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SEE REV1 APPROVED FIR BLD RESUB 2-BLD2022-1035+Architectural_Plan+8.1.2023_1.57.29_PM+3700895ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED r ANS MUST B E JOB SITE Special inspection required for soils, structural fill, compaction, foundation bearing, S.O.G. prep, and excavation. Separate Plumbing permit required. HARDIE 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. City Of Edmonds Building Department .................................... Work NEW SFR i............................................................................................................ E Address:19128 94TH AVE W Owner LANDSVERK QUALITY HOMES INC- ........ 0'872472023 .................................................. : Approved Date Building Official, ...........................................................: Permit Number BLD2022-1035 Approved D F M CMr%s Uuvt South County Fire Date: 08/25/2023 08-25-2023 V3 RESIGN PLAN REVIEW NOTES: APPROVED WITH CONDITION: A RESIDENTIAL SPRINKLER SYSTEM IS REQUIRED. A RECOMMENDED FLOW -THROUGH DESIGN WILL MEET SPECIFICATIONS AND REDUCE EQUIPMENT AND CONTINUAING MAINTENANCE REQUIRMENTS. PROVIDE A MINIMUM COMBINATION WATER SERVICE OF ONE INCH (1 ") METER AND ONE AND ONE HALF (1 1/2") SERVICE LINE OR SHOW THAT THE DOMESTIC AND FIRE PROTECTIONS NEEDS CAN BE MET WITH A SMALLER SERVICE. DFM BURT HARDIE PANEL SIDING 4x 4 TRIM BAND @ BOTTOM OF WINDOWS. WRAP AROUND CORNER PRE -FINISHED ACCENT SIDING @ FRONT DOOR WALL 6'-1" x 1' 11" 6'-1' x 1' 11" 3'-3" x 4'-5" 3'-0' x 1' S" 2' 7" x 4' S" 3'0" x xo/ r/ r� r/ r/ r1 ,01 00/ �1 01 TYPE 15 FELT UNDER VALLEY TYPICAL THROUGHOUT EXPOSED BEAM, RAFTERS & /l COLUMN OF FRONT PORCH S.G. / \ S.G. S.G. S.G. S.G. SAF. GL. STEP FLASHING PER R703.8TYPICAL @ ALL ROOF TO WALL INTERFACES _TYPICAL LAP SIDING ON'WALL' OF BUILT UP OVERHANG. TYPICAL THROUGHOUT / NO WINDOW OR DOOR TRIM. SIDING BUTTS &CAULKS TO -0,i -0 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 "L" FLASHING @EDGE, OF DOOR. TYPICAL STONE VENEER TO CAP @ DOWNSPOUT FROM BOTTOM OF WINDOWS. STOP FRONT PORCH ROOF STONE IN LINE W/BM ABV — — — — — — — FRnNT FINATInN VAIPW' -n" HOME TO BE EQUIPPED 2'-T x 1'-5" 4'-0"x 1' S" 4'-2" x 1'.5" 4'-2" x 1'-5" 44 x 1'-5" T-6" x 1'-5" 2'_0" x7'-6" 7-5" x4'-0" VINYL SASH INSUL. GLASS TYPICAL okl SAF. GL. SAF. GL, SAF. GL. SAF. GL. FIREPLACE 'B'VENT SAF. GL. LSAF. 'T' FLASHING @ ALL SIDING TRANSITIONS. TYPICAL THROUGOUT RETAINING WALL PER SITE PLAN APPROVED ADDRESS TO BE PLAINLY LEGIBLE & VISIBLE FROM THE STREET. NUMBERS IN CONTRAST TO BACKGROUND. MIN. 4" HIGH &Y2" THICK STROKE SAF. GL. STEEL SHADE TRELLIS. HARDIE PANEL SIDING AROUND WINDOW SAF. GL. ' f SAF. GL. Xx4TRIM BAND @ / BOTTOM OF BM 4'-2"x 1'-5" 4'-2"x 1'-5" 4'-0"x 1'-5" 2'-0" x 15" 2'0"xT6 WITH 13D FIRE SPRINKLER SYSTEM 7' 8" x 1'-5" \\ \� \` \\ SAF. GL. SAF. GL. SAF. GL. r/ rf rf I �f rf rf rl I r1 r1� SAF. GL. SAF. GL. TYPICAL LAP SIDING 3 PRE -FINISHED, INSIDE WALLS OF ACCENT SIDING COVERED PORCH REAR ELEVATION SCALE:4" = V-0" J-BATH #2 VENT 13 z = SAF. GL. p.T'x 1'.5" SAF. GL, SAF. GL. SAF. GL. SAF. GL. \\_'T' FLASHING @ SIDING TRANSITION. ALIGN W/EDGES OF UPPER & LOWER PORCHES TYPICAL LAP SIDING ON'WALL' OF BUILT UP OVERHANG. 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 RESUB Aug 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS nATF- DATE 7-25-22 DRAWN JCR REVISION 3-3-23 REVISION - REVISION BY: CITY ENGINEERING DIVISION HARDIE PANEL SIDING ABV TRIM BAND. ALIGN SEAM @ T&G CAR DECKING OVER TOP OF WINDOW /RAFTERS 1 6'-6"x V-0" 3' 0" x 6' 0" 3'-0" x 6-0" 3'-0" x 6-0" 9x I 6'0" I r I I I I ......... .... . GARAGE WALL IN FOREGROUND %x3 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 DT L SCALE: "=1'-O" RIGHT SIDE WALL EXPOSED BEAM, RAFTERS & COLUMN OF FRONT PORCH HARDIE PAN ABV TI %x3 TRIM BAI W/CAP OF STON ON FR( PRE-FINISHE SIDING BLW TI FROM LEFT SIDE WA MAX ALLOWED HT. - 258.80' MAX ALLOWED HT. - 258.80' Q o o w 00 � rn Q Q S z00 z ON O rn n/ w DATE 7-25-22 DRAWN JCR REVISION 3-3-23 REVISION - REVISION I I I I I I I I I I I m 15576 ob N s2202002 S FIB. A �0 � 27 �V F �rsttia� ,�kr RE IEWED ACCORDING TO THE - DOCUMENTS STATED HERE: -CakulaWns Dated U25=2 Revised StnwAml Plans dated 31N23 SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION RETAINING WALL DESIGN FOUNDATION PLAN SCALE: 4" = V-0" RESUB Aug 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION m CD 00 Gn c V U_ L-1:� N W Q Q = 2 Q0 LLJ L r' W m w w � Y v J �QW N W z O O O O V w 00 Q Q S � cn z00 z O N O 0 r1o" w R E25-22 3-23 2.0 FOUNDATION STEP LOCATION & HEIGHT MAY CHANGE TO DO SITE CONDITIONS. VERIFY FINISHED - GRADES WITH SITE SUPERINTENDANT I I I CONNECTTOSIDE T SEWER PER SITE PLAN LINE OF SECOND FLOOR STEM WALLS. SEE PAGE 2.2 FOUNDATION STEP LOCATION & HEIGHT MAY CHANGE TO DO SITE - CONDITIONS. VERIFY FINISHED GRADES WITH SITE SUPERINTENDANT 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 NAILING TO BE INSPECTED BEFORE COVERING 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. PER ENERGY CREDIT 1.3 - INSULATE UNDER ENTIRE SLAB 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. m 15576 l" h a s2202002 �� ut 'Asyi V A v z A O'c �FCl5TFQ'� t'�v FPS JO NAL REYIEWTD ACCORDING TO THE DOCUMENTS STATED H W: Calculations Dated 7125t2022 Revised Structural Plans dated 313123 SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION FIRST FLOOR FOUNDATION FOUNDATION PLAN SCALE: V-0" RESUB Aug 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION M O 00 M (V J Q�� 2 �LN �./ Mw w N � w z 0 0 DATE 7-25-22 DRAWN JCR REVISION 3-3-23 REVISION REVISION - E1 1 FOUNDATION STEP LOCATION & HEIGHT MAY CHANGE TO DO SITE CONDITIONS. VERIFY FINISHED - GRADES WITH SITE SUPERINTENDANT LOCATE @ STEM WALL STEP FOUNDATION STEP LOCATION & HEIGHT MAY CHANGE TO DO SITE CONDITIONS. VERIFY FINISHED GRADES WITH SITE SUPERINTENDANT 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. ffis 15576 Job s2202002 S AsA.S It A Z A :7 F �rsttia�. ,�kr �s/0 N A L �•a RE1N1EAED ACCORDING TO THE - DOCUMENTS STATED HERE: -CakulaWns Dated 70=2 Revised StnwAml Plans dated 3tN23 SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION SECOND FLOOR FOUNDATION FOUNDATION PLAN SCALE: V-0" RES U B Aug 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 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 Q o o V w 00 rn Q Q z00 z ON O rn n/ w DATE 7-25-22 DRAWN JCR REVISION 3-3-23 REVISION - REVISION - E2 1 CD co o� J = a� ZDo of 0 v N GUEST BEDROOM C1 inni V WALL ABV TO 3RD FLR r1 n rl n r` 1 I r` 0 r1 1 I r`T I N l r` T1 r T A I I SCALE: %" = V-0" 67'-9" 16-0" 0 12" o DB FINISHED 30" SINK 30" SINK END PANEL 1" SPACER 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 0 N SCALE: V-0" TOP OF ALL WINDOW ROUGH OPENINGS @ 8'-0Y4" UNLESS NOTED OTHERWISE 31'-0" 12'-0" 24'-9" 23'-0" 8'-0" 10'-7," 14'-1Y2" A CONCRETE PATIO SINGLE 3x4 PLATE BTWN 9•1 WINDOWS 4'-0" 2%z'; , `1 4'-0" SAF. GL. SAF GL. SAF. GL. 4° 76 TA 4° 76 TA 4° 76 TA STRUCT. RIM ABV. NO HDR REQ'D II �� II SINGLE 3x4 STUD BTWN WINDOWS.- TYP. THROUGHOUT 2x4 FURRING WALL ON 2x6 BASE PLATE. KEEP TOP OF WALL LEVEL FULL WIDTH OF ROOM. WALL CAP PER SPECS II GAME ROOM � II I I 6x6 w/ EPCZ @TOP HEAT PUMP CL'G (2) #A35 @ BTM MOUNT HEAD UNIT II DROPPED 5 Y2 x 16 Y2 V4 GLB (1-1) CONT. II I I 11'-6" II 23'-0" 4'-0" 2'42" BALLOON FRAME TOP WINDOW TO MATCH B STUDS TO 2ND WINDOW HT. 2ND FLR 9'2 FLOOR TOP PLATE SAF. GL. DIN 3 RISERS SAF. GL. 5°6° PIC1-0 fr TA o � 5°6° PIC @ EA. N 3 76 SH 6x6 FLAT 2-2x6 UNDER BOT. WIN 6x6 w� 5 % x 12 GLB (15) DROPPED 00 HDR A35 TO POST. TOP/BOT, EA. END #LCE @ TOP o (2) #A35 BTM COVERED PORCH N ae UP 16 RISERS LL`-_ = a 00 - CONCRETE SLAB <' C q N M w 6 -0 VANITY 4 2 3-10 wc� M 0 2x6 WALL FOR PLUMB. WASTE STACK FROM ABV o 6x6 w/ u #EPCZ @ TOP Z-ZXD 00 11' 6" or "' - 28 0 m = m 6X8 W/ #CCQ @ TOP 6 *ABU @ BTM 0 33'-3" V — STORAGE 0 28 ) 10'-1" �pz 6 6'-011 2'-0" 3'-011 o a 4 1 2 M 3 -3/ SAF. L. _X " BATH #3 DIN 6%" 6°80SLGLDR 3076SH Y' 2-26 I I 4x8IHDR (1-6) HDR ®50 I I z HEAT PUMP HEAD I I ¢ M UNIT ON UPPER WALL 2Y 3'-0" HDR ALL HEADERS THROUGHOUT ARE 48 DF#2 UNLESS NOTED OTHERWISE 6'-6" � SAF. GL. I SAF. GL. I`n 1-0 076 SH 3°76 SH O 4x8 7 2x4 FURRING WALL ON 2x6 BASE PLATE. - WALL CAP PER SPECS GUEST BEDROOM o SITTING RM o � 24 ®50 OP 24�2' ti 2-2x4 V\/INIF (_FI I AR m 6x6 10'-3" O�, HEAT PUMP HEAD UNIT ON UPPER WALL FLAT CL'G @ BOT. OF DROP BM 26 FOR HRV DUCTING. SEE DTL THIS u? .� SA �n PAGE FOR DROP CL' G LOCATIONS SA CO 7'_9,�� 3 7t� 1 28 61_911 8'-0" 8' 6" 28 rn _— — — — — — — — — 50BP 50BP 7'-9" WET BAR CONT. 3y x liY4 LSL (1-4) DROPPED \ 3-2x4 — 3 2x4 WARDROBE 2-2x4 3 2x4, o /� 16"LINEN-STORAGE ` ----— — — — — — — ROD-SHLF LOCATION OF 21ND HRV IF NEEDED. PLUMB. WASTE STACK B 16 DEEP SHLVS DROP THRU CRAWL SPACE 9 2 FROM 2ND FLOOR ABV UNVENTED CRAWL SPACE RAT SLAB 34'-6" I I I I I I I I I 9" DEEP FLOATING SHELF 9" DEEP FLOATING SHELF 11 6 -0 00 00 1-1 � o 0 0 B0 0 00 N WET BAR DTL SCALE: 8" = V-0" ��� 15576 "n s2202002 ut AS y' V A v z A �FCISTFQ� FPSZONAL REYIEWTD ACL'ORDING TO THE DOCUMENTS STATED H W: Calculations Dated 7125t2022 Revised Structural Plans dated 313123 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 14" 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 C 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 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 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. RESUB Aug 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS nATF- M CD O 00 m (V J Q�� 2 LnLN �./ Mw w I Q w N w z 0 0 Q o (� o 00 rn Q Q z00 z N O O 0� rn � LL Lu DATE 7-25-22 DRAWN JCR REVISION 3-3-23 REVISION - REVISION BY: CITY ENGINEERING DIVISION 23'-5%" 3yx 14 LSL (1-11) FLUSH RIM w y J acl- z Zo a II II =� II 24" O.C. 24" , 12" 16" , 16/2" T I II II j II II II r I I w= II II II II II III III II II ` 4�jl II II II II II II II 1 II II II II II II II II II 0 II II II II II II II II � J II �N �o III 33'-3" 67'-9" 7'-1" L 12'-5%" BR'G WALLS FOR DJUSTJOISTSPACING FLOORJOISTS FOR PLUMBING ABV SHADED FOR CLARITY 9.3 \\ II II II i mmY II \ II II 1 111 II II N\ --v- II�Q II II II Y I - - - - C5S� II II �� II II II I I I I I I L %� 3x 14 LSL (1-2) FLUSHII L Lr) 0 O r� / N N LU F= LIJ p�0 I w ZDo 11 II II II II M _Vcn n �— n Ln� II r II II II II I I� II���II �o I > O III Z N I 1 cl- V ca.I I LIJ a I "'� II II II II II � � i — � _ _ _ II L - -- ---1�--{{---��--LU L-- ----- \ }- - - --�- ----- ----- r-- --- IF -� - - - II _ rn­ � a CD a I I II II START TRUSS L.O. 24" O.C. THIS CORNER 24'-9" 19'-1" 5'-8" 7'-6" 16" 18" 4'-11" 1 JOISTS @ 19.2" O.C. THIS zQ za LOCATION ONLY T T — I I � I LL O II I I I I I I � N III INN{I I I cl- co N- INS I I II II II II II 1 0 II 4 = II I Y 4 zN I N F- _ I IIJINII I I I II II I II I I I I = I alb I-_ L I I III II I II II II xl I G oV 11 l I �Q�� d _C, JOca II II II II II��II II cl- cl- cn Q 3LU I �-- J II N II II II a 26 cn // - / PLUMBING TO RUN UNDER II II II II N o II II j/ IL �I N II�� II JOISTS IN CRAWL SPACE. DROP — ON CRAWL SIDE OF WALL -- � ¢ 00 / II ITS3.56/14 / - I I N I I I I I I I I I I HNGRTOSILL 2'-8Y2„ II II II / 1t @, II II � II II o / 00 Y w zo c �z n o = PLUMB. WASTE STACK DROP THRU CRAWL SPACE FROM 3RD FLOOR ABV 12'-6" 2'-0" 34'-6" I B 9.2 I I I I I ADJUST JOIST SPACING FOR PLUMBING ABV M 0 O N op N 0 Bo ADJUSTJOIST SPACING FOR PLUMBING ABV 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 ��� 15576 Job s2202002 S F4. A.S A R27 F �rsttia�. ,�kr NAL REti1EAED A(VORDING TO THE - DOCUMENTS STATED HERE: -Calculations Dated 70=2 Revised StnwAml Plans dated 3tN23 SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION SECOND FLOOR FRAMING PLAN SCALE: X" = V-0" RESUB Aug 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATF- M O 00 M (V J Q�� J = Qor Lr) I� 2 �LN �./ Mw w N � w z 0 0 DATE 7-25-22 DRAWN JCR REVISION 3-3-23 REVISION - REVISION - BY: CITY ENGINEERING DIVISION 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 oo DUCTING UP INTO I I JOIST BAYS TO GET OVER DROP BM ETURNI I BATH #2 LAUNDRY FINISHED I DD WAI I I I END PANEL BEDROOM #3 DROP CL'G'& DUCTING DETAIL SCALE: X" = V-0" C r OUTDOOR UNIT OF DUCTLESS MINI -SPLIT PER SYSTEM #2 & ENERGY CREDIT 3.6 "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� OJ OJ -- L �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" 12'-3Y2" 3' 1%° 7'-7" 7'-10" 21'-8" 15'-3" SINGLE 3x4 PLATE BTWN 9'-7" 5'-8" WINDOWS. B TOP WINDOW TO MATCH 9 2 TOP OF WIN 2 3� A 9.1 i TOP OF WIN 3 -4/ TYP. WINDOW HT. THIS FLR 1 4 2 -5Y2 -10 2 -9 " 2/2 5 -0 2/2',2'-9" 5'-5%2" TOP OF WIN 2 2 3' 0" 6'-6" @ 7 -4/ SAF. GL. 8 0 @ 7'-4Y2 GL. 506° PIC So Ffi GL. So F� GL. LL UP N o n, 6°5 OX oAo. 2 5 SH N 5 6 PIC N N y 2-6°`CAS o o 5 6 PIC 26 CAS 3 7 SH 3 7 SH 48'6ABVLFIN.F FLOOR 5Y2 x 7y GLB HDR (2-9) O ROD SHLF HDR 6x6 4x8 HDR (2-16) % STR UCT. m RIM FBV. NO HDR REQ'D 3x4 TRIMMER w/ 5% x 7y LB HDR (2-12) I I WALK-IN ' I M z J ' (2) #A34 @TOP, M Y q I SHOWER = O a � DN 16 RISERS C (2) #A34 @ BTM, m > % TYP @ WINDOWLu I I WALK- I N WARDROBE `' 1I MASTER BEDROOM I I 4 _ I° o n z o SAFETY2 BEDROOM #2 i i i - � N GLAS i i PANELS; BATH #2 o I I OPEN RAILING o / 12" SHLVS UP 36 MIN. I© SA CL'G I I I I ® MOUNT HAD MASTER BATH HEAT PUMP HEAD ---- 6 26 2Ln UNIT ON UPPER WALL 26 24 0 �- © n SA O ,� ° ° - - - / - - - - - 2 _� Q ° 5 x 12 V4 GLB % 4' 2" 3' 8" 6' 9" 14' 11" 5'-OW 3' S%" 6'-9" `n o ' 2-26 (2-1) DROPPED ----- -x FD SA lv' 6x6 N �p I I FpF ppFN zn CO / 2-2x6 STUDS @ 16"oc = N 4 6 6 2� q8 V 10' 3�" 4' 3�" 0 16 LINEN a 2x6 WALL IN FRONT OF ' FLAT CL'G @ BOT. OF DROP BM M SA CO I OPEN TO 26 O I ABOVE g \ \ 2x4 BR'G WALL FOR DUCTING TO 3RD FLOOR ' ' ' 26 ROD SHLF / 26 o o FOR HRV DUCTING. SEE DTLTHIS 4° BP 6x6I i a, / 0 PAGE FOR DROP CL' G LOCATIONS - - - - - - - - - - - - - - - LINESET TO HEAD r - - - - - _ T SA $ ------°----------° OPEN RAILING UNIT FLR BLW N /r ,, ,///; ./,/,;%//%- 16 LINEN 2 U P 36" MIN. - 3Y2x11�LSL(2-3)DROP O _ N O - X BEDROOM #3 zQ J�� _ % I I N FLAT @ BOT. N N LINESET TO HEAD I - - - - I = ¢ cD w '% 4x8 HDR (2 2) o Q I I HRV DUCTINGTO LINESET TO HEAD OF DROP BM UNIT FLR BLW 24 I o MECH RM v N _ - - _ Xo� °--- / N ' "' FLR ABV. P. UNIT FLR BLW N �0 i ��O a N WALK-IN I 9 I I ILUI I 8 2 —� 0 i WARDROBE �,, = `" LL I I I Q I I LAUNDRY }�� o w OI I Io ; O I I I ICI I 26 �— J WALK-IN WALK-IN 23 �� I "' I I ao WARDROBE WARDROBE ROD-SHLF 6x6 2x6 WALL FOR I o %/.%,,;,/%///,� _ DRYER BOX +8' I a 2 2x6 STUDS @ 16 oc = O° ABV FLR. VENT UP -- o I X o ELEC CRAWLACCESS 2 O N CONTINUOUSLY RUNNING I ^' I _ z o ------ VENT WATER HEATER TO - - DOOR 0 HW HRV o L z m EXTERIOR PER MANUF. SPECS CFM TO SATISFY WHOLELU I HOUSE FAN REQUIREMENTS INTEGRATED HEAT ROD SHLF ROD SHLF PUMP WATER HEATER PER ENERGY CREDIT 5.5 12'-3Y2" 5 0" 51-8Y211 11'-9" N 22'-9" 34'-6" Ir 23'-0" 10'-3" PLUMB. WASTE STACK I I DROP THRU CRAWL SPACE 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" TD 0 L M N cn L, N OP N CD 0 0 v m 15576 Job # s2202002 iv A z A �cr FPS JO NAL REYIEWTD ACCORDING TO THE DOCUMENTS STATED H W: Calculations Dated 7125t2022 Revised Structural Plans dated 313123 SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION SECOND FLOOR PLAN SCALE: X" = V-0" 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 U 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 NOTTO BE USED FOR OTHER PURPOSES. HOME TO BE EQUIPPED WITH 13D FIRE RESUB SPRINKLER SYSTEM Aug 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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 13x 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 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. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION Q o o V w 00 � rn Q Q zCo z O (--AO rn 1r w DATE 7-25-22 DRAWN JCR REVISION 3-3-23 REVISION - REVISION I - m CD GENERAL NOTES � N OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF N w CLEAR OPENING TO BE 24"MIN. ABOVE FINISHED FLOOR. Q U EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE � � N MAY NOT PASS THRU OR WHERE FALL PROTECTION = U-) Lij DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 w w Y SAFETY GLASS & SKYLIGHTS PER IRC R308 J z O ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL 0 NAILING TO BE INSPECTED BEFORE COVERING START TRUSS L.O. 24" O.C. THIS CORNER CD CD67 -9 11 w °O o c� >mQNwwzJ�wzQYWpzQpV=>� \N-z QV= 3—'-0z_ 44'-9IIIII III IIIIIIIIIIII IIIIIIIIIIII IIIIIIIIIIII IIIIIIIIII IIIII2IIIIIH IIIIIIIIlIIIII IIIIIII IIIIIII IIIIII IIIIII IIIIIII IIIIIII IIIIIII �`MIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIIIIII IIIII IIFLIIIHLII IIII IIIII" I" _,- ,rT"IIIIIIIIIIIIIIIIIIIII �J xI-- �� �_ — IpmII =rn�I �II ,Ip_ /I I I I1IIIIII II I I II II II II II II I1II N I qIIIIIII 1�1IIII � 1/1 'I �>vpziQ�p= �� -IIIIIII --TIIIIII�III -- ' �--- �w 7 -25 - FINISHED BACK PANEL 6' 0Y2" FINISHED END CORBELS PROVIDED 12" FLUSH BAR n PANEL W/CABINETS n n II I JIB--- ♦ pp 0 a _ ♦ � - rn FINISHED b a r 1 M N END PANEL o I 30" B 30" B 1 D.W. 118" DB � o wI ll�1, ♦ ♦ ♦ ♦ 36"SINK ��ZD KITCHEN MMo,�-:4) o > N REFRIG. >0 00e, m =D ♦ ♦ ♦ ♦ M ♦ ♦ _N M ♦ - M 00 FINISHED 36" B 36" B 2711 FULL 39" FULL — — — — — — END PANEL MICRO DEPTH - SPACER am Zo ♦ z ----- (2) FLOATING N b o SHLVS. SEE DTL -- -- 4 a � m ♦ m Zo M M ♦ ♦ a SPACER N PREP. KIT. j RANGE VENT THRU SIDE WALL THIRD FLR CABINET PLANS 57 CABINET PULLS SCALE: °=V-0" 23'-0" 6x6 w/ #EPCZ @ TOP 16" co in "SPACER OPEN'G TO N PREP. KIT. _�,1"SPACER �O �nit� 9" DEEP FLOATING SHELF 00 1-1 9" DEEP FLOATING SHELF REFRIG. SPACE 6 -6 11 bo MICRO SHLF e 0 0 0 0 TOP OF ALL WINDOW ROUGH OPENINGS @ 8'-04" UNLESS NOTED OTHERWISE COFFEE BAR DTL SCALE: %" =1'-0" HDR ALL HEADERS THROUGHOUT ARE 48 DF#2 UNLESS NOTED OTHERWISE 67'-9" 44'-9" 20'-2" 1' 11" 2'-0" 4'-0" Y2° 4' 0" %' 4' 0" %2" A B #HUCQ61 HDR TOPOST 1 TOP OF WIN 9 2 6x6 w/ (2) #A35 @ BTM SAFETY GLASS RAILING UP 36" MIN. @ 7'-11%" (2)A 4 @TOP ABV HIGHEST FINISHEDSURFACE OF ® SAF. GL. SAF. GL. SAF. GL. SAF. GL. (2) �A 4 @ BTM SURFACE 4° 76 TA 4° 76 TA 4976 TA 4° 76 TA _ 5% x 16% GLB (3-2) DROPPED ----_---- ----- 2-2x6 „ Lp o 6x10 HDR #HUCQ612 ' #HUCQ610 HDR TO POST 3x4 TRIMMER w/ #A34 @ TOP #A34 @ BTM, END WALL ABV m o I = COVERED PORCH C (2) #A34 @ TOP TYP @ WINDOW FIREPLACE `^ z o J o a w _ CONCRETE SLAB OVER FRAMING. (2) #A34 @ BTM o CD m SLOPE %" PER 12" TO REAR 9.3 SWIVEL TV MOUNT M; I m X - a w - ABV FIREPLACE / o �ZDQ X III Q�w o �' �N T GREAT ROOM �o� Z w cn a�� 7 7Y 8'-0" 7 44 QCD w W 2 Y = TOP PLATE CONTINUOUS N T a a ^ Q- ABOVE OPENING / z o w LnI—� awe U J 9'-10" o � LLn o a m N RAISED CONCRETE GAS FIRE PIT `� Ll N Q Ol 18° 8° GARAGE DOOR A �, 'i��'��'���'�%' 2-2x6 ,;;;;;;,,; — � — — — — 5 % x 15 V4 GLB HDR (3-1) 'sco 1 74 5 0 5 0 5' 0 1' 7� %i 2'-6" 18'-3" 2'-3" (4) EVENLY SPACED 3" STEEL BOLLARDS UP 36" MIN. ACROSS o % BACK OF GARAGE TO PROTECT ZD n, GAS FIREPIT '% 2 CAR GARAGE OI N CONCRETE SLAB OVER FRAMING. SLOPE 4" PER 12" TO DOOR ROUGH -IN FOR ELECTRICAL VEHICLE 'CHARGING STATION PER ECDC 17.115 5 Y2 x 15 V4 GLB HDR (3-! 18°8°GARAGE DOOR 23'-0" � Z � M m i J � O HEAT X N `l HEAT PUMP CL'G MOUNT HEAD UNIT \ \ OPEN \� Rgl/liV up OPEN TO BELOW — — — — — — — — - - M ------ LU w N -------- o---------- z O 5 0 m p� C=7 END WALL ABV FIREPLACE m II II II II II o n FOYER LINESETTO HEAD_ UNITS THIS FLR. TYP. 0 22'-8" 2Y 4' 0" 44' 0" 12 4'-0" #HUCQ610 HDR TOP OF WIN #HUCQ610 HDR TO POST @ 7'-11Y" TO POST - SAF. GL. SAF. GL. SAF. GL. SAF. GL. 4° 76 TA 4° 76 TA 4° 76 TA 4° 76 TA 6x10 HDR 30 TRIMMER w/ 6x6 w/ 6x6 w/ #A34 @ TOP (2) #A34 @ TOP (2) #A34 @TOP *A34 @ BTM, (2) #A34 @ BTM (2) #A34 @ BTM TYP @WINDOW DINING AREA HEAT PUMP CL'G MOUNT HEAD UNIT 11'-6" 6'-0%" 12_'FLUSHEAT_BAR____— -- m i D.W. o X =o vz IIIT('uFNI ro MICRO COFFEE BAR w OPEN RAILING UP 36" MIN. � N o 3 U SA x ROOF DRAIN THRU 2x6 INT. WALL QJ� CO 26 HEAT PUMP HEAD_j a 4x8 HDR (3 7) O UNIT ON UPPER WALL MAX STEP. 26 26 I 74' 2°76 TA I ACTU L 24" STEP SAF. GL. ' TOP OF WINDOW TO m J MATCH DOOR Q' ; 1 11 11 11 ROUGH OPEN'G RANGE VENT THRU SIDE WALL x� REFRIG. 42"x 96" ROUGH OPEN'G. CASED 3'-6" ED? 2x4STUDS@REP. KIT. REFRIG. SPACE — LU 0 PWDR J 14 5 2 6 2 0 14 ' -. Xz N ';' - WALK-IN 00 % ____ © GUEST CLOSET GUEST 1� CI 0 ' > M DEN ?O ®50 I rjQ SHLVS UNDER SILL 3-2x6 6x6 HDR (3-8) co J m 6x6 w/ ; ;;, %,� „�% %,;y;;;,,; COVERED 11ORCH #PCZ @ TOP 3°3° PIC HDR (3-8) 3°3° PIC VAULTED L'G m TOP OF WINS #BC60 @ BTM_/ 2' 4" 2'-5" CONCRETE LAB N o @ 8' O" io OVER FRA ING. zn a No 6' 4" 5' 8" SLOPE 4" P R 12" I X x TO FRO T \"' 7 9.3 I - 48 HDR (3-5) �4 x 296° CAS 296° CAS 6x6 EXPOSED COLUMN. APT4 EA. SIDE TO BM �o ' ABU66 TO STEM WALL BLW. - 5GL 12" COLUMN INSTALLED AFTER zN< GLB EXPOSED EXPOSED SLAB POUR B KL 2' 9" �Y2" 9.2 7'-1Y2" 12'-0" 10'-0" 13'-9" 35'-0" 22'-9" 67'-9" 26 PKT J J WALK-IN z PANTRY z a a 16" PANTRY SHLVS 2x6 BRIG WALL 16" SHLVS WALK-IN J 24 STORAGE CLOSET N HDR 3°3° PIC 3'-0" 0 io 00 Un 0 v 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 61-8" 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 C 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 %I' 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 15576 l;,b a 52202002 �� ut -4syi V Al di v A z A �cr �'c �ForstF��` ta�v FPS/ONAL REYIEWTD AICC.'ORDING TO THE DOCUMENTS STATED H W: Calculations Dated 7125t2022 Revised Structural Plans dated 313123 SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION TOP - ENTRY FLOOR THIRD FLOOR PLAN V-0" SCALE: %" = 1578 SQ. FT. THIRD FLOOR 1764 SQ. FT. SECOND FLOOR 1359 SQ. FT. FIRST FLOOR HOME TO BE EQUIPPED 4701 SQ. FT. TOTAL LIVING WITH 13D FIRE 127 SQ. FT. FRONT PORCH SPRINKLER SYSTEM 276 SO. FT. REAR COVERED DECK 475 SQ. FT. TOTAL OUTDOOR LIVING 552 SQ. FT. GARAGE 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 1 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. RESUB Aug 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATF- m CD 0 00 M (V J Q�� J =Q� 2 � or m w w �:z cj J Q w N w z 0 0 DATE 7-25-22 DRAWN JCR REVISION 3-3-23 REVISION - REVISION - BY: CITY ENGINEERING DIVISION O TO rn 0 v N 17'-0' START TRUSS L.O. 24" O.C. THIS CORNER 67'-9" 33'-9" . 2'-0" 8'-0" 2'-0" 12'-0" 2'-0" 8'-0" 11 24" OVERHANG N SEE DETAILS & SECTION � ii li ii l BR'G WALLS FOR ROOF TRUSSES SHADED FOR CLARITY w U N 17'-0" i— r__ -- — -- — — I — -- — —1111 I II II II I II II II O II II II II II II II I II U I i II I II I II II II II II IIN�II II II II II � II II III I I -I -LU Ln Ln z o LnI I II II II I II o II II II wo I II II II if II II oQ 11 II _j U �J II II II II II III I I Ln zJ = II a �U Np I Ln = o" II II F @) F I Of F; -71 II II II II II II II II \Ik II II oll�l \ Q Ln o �I I ;; ��II II II II II II II II II II \\\II � Cr Ln LU LU LU I I � III II II II II II II II II II //II II Icoo�= I� ' _all II���II II II II IINm�II �If' II II 2 pew �J p I/ o0CO c 1-4 O Q LUz_ r ------ - -. z I w�Q LU �o� z� co II �w II II 1 II II IIp_ II II II II a I % oa CI_O I I _� co aLU M N Q I w I / Y ]C N N LLn n I L 1 Il I I NM I I w�� II II II I Ilp II II III,\ I o� of - — _ _ = N --- of LL I uS� N� II I I II II II II Q II II II I LU ' @) p- I N°E- II Ilww"II II II 0CD �M00II I_ --wall II II �� I I I z w� N Oo� ww_.. / O `n0 Ln I am I 0 /., I IzLU w I \ I Np $—II--4 4---II-4- �00 LU LLU o m LU Cl- Ln II II II I II II II II �_ �N \� Ln I I I II II II z� II II II % w I 0 o I II II II m o co IILU �= Q�J I a Q~ �n amp CO a1\ `���j I I �I o�w I o _ 0 II II ��II II II II II II II II II �� \\ LUoQ I Q� o� \ II II IlCD2,_ % j w = N w I w 4 it LU or SOLID BLK'G \ \ II II II II I - � a - BTWN RFTRS - iLU II II II II II II \� � I I II , II II II I II I Y I N"' II II it I 2x10EXPOSED RFTRS @ z I J ,I - - 24 O.C. 13/_12 PITCH w w - I a 5% x 12 GLB (3 6) BTM II II II II z FLUSH W/TRUSSES I Q — _ 'IL T�I U I — T— U T I I \ II II II��II w II II II_ III II II II II - I�t — L _4 — -L -A — �t — L _4 — -L �' — J� — — t� �t — �L �1 — �t — — - - _ � � � 24" OVERHANG a 1.75:12 -� I w z SEE DETAILS &SECTION A D 91F� N Ln LU o Ln 9.3Cl- -�-- L - - - 17'-0" 35'-0" QD z a� =N - - o= - N I - DBLRFTRS— J c� 18 OVERHANG 2x10EXPOSED RFTR B @ FACE OF WALL 10'-0" I I 24" OVERHANG cc SEE DETAILS & SECTION o �p U O = d U Ln 0 8'-6" A Ir O 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 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 m 15576 l" h a s2202002 v A z A �cr IV'c �F�rstF��` ta�v FPS JO N AL REYIEWTD ACCORDING TO THE DOCUMENTS STATED H W: Calculations Dated 7125t2022 Revised Structural Plans dated 313123 SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION ROOF FRAMING PLAN SCALE: X" = V-0" RESUB Aug 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION M O 00 M (V J Q�� 2 �LN Lr) LU �./ Mw w N � w z 0 0 DATE 7-25-22 DRAWN JCR REVISION 3-3-23 REVISION - REVISION 67'-9" 8.1 OVERFLOW DRAIN. SAME SIZE AS ROOF DRAIN LOCATED WITH THE INLET FLOW LINE 2" ABV LOWEST POINT OF ROOF. 3 TIMES THE SIZE OF ROOF DRAIN WITH MIN. 4" HT. INSTALLED IN ADJACENT PARAPET WALL 2" ABV LOWEST EMERGENCY OVERFLOW TO BE SAME POINT OF ROOF SIZE AS SCUPPER & IN LINE. SCUPPER INTEGRATED INTO RUBBER ROOFING. LOCATION PER ROOF PLAN I 3" MIN. ABS TIGHTLINE FROM SCUPPERS THRU ATTIC SPACE TO DRAIN LOCATION AS NOTED ON PLANS OVERFLOW CONNECTED TO TIGHTLINE IN PARAPET FRAMING. �OVERFLOW OUTLET TO BE IN SOFFIT BEHIND SIDING REVEAL. TRIM & DETAIL PER SPECS SCUPPER & DOWNSPOUT CONNECTED TO TIGHTLINE THRU ATTIC SPACE DRAIN & SCUPPER DTL SCALE: Y2" = V-0" 15576 # 52202002 S F1 Ot AS z� A�0 RF "- ��cc Ffs2� ti aL �� REN1EN111) ACCORDING TO THE DOCU'vfMS STATED HERE: -Calculations Dated 712511022 Revised Structural Plans dated 313.23 20PARAPET STUD - INTEGRATED INTO TRUSS - OVERHANG cV 2x4 BOTTOM CHORD OF TRUSS OVERHANG 6'-0" 24'-0" 6-0" 17, --1 12 12 r,- ---� SEE TYPICAL 1 112 1 SEE TYPICAL TRUSS OVERHANG I = - = I TRUSS OVERHANG DETAIL THIS PAGE I I N N I I DETAIL THIS PAGE I I L--- J L ---J GARAGE COVERED PORCH 24'-0" I- 12'-0" A 1 ROOF TRUSS SKETCH SCALE: Y4" = V-0" GABLE END TRUSS ONLY. FULLY SUPPORTED ON EXTERIOR WALL/BEAM 2x6 SUB -FASCIA 20 TOP PLATE OVER TRUSS PARAPET MEMBERS METAL FLASHING WALL CAP WITH DRIP EDGE OVER EA. EXTEND ROOFING PER SPECS UP FACE SIDE OF PARAPET STUDS TO TOP OF WALL. DRIP FLASHING OVERTOP EDGE` J 1x6 FASCIA 1x8 FASCIA 2x4 PARAPET STUD & SOFFIT MEMBERS INTEGRATED INTO TRUSSES LAP SIDING ON PARAPET WALL. MIN. REVEAL BLW SOFFIT DRYWALL SOFFIT PER SPECS 24" SOLID BLK'G BTWN TRUSSES EAVE OVERHANG FRAMING DTL SCALE: Y2"=V-0" SEE OVERHANG DTLS THIS PG EXTEND TOP CHORD & FOR BUILT UP FASCIA & SLOPE TO PARAPET STUD FRAMING DTLS FOR OVERHANG 2x POST @ BR'G WALL AS REQ'D BY TRUSS DESIGN 2x4 PARAPET STUD INTEGRATED INTO TRUSS - OVERHANG F_ M N N 24" 2x4 BOTTOM CHORD Ir OF TRUSS OVERHANG TYPICAL OVERHANG DTL. FRONT & REAR OF HOUSE TYPICAL TRUSS OVERHANG SCALE: %" = V-0" 2x6 SUB -FASCIA 2x4 TOP PLATE OF PARAPET STUDS EXTEND ROOFING PER SPECS UP FACE OF PARAPET STUDS TO TOP OF WALL: DRIP FLASHING OVERTOP EDGE H �.DI H METAL FLASHING WALL CAP WITH DRIP EDGE OVER EA. SIDE 1x6 FASCIA o ,l 1x8 FASCIA o w 2x4 PARAPET STUDS @ 24" O.C. N SECURED TO BLK'G @ GABLE END o a W/A35 OR EQ. LL 2x4 CONTINUOUS BLK'G @ GABLE END SECURED TO TRUSSES ROOF TRUSSES PER PLAN-/ 611 LAP SIDING ON PARAPET WALL. ROOF SURFACE HIPS DOWN TOWARD MIN. REVEAL BLW SOFFIT PARAPET @ GABLE END. RUBBER ROOF DRYWALL SOFFIT PER SPECS ROLLS UP PARAPET & DIRECTS FLOW TO EACH EAVE FIELD VERIFY TO MATCH ROOF TRUSSES GABLE END TRUSS FLATTOP 6" LOWER THAN RIDGE PER TRUSS DTLS GABLE OVERHANG FRAMING DTL SCALE: Y2"=V-0" EXTEND TOP CHORD & SLOPE TO PARAPET STUD 2x POST @ BR'G WALL AS `REQ'D BY TRUSS DESIGN EXTENDED TRUSS OVERHANG SCALE: Y2" = V-0" 10'-6" 24'-0" F_ - , 12 SEE EXTENDED TRUSS OVERHANG _ DETAIL THIS PAGE I 0 L--- J J J Q CLOSET QD PANTRY PREP. KIT. KITCHEN m NON-BR'G INTERIOR WALL. TYPICAL THROUGHOUT UNLESS NOTED 35'-0" 40'-6" E1 ROOF TRUSS SKETCH GABLE END TRUSS ONLY. FULLY SUPPORTED ON EXTERIOR WALL DINING AREA SCALE: Y4" = V-0" 6'-0" --- -, SEE TYPICAL I I TRUSS OVERHANG I DETAIL THIS PAGE I I N I L--- J SEE TYPICAL I I TRUSS OVERHANG I DETAIL THIS PAGE I I N L--- J 18'-0" 12 Y m INTERMEDIATE BR'G @ GARAGE REAR GARAGE WALL - 24'-0" OA ROOF TRUSS SKETCH 18'-0" 12 YF (NM HALL & STAIR \�ON-BR'G INTERIOR WALL. TYPICAL THROUGHOUT UNLESS NOTED 36'-0" B ROOF TRUSS SKETCH 12 N N r------------ COVERED PORCH RAFTER FRAMING 1 7- ---� I SEE TYPICAL FTRUSS OVERHANG N I DETAIL THIS PAGE I L ---J COVERED PORCH 12'-0" SCALE: %" = V-0" 18'-0" 12 1 Y2 I I SEE TYPICAL —TRUSS OVERHANG N DETAIL THIS PAGE I I L ---J IMUMINETA SCALE: %" = V-0" 10'-0" ,, 18'-0" 1 12 - - - �� r I I SEE TYPICAL M _ FTRUSS OVERHANG N DETAIL THIS PAGE I L JI FOYER GREAT RIM 28'-0" CUT LENGTH 36'-0" PATTERN LENGTH C ROOF TRUSS SKETCH SCALE:%"=V-0" TRUSS SUPPLIER OPTION TO PROVIDE CONTINUOUS TRUSS WITH BEAM POCKET 22'-6" 18'-0" F_ - , 12 I Y2F 12 Y2 SEE EXTENDED TRUSS OVERHANG _ DETAIL THIS PAGE O N rn La M I N I L--- J 5Y2"x12"GLB FLUSH BM DEN KITCHEN DINING AREA NON-BR'G INTERIOR WALL. TYPICAL 5'-6" THROUGHOUT UNLESS NOTED 35'-0" 40'-6" OD ROOF TRUSS SKETCH SCALE:%"=V-0" 1% 1 22'6" I SEE TYPICAL TRUSS OVERHANG - - - -, INTERMEDIATE BR'G 12 DETAIL THIS PAGE I I @CLOSET WALL I SEE EXTENDED I TRUSS OVERHANG L — — — J DETAIL THIS PAGE I 0 I M L--- J Q CLOSET m PANTRY PREP. KIT. KITCHEN N NON-BR'G INTERIOR WALL. TYPICAL 5'-6" z THROUGHOUT UNLESS NOTED 35'-0" 40'-6" E ROOF TRUSS SKETCH 18'-0" 12 DINING AREA SCALE: %" = V-0" r-- ---, SEE TYPICAL FTRUSS OVERHANG N I DETAIL THIS PAGE I L ---J I I SEE TYPICAL —TRUSS OVERHANG N DETAIL THIS PAGE I I L J RESUB Aug 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS nnTF- M O 00 M (V LU J Q�� J =Qor Lr) 2 �LN Lu V M W W Y a --I C, N � W z 0 0 Q o o V w 00 Qrn Q z00 z ON O 1 o 1� w DATE 7-25-22 DRAWN JCR REVISION 3-3-23 REVISION - REVISION RY- CITY ENGINEERING DIVISION F8. SLOPE: 4.5% STRIP DRAIN ORII i I TYPE 1 CB I x I RIM:246.28' I I IE: 244.00' � I APPROX. EX'G GRADE' LINE @ SOUTH FACE OF FOOTPRINT ROOF TRUSSES, SPACING & PITCH PER ROOF FRAMING PLAN & TRUSS DTLS - BUILT UP FASCIA & OVERHANG PER ENLARGED DTL SCUPPER, DOWNSPOUT --- ------------ TIGHTLINE & OVERFLOW - - - - - - - - ------------------ PER ENLARGED DTL 24" GARAGE DOOR HEADER PER PLAN 8'-0" POUR GARAGE SLAB OVER MUDSILL & TIE INTO TOP OF RAISED STEM WALL PER ENGINEERING SLOPE: 1% M TOP STEM: 245.95' GARAGE SLAB STARTS @ 3Y2" THICK ABV SUBFLOOR @ FRONT OF GARAGE R-15 RIGID INSUL. SECURED TO INSIDE FACE OF STEM WALL. TIGHT FITTO BOT. OF HUNG FLR JSTS. EXTEND BLW FINISHED CRAWL GRADE 24" OR TO TOP OF FTG FILL FOR DRIVEWAY I I I I I I 2x10 GARAGE 'DOOR LINER 2 CAR GARAGE GARAGE SLAB SLOPES%" 2x4 P.T. MUDSILL PER FOOT TOWARD DOOR �R-15 BATT INSUL. SOLID BLK'G @ BMS BTWN HUNG JSTS & BR'G WALLS TOP STEM: 245.01' TOP FLANGE j HNGRS FOR FLR JSTS STEM WALL STEPS BEYOND. VERIFY W/FOUNDATION PLAN & SITE CONDITIONS CRAWL SPACE VISQUEEN & RAT SLAB OVER FINISHED GRADE OF ALL I L CRAWL SPACES. VISQUEEN TO HAVE ALL JOINTS LAPPED 6" MIN. & EXTEND UP STEM I I GEOTECH &STRUCT. ENGINEER TO WALL 6"MIN. WORK W/CONTRACTOR TO DETERMINE TOP STEM: 236.56' _ DEPTH OF FOOTINGS, ADEQUACY OF EXISTING GRADE & ANY STRUCTURAL FILL r L , 1L - JI 12'-0' RUBBER ROOFING OR EQ. INSTALLED PER MFG 3 ABS DOWNSPOUT SPECS OVER ROOF SHT'G THRU ATTIC SPACE @ MIN. SLOPE BUILT UP FASCIA & OVERHANG PER ENLARGED DTL -------------------- --------- ------------------------- -- ----- ---------------------------------- - -- TOP PLATE TOP OF BM DRYWALL SOFFIT PER SPECS IIXGARAGE DOOR %x4 RIM BAND @ HEADER PER PLAN OTT M OF BM. DRIP F SHING OVER BEAM BEYOND BEAM PER PLAN 2x10 GARAGE 1 24" DOOR LINER SAFETY GLASS RAILING UP 36" MIN. ABV FRAMED COLUMN HIGHEST POINT OF PORCH SURFACE. BEYOND KEEP SIDE & REAR TOP RAILS LEVEL 0 (4) EVENLY SPACED 3" STEEL COVERED PORCH a' 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. SLAB SLOPE CREATES THICKER SLAB @ BACK OF GARAGE FLOOR JSTS SIZE & SPACING PER PLAN ---- 2x6 INTERIOR R-21 BATT DOOR BEYOND BR'G WALL INSULATION BEDRM #3 CLOSET ISED CONCRETE GAS FIRE PIT z io M SAFETY GLASS RAILING. 36" MIN. HT. 4" SPHERE MAY NOT PASS THRU. PER FOOT TOWARD REAR FOREGROUND- 247.011 .1 I Z x _ \l ______� i BEAM PER PLAN � _____________________ _ _ _ PORCH SLAB STARTS @ 3" THICK ABV SUBFLOOR @ REAR EDGE BEDROOM #3 BEDROOM #2 DOOR BEYOND DROPPED CL'G @ BOT. OF CLOSED CELL SPRAY FOAM DOOR BEYOND DOOR BEYOND HALL BM FOR DUCTING INSULATION ON UNDERSIDE OF FLOOR SHT'G. NO VENTILATION REQ'D IN JOIST CAVITIES COMBINE W/BATT INSUL. FOR hl�R-38 MIN. IN CAVITY. LINEN HALLWAY BEDRM #3 CLOSET 2x6 INTERIOR j BR'G WALL IN FOREGROUND & BEYOND %" PLYWOOD I SUBFLOOR I I 2x4 INTERIOR NON- BR'G WALL. TYPICAL UNLESS NOTED R-21 MIN. INSUL. BLOWN IN R-23 PER SPECS. TYP. ALL INSULATED WALLS W/SHT'G-DRYWALL ON EA. FACE SOLID BLK'G @ BM I JSTS SIZE & I SPACING PER PLAN TOP PLATE j bo 2ND SUBFLOOR - 236.76 , TOP PLATE TOP FLANGE HNGRS I STRUCT. RIM PER PLAN. BEAM PER PLAN TOP OF WINDOW PER PLAN & SUPPLIER I I HNGRS @ WINDOW OPEN'G ONLY TYP. UNLESS NOTED 12'-0" 12'-0" I CORNER OF FURRING GAM E R00 M WALL BEYOND �� I WALL CAP OF FURRING WALL BEYOND. KEEP TOP LEVEL FULL WALL LENGTH o a, L O 00 2x4 FURRING WALL ON I STEM WALL STEPS BEYOND. 2x6 BASE PLATE. VERIFY W/FOUNDATION PLAN R-21 BATT INSULATION & SITE CONDITIONS L FIN. SLAB - 226.52 36'-0" DA FULL SECTION SCALE: %" = V-0" R-10 RIGID INSULATION UNDER ENTIRE SLAB PER ENERGY CREDIT 1.3 24'-0" MAX ALLOWED HT. - 258.80' ACTUAL HT. - 258. cro W W oQ= Z W W o J � U Z g Q O a W = a � U Oo750 �a oa cD AVERAGE GRADE - 233.80' . APPROX. EX'G GRADE LINE @ SOUTH FACE OF FOOTPRINT RESUB Aug 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATF- M O 00 M N LU J Q�� J =Qor Lr) 2 �LN L.rl W 't C5M W W Y N I.— W z O O Q O o V w 00 Q Q z0o z ON O rn nr w DATE 7-25-22 DRAWN JCR REVISION 3-3-23 REVISION - REVISION BY: CITY ENGINEERING DIVISION M O 00 M (V Lu J Q�� 2 �or Lr) LN L f, W W '-'-' Y a --I C, J Q W N � W z O 0 CLOSED CELL SPRAY FOAM PLYWOOD OVER T&G INSULATION ON UNDERSIDE OF IF REQUIRED. ROOF SHT'G. NO VENTILATION ROOFING PER SPECS REQ'D IN ATTIC SPACE. ROOF TRUSSES, SPACING & COMBINE W/BATT INSUL. FOR RUBBER ROOFING OR EQ. 2x6 T&G EXPOSED PITCH PER ROOF FRAMING R-49 MIN. IN ATTIC SPACE INSTALLED PER MFG DECKING ABOVE RAFTERS PLAN & TRUSS DTLS SPECS OVER ROOF SHT'G _ MAX ALLOWED HT. - 258.80' TERMINATION DRIP =7 FLASHING PERSPECS�----------------- ACTUAL HT. 258.73' Xx6 FASCIA BOARD) OVER 2x4 SUB -FASCIA 2x10 EXPOSED TOP PLATE RAFTERS @ 24" O.C. 2-2x6 TOP PLATE 18" 12" R-21 BATT INSUL. @ 6x10 HDR PER PLAN VERTICAL MEMBERS OF ROOF NO LINER TOP OF WIN. TRUSSES TO MAINTAIN WHERE NOTED ONLY EXPOSED COLUMN CONDITIONED ATTIC SPACE @ BEAM BEYOND SLIDING GLASS CORNER OF DOOR TO PORCH GARAGE BEYOND DOORTO BEYOND GARAGE BEYOND CONCRETE PORCH OVER FRONT FRAMAWAY FROMOPE X" ROT WIOR COVERED PORCH DOOR FOYER GREAT ROOM o, %" T&G PLYWOOD OVER JSTS. OPEN RAILING o WATERPROOF BARRIER PER BEYOND 00 SPECS UNDER CONCRETE SLAB Cf) rn Q Q a) o PORCH LAB TART 3 THICK ABV SUBFLOOR STAIRWAY DOWN %"PLYWOOD � `f' @ FRONT EDGE BEYOND SUBFLOOR 00 z0 3RD SUBFLR - 247.00 w TOP STEM: 246.05' _ SOLID BLK'G @ I JSTS SIZE & o 2XJOISTS. SIZE & BRWALL SPACING PER PLAN Z, TOP PLATE N SPACING PER PLAN 2-2x6 TOP PLATE TOP OF WINDOW %x4 TRIM BAND TO COVER HDR PER PLAN DECKING & MUDSILL TOP FLANGE HNGRS TO CORNER OF 24 1 INER TYP. UNLESS NOTED MUDSILL PER PLAN DOOR BEYOND R-15 BATT INSUL. CORNER OF BTWN HUNG JSTS 2x6 WALL IN FRONT OF BEDROOM CORNER OF STEM 2x4 INTERIOR BR'G WALL FOR HRV DOOR BEYOND WALL BEYOND 2x6 INTERIOR R 21 GATT CLOSET DOOR BR'G WALL DUCTING BTWN FLRS APPROX. EX'G GRADE BR'G WALL INSULATION BEYOND LINE @ MID POINT OF FOOTPRINT 0 R-15 RIGID INSUL. SECURED TO CRAWL SPACE LAUNDRY RM MASTER BEDRM o �, INSIDE FACE OF STEM WALL. TIGHT FITTO BOT. OF HUNG FLR JSTS. O° EXTEND BLW FINISHED CRAWL R-21 MIN. INSUL. GRADE 24" OR TO TOP OF FTG BLOWN IN R-23 PER SPECS. TYP. ALL VISQUEEN & RAT SLAB OVER INSULATED WALLS FINISHED GRADE OF ALL W/SHT'G-DRYWALL ON CRAWL SPACES. VISQUEEN TO %" PLYWOOD EA. FACE HAVE ALL JOINTS LAPPED 6" TOP FLANGE HNGRS R-38 BATT SUBFLOOR MIN. & EXTEND UP STEM PER PLAN & SUPPLIER INSUL. R-38 BATT INSUL. WALL 6" MIN. TOP STEM_: 236.56' 2ND SUBFLOOR - 236.76 SOLID BLK'G @ I JSTS SIZE & SOLID BLK'G @ BR'G WALL & BM SPACING PER PLAN BR'G WALL TOP PLATE TOP STEM: 235.40' DRYWALL SOFFIT PER SPECS DROPPED SOFFIT @ CORNER OF � %x4 TRIM BAND @ CRAWL SPA FIE TOP BOTTOM OF BM FOR CLOSET BEYOND BM PER PLAN BOTTOM OF BM. DRIP HRV DUCTING FLASHING OVER AVERAGE GRADE - 233.80' CORNER OF WINE CELLAR BEYOND GAME ROOM DOOR BEYOND SITTING ROOM COVERED PORCH VISQUEEN & RAT SLAB OVER FINISHED GRADE OF ALL - CRAWL SPACES. VISQUEEN TO HAVE ALL JOINTS LAPPED 6" SLIDING MIN. & EXTEND UP STEM GLASS DOOR WALL 6" MIN. 2x4 FURRING WALL ON OPEN CORNER OF STAIR 0 2x6 BASE PLATE. RAILING WALL BEYOND J R-21 BATT INSULATION BEYOND Z FIN. SLAB - 226.52 0 PORCH FIN. SLAB- 226.00' Z R-10 RIGID INSULATION UNDER ENTIRE SLAB PER ENERGY CREDIT 1.3 DN 3 6" STEPS PORCH FIN. SLAB - 224.50' Q O APPROX. EX'G GRADE SITE RETAINING 12'-6" 8'-0" 14'-0" 6'-0" LINE FOOTPRINT POINT OF WALL/ROCKERY PER SPECS 40'-6" RESUB © FULL SECTION SCALE: %" - V-0" Aug 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SITE RETAINING WALL/ROCKERY PER SPECS DATE 7-25-22 DRAWN JCR R-21 BATT INSUL. ABV EXTERIOR WALL BLW TO. MAINTAIN CONDITIONED ATTIC SPACE CLOSED CELL SPRAY FOAM INSULATION ON UNDERSIDE OF ROOF SHT'G. NO VENTILATION REQ'D IN ATTIC SPACE. COMBINE W/BATT INSUL. FOR R-49 MIN. IN ATTIC SPACE TOP PLATE BEAM BEYOND TOP OF WINDOW WINDOW BEYOND WINDOW BEYOND WINDOW BEYOND SLIDING GLASS DOOR SAFETY GLASS RAILING UP 36" MIN. ABV COVERED PORCH HIGHEST POINT OF PORCH SURFACE. KEEP SIDE & REAR TOP RAILS LEVEL bo CLOSED CELL SPRAY FOAM INSULATION ON UNDERSIDE OF CONCRETE SLAB. SLOPE FLOOR SHT'G. PER PLAN & SECTION A NO VENTILATION REQ'D IN JOIST CAVITIES COMBINE W/BATT INSUL. FOR �" PLYWOOD SUBFLOOR R-38 MIN. IN CAVITY. TOP PLATE FOP OF WINDOW J 2ND SUBFLR - 236.76 `FLOOR JSTS SIZE & SPACING PER PLAN WINDOW BEYOND 2x6 INTERIOR BR'G WALL - BATH #2 PLYWOOD rSUBFL00R WINDOW BEYOND GAME ROOM 2x6 INTERIOR BR'G WALL - FIRESTOP STEM WALL - FWX DTL PER S PAGE. DEPRESS TOP OF STEM WALL4" MIN. POUR SLAB OVER WINDOW BEYOND SINGLE 3x4 PLATE BTWN WINDOWS %" PLYWOOD I-SUBFLOOR 3RD SUBFLR - 247.00 TOP PLATE TOP OF WINDOW I JSTS SIZE & SPACING PER PLAN 2x4 NON-BR'G INTERIOR -WALL. TYPICAL UNLESS NOTED 0 MASTER BEDRM 0 C* WINDOW BEYOND %" PLYWOOD SUBFLOOR R-38 BATT INSUL 2ND SUBFLR - 236. 2x6 EXTERIOR BR'G WALL %" PLYWOOD SUBFLOOR 2x6 HF#2 @ 16" O.C. FOR LANDING R-21 MIN. INSUL. BLOWN IN R-23 PER - SPECS. TYP. ALL INSULATED WALLS W/SHT'G-DRYWALL ON EA.FACE �C PARTIAL SECTION FIRESTOP SCALE: %" = V-0" BM BEYOND N­ I JSTS SIZE & SPACING PER PLAN AT 2-26 PLATES @ BOT. OF WINDOW PER ENG COVERED PORCH TOP PLATE FIN. SLAB - 226.52 4x6 FASCIA BOARD OVER ENDS OF EXPOSED RAFTERS MAX ALLOWED HT. - 258.80' ACTUAL HT. - 258.43' a, EXPOSED BEAM PERK PLAN. SET ABOVE CLOSET EXTERIOR WALL & - EXTEND TO FOYER WALL TERMINATION DRIP FLASHING PER SPECS 24" CORNEROF� CLOSET BEYOND CONCRETE PORCH OVER FRAMING. SLOPE %" 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 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 OVERFRAMING EXPOSED RAFTERS PER 13 1� PLAN WINDOW FRONT DOOR BEYOND BEYOND COVERED PORCH RAISED STEM WALL PER PLAN. PORCH SHT'G DIRECTLY TO MUDSILL 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 �2x JOISTS. SIZE & SPACING PER PLAN CRAWL SPACE 2x EXPOSED SOLID BLK'G @ FFACE OF WALL FOR SIDING 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 r-R-38 INSUL. I JOISTS. SIZE & SPACING PER PLAN EAM PER PLAN 0 J N� &PARTIAL SECTION SCALE: %"=V-0" w(D (D Q W M � � � � X Z u-� O co @) TOP PLATE TOP PLATE BEAM PER PLAN. NO TOP PLATE ABV. CANTILEVER- BEYOND WALL PER PLAN. 0 o CORNER OF--" Q, a DEN BEYOND COVERED PORCH SLAB & TRIM BUTT INTO SIDE OF STONE VENEER SUBFLOOR , SUBFLOOR 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 EMS DEN WINDOW 2x EXPOSED SOLID BLK'G EA. SIDE OF CANTILEVERED BM TERMINATION ZFLASHING AS REQ'D GUTTER PER SPECS 77��TOP OF BM %6 FASCIA BOARD OVER ENDS OF EXPOSED RAFTERS 2411 EXPOSED BEAM PER PLAN. CANTILEVER BEYOND WALL PER PLAN. J' FLASHING FOR SIDING o CHANGE ALIGNS W/BM ABV O° -STONE SILL @ BOTTOM OF WINDOWS SUBFLOOR (4LA RT I A L SECTION .SCALE.%"=V-0" RESUB Aug 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: RY• M O 00 M N LU J Q�� J =Qor Lr) 2 �LN L.rl W 't C5M W W Y N � W z 0 0 DATE 7-25-22 DRAWN JCR REVISION 3-3-23 REVISION - REVISION CITY ENGINEERING DIVISION 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 PASS THRU. INFILLTO SUPPORT 50# HORIZONTAL LOAD IF TRIANGLE LEFT OPEN, 6" SPHERE / MAY NOT PASSTHRU 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 •jl�. 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: 3 /" = 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 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 o 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: 3 /" = 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 PLACED TIGHT 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 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: 3 /" = V-0" RESUB Aug 02 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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: 3 /" = V-0" DATE �-z5-zz DRAWN JCR REVISION 3-3-23 REVISION - REVISION IRC SECTION 311 SCALE: %" = V-0"