOF SHEATHING & FLOOR SHEATHING UNLESS OTHERWISE NOTED ON PLANS SHALL BE LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS & NAILED WITH 8d NAILS @ 6" o.c. TO FRAMED PANEL EDGES & OVER STUD WALLS SHOWN ON PLANS & @ 12"o.c. (10"o.c. AT FLOORS TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED EDGE CLIPS @ 16"o.c. AT UNBLOCKED ROOF SHEATHING EDGES. PROVIDE SOLD BLOCKING AT LINES OF SUPPORT AT FLOORS. TOENAIL BLOCKING TO SUPPORTS WITH 16d NAILS @ 12"o.c. UNLESS OTHERWISE NOTED IN THE SHEAR WALL SCHEDULE. 0. PLYWOOD WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES. P. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 6"o.c. STAGGERED or BOLTED TO CONCRETE WITH 5/8" DIA. ANCHOR BOLTS @ 4'-0"o.c. UNLESS SHOWN OTHERWISE. Q. PLYWOOD NAILING: (USE UNLESS GREATER NAILING IS DETAILED OR SPECIFIED) 8d @ 6"o.c. AT SHEET EDGES 8d @ 12"o.c. AT INTERMEDIATE BEARING POINTS R. 1. PROVIDE ABU POST BASE @ ISOLATED POSTS TO CONCRETE CONNECTION 2. PROVIDE (2)A35 CLIPS @ TOP & BOTTOM OF ALL POST TO OTHER FRAMING MEMBERS 3. PROVIDE AC or ACE POST CAP @ ISOLATED POSTS TO BEAM CONNECTIONS 4. PROVIDE MIN. (2)A35 CLIPS @ POST TO BEAM CONNECTION (U.N.O.) 5. PROVIDE (2)CS16 x 30" AT ALL CUT DOUBLE TOP PLATES, TYPICAL. S. PROVIDE (2)CS16 x 36" AT ALL CUT DOUBLE TOP PLATE, TYP. T. ANCHORAGE: EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2508. MINIMUM BASE MATERIAL TEMPERATURE IS 507. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDDED BAR TYPE & DIMENSIONS, LOCATION, ADHESIVE IDENTIFICATION & EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT & ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL & OVERHEAD INSTALLATIONS. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "AT-XP" AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH IAMPO REPORT NO. ER-0281. MINIMUM BASE MATERIAL TEMPERATURE IS 147. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDDED BAR TYPE & DIMENSIONS, LOCATIONS, ADHESIVE IDENTIFICATIONS & EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT, & ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL & OVERHEAD INSTALLATIONS. REVISION Sep 06 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT UM o� ao z � Q N _ N U)0 c L cu L0 J W X (D c� Wz IL V L N z ooa' _ M w (D O N m `f 0-N � U) 00 z a) W o � _ �w mM a� 1..1N..1 M � ~ L.L N O U vi L' (D ��aherl voF WARly e/j z C• EXPIRES FEB 2025 STRUCTURAL ONLY Project Project No. Drawn By Date 01-28-2024 Sheet S3 12"x18" PLOT = 1 /2 SCALE