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APPROVED BLD FIR BLD2023-1530+Architectural_Plan+11.29.2023_1.21.02_PM+3923973Approved D F M CMrLs i�,uYt South County Fire Date: 01 /25/2024 01-25-2024 PLAN REVIEW MAPLE WOOD ESTATES OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE Separate Plumbing Permit Required. Please apply via MyBuildingPermit.com LOT A ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE t- - 0%l r —1 --- — -- —1 — PROPERTY ADDRESS 8823194TH ST SW EDMONDS, WA 98026 PARCEL NUMBER 27041800313800 OWNER LANDSVERK QUALITY HOMES, INC. 2411356TH AVE W MOUNTLAKE TERRACE, WA 98043 APPLICANT LANDSVERK QUALITY HOMES, INC. 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 ARCHITECTURAL PAGES CVR - COVER SHEET 1.1- ELEVATIONS 1.2 - ELEVATIONS 2 - FOUNDATION PLAN 3 - MAIN FLOOR FRAMING PLAN 4- MAIN FLOOR PLAN 5 - UPPER FLOOR FRAMING PLAN 6 - UPPER FLOOR PLAN 7 - ROOF FRAMING PLAN 8.1- SECTION A 8.2 - SECTIONS B & C 8.3 - SECTIONS D & E 9 - GENERAL NOTES & DTLS STRUCTURAL PAGES S1- STRUCTURAL DETAILS S2 - STRUCTURAL DETAILS S3- STRUCTURAL NOTES 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 STRI471IRAI 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) ATTICS -LIMITED STORAGE ATTICS -NO STORAGE ATTICS -HABITABLE BY STAIRS DECKS EXTERIOR BALCONIES FIRE ESCAPES GUARDRAIL/ HANDRAILS GUARDRAILS -IN FILL ROOMS (NOT SLEEPING) SLEEPING ROOMS STAIRS GENERAL NOTES 25 PSF 10 PSF 35 PSF 20 PSF 10 PSF 30 PSF 10 PSF 10 PSF 20 PSF 30 PSF 10 PSF 40 PSF 60 PSF 10 PSF 70 PSF 60 PSF 10 PSF 70 PSF 40 PSF 200 LBS AT TOP IN ANY DIRECTION 50 LBS HORIZ. APPLIED TO 1 SQ. FT, 40 PSF 10 PSF 50 PSF 30 PSF 10 PSF 40 PSF 40 PSF 10 PSF 50 PSF OR 300 LB PT. LOAD ON 4 SQ. IN. 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 ADDITIONAL NOTES PLAN AND PAGE SPECIFIC NOTES ARE LOCATED ON PLAN PAGES WITH SYMBOLS DENOTING WHERE THE NOTES ARE APPLICABLE. RECEIVED Dec 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION m CD O 00 M N N LU Q U Q S Cr Lr) 2 l~OOfN L r' W m W W � Y U J �QW N W z O O Q 0 `0 N LLJ CD 00 M Q o o 00 � m z (f� O o 00 LLJ o w p Q � r- N O w cn U 0 � � m N LLJ °O 00 Q DATE 11-29-23 DRAWN JCR REVISION REVISION REVISION FR SIDING PER ELEVATIONS & SPECS TYPICAL VAPOR BARRIER. EXTEND OVER FLANGE OF CORNER TRIM � METALCORNERTRIM. BUTT SIDING PER SIDING TO EA. FLANGE ELEVATIONS & SPECS METAL CORNER TRIM DTL STANDING SEAM METAL ACCENT ROOF WHERE SHOWN ONLY. SEE SPECS HARDIE PANEL SIDING WHERE SHOWN. METAL FLASHING @ 5/43 TRIM BAND @ TOP ALL SEAMS OF GARAGE LINER AS SIDING BREAK. 3-4-x 2'.6" 4-0. x3•_10" 4'-0"6'-2. 3_O'x6_2 ACCENT SIDING WHERE SHOWN: MATERIAL, COLOR, REVEAL PER SPECS. r1 ri/ rf r1 rf r1 rf ��1 /// — — DRIVEWAY SLOPES TO MATCH UP TO EX'G GRADE @ 194TH ST SW. 7.0%+/- SLOPE @ WEST EDGE. 1.3%+/- @ EAST EDGE. STANDING SEAM METAL ACCENT ROOF WHERE SHOWN ONLY. SEE SPECS EXPOSED APPEARANCE GRADE COLUMNS. FRONT PORCH ONLY TYPICAL UNLESS NOTED NO SCALE METAL CORNER TRIM. TYPICAL. SEE DTL THIS PG SAF. GL. FULL HT. STONE VENEER ON FRONT FACE OF GARAGE WALL. FRONT ELEVATION APPROVED ADDRESS TO BE PLAINLY LEGIBLE & VISIBLE FROM THE STREET. NUMBERS IN CONTRAST TO BACKGROUND. MIN. 4" HIGH &Y2" THICK STROKE SAF. G SCALE: X" = V-0" EXHAUST & INTAKE FOR HRV THRU GABLE END WALL. MAINTAIN 36" MIN. SEPARATION ACCENT SIDING WRAPS AROUND WALL FROM FRONT .S. / I 5'-0" I D.S. 'T' FLASHING @ SIDING BREAK TYPICAL THROUGHOUT. ALIGN WITH UPPER FLOOR WALL RIGHT ELEVATION S.G. S.G. S.G. S.G. S.G. ti 3'-7" x 6'-3" 3'-2" x 6'-6" ACCENT SIDING WHERE SHOWN. MATERIAL, COLOR, REVEAL PER SPECS. METAL CORNER TRIM. TYPICAL. SEE DTL THIS PG ISA TANDING SEAM METAL CCENT ROOF WHERE SHOWN ONLY. SEE SPECS EXPOSED COLUMNS, BEAMS & RAFTERS OF FRONT PORCH. VERIFY WITH SPECS. I STONE VENEER TO BOT. OF WINDOWS. EXTEND TO EDGE OF FRONT DOOR. CAP PER SPECS I MAX ALLOWED HEIGHT -376.83' \ ACTUAL HEIGHT - 376.77' I SCALE: X" =1'-0" 'B' VENT FOR GAS FIREPLACE D.S. BATH FANS THRU GABLE END WALL HARDIE LAP SIDING - 8" REVEAL INSTALLED OVER APPROVED WATER RESISTIVE BARRIER. HORIZONTAL JOINTS TO BE - LAPPED 2" MIN. VERTICAL JOINTS LAPPED q 6" MIN. PER R703 N N 2x8 TRIM BAND @ BOT. OF BM/BOX BM 1x WHITEWOOD TRIM AROUND COLUMNS - REAR PORCH ONLY AVERAGE GRADE - 351.83' RECEIVED Dec 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS nATF- M CD O 00 M N Lu J Q�� 2 �or Lr) LN `/ M w w Y N I.— LL. z 0 0 Q O N W o DD Q o Q o m cr) M o � z m (f� O o 00 LLJ o `4 1 w o Q � � N O ~J c.n w rr- 0 rn 00 N LU 00 DD 1� Q DATE 11-29-23 DRAWN JCR REVISION REVISION REVISION RY• CITY ENGINEERING DIVISION METAL GUTTERS TYPICAL THROUGHOUT STEP FLASHING PER R703.8 TYPICAL THROUGHOUT DOWNSPOUT FROM UPPER ROOF TO LOWER ROOF METAL CORNER TRIM. TYPICAL. SEE DTL THIS PG METAL DOWNSPOUT TO / — -APPROVED DRAINAGE. TYPICAL THROUGHOUT 'T' FLASHING @ SIDING BREAK TYPICAL THROUGHOUT NO WINDOW TRIM. SIDING BUTTS TO FRAME. TYPICAL THROUGHOUT SIDING PER ELEVATIONS & SPECS TYPICAL VAPOR BARRIER. =XTEND OVER FLANGE OF 'ORNERTRIM METAL CORNER TRIM. BUTT SIDING TO EA. FLANGE ELEVATIONS & SPECS 1x WHITEWOOD TRIM AROUND COLUMNS - REAR PORCH ONLY METAL CORNER TRIM DTL TYPICAL UNLESS NOTED NO SCALE 'T' FLASHING @ SIDING BREAK TYPICAL THROUGHOUT. ALIGN WITH UPPER FLOOR WALL SAF. GL. SAF. GL. SAF. GL. SAF. GL. VINYL SASH INSUL. GLASS SAF. GL. SAF. GL. f SAF SAF. GL. GL, -tt---4I1- REAR ELEVATION SCALE: Y4" =1'-0" TYPE 15 FELT UNDER VALLEY __Z_TYPICALTHROUGHOUT ACCENT SIDING WHERE SHOWN. WRAP AROUND CORNER ABV ROOF MATERIAL, COLOR, REVEAL PER SPECS. 4" FLAPPER VENT 4" FLAPPER VENT LAUNDRY FAN FBATH FAN SAF. GL. 1x WHITEWOOD TRIM AROUND COLUMNS - REAR PORCH ONLY HARDIE PANEL SIDING WHERE SHOWN. FLASHING @ ALL SEAMS. ALIGN SEEMS WITH DOORS -WINDOWS WHERE SHOWN METAL CORNER TRIM. TYPICAL. SEE DTL THIS PG 2x8TRIM BAND @ BOT. OF BM/BOX BM RANGE VENT THRU GABLE END TRUSS OF GARAGE COMPOSITION ROOFING OVER 30# FELT DOWNSPOUT FROM UPPER ROOF TO LOWER GUTTER. TYPICAL WHERE SHOWN 3'.C" x 3`8" 3'-O" x 7'-0" SAF. GL. SAF. GL. O D.S. LEFT ELEVATION SCALE: %" = V-0" D.S. HARDIE PANEL SIDING &'T' FLASHING METAL CORNER TRIM. TYPICAL. SEE DTL THIS PG ELECTRICAL METER. INSTALL @ CODE APPROVED HEIGHT ABOVE FINISHED GRADE DRIVEWAY SLOPES TO MATCH UP TO EX'G GRADE @ 194TH ST SW. 7.0%+/- SLOPE @ WEST EDGE. 1.3%+/- @ EAST EDGE. RECEIVED Dec 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS nnTP M O 00 M N Lu J Q�� 2 �or Lr) LN Lu `/ Mw w J �Q� N � LL. z 0 0 DATE 11-29-23 DRAWN JCR REVISION REVISION REVISION RY• CITY ENGINEERING DIVISION 1.2 C Lr 1�TaherZa� OF WASHi� �� G•T 2C � SS7��IVAL FR'_(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 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 A THROUGH 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. OCRAWL 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 POSTTO BEAM & BEAM TO JOIST CONNECTIONS TO RESIST UPLIFT & LATERAL DISPLACEMENT. INSTALL SOLID BLOCKING BETWEEN JOISTS AT ALL INTERMEDIATE SUPPORTS. OCRAWL SPACE VENTILATION - IRC R408 PROVIDE 1507 SQ. IN. MIN. NET TOTAL (1/150) INSTALL 20 8"x 16" SCREENED VENTS x 75.4 SQ. IN. EA.=1508SQ. IN. NET AT LEAST ONE VENT TO BE PLACED WITHIN 3' OF EACH CORNER OF THE BUILDING. ONE SIDE MAY HAVE NO VENTS FOOTING SCHEDULE CALL OUT H x W x D REQD REBAR 12 6x12x12 15 7x15x15 18 8 x 18 x 18 20 8x20x20 24 8 x 24 x 24 3 - #4 EA. WAY 30 10 x 30 x 30 4 - #4 EA. WAY 36 100606 4 - #4 EA. WAY 42 12 x 42 x 42 4 - #4 EA. WAY 15C 8 x 15 CONT. 2 - #4 CONT. ALL EXTERIOR FOOTINGS TO EXTEND 18" MIN. BELOW FINISHED GRADE UNLESS NOTED OTHERWISE. STRIP ALL WOOD FORMS PRIOR TO BACKFILLING. RECEIVED Dec 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U N D AT I O N PLAN SCALE: %" =1'-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION m CD 00 M cV U_ N W Lu Q Q = 2 l~O�N Lr' w � m LLJ LLJ � Y v J Q W fV W z O O 0 N LLJ CD DD < Q o o 00 c/) m p rl z (f� (D O 00 LLJ p - LLJ o Q rN N O w 0 r 00 N LLJ 00 DD 1� L DATE 11-29-23 DRAWN JCR REVISION REVISION REVISION 0 FOR STRUCTURAL ONLY �Taherzaa �N woe WAsy,N 24 r ��CISTL'RV� `��v� , S/()NA L ��C� ram ��b2b2 C/l 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. OCRAWL 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. OCRAWL SPACE VENTILATION - IRC R408 PROVIDE 1507 SQ. IN. MIN. NET TOTAL (1/150) INSTALL 20 8"x 16" SCREENED VENTS x 75.4 SQ. IN. EA.=1508SQ. IN. NET AT LEAST ONE VENT TO BE PLACED WITHIN T OF EACH CORNER OF THE BUILDING. ONE SIDE MAY HAVE NO VENTS RECEIVED Dec 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT MAIN FLOOR FRAMING PLAN SCALE: X" =1'-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION Q O N W op DD CT Q O Q O M cn M •--I z M (f� O o 00 LLJ o `4 1 w o Q � � N Orr- ~J C� 0 Ql CL M 00 N LU 00 DD 1� Q DATE 11-29-23 DRAWN JCR REVISION REVISION REVISION - FOR STRUCTURAL ONLY E 14'-0" 8'-10" 3'-2" SW-4"7- 4106" STEP DF#2 0 68'-0" 34'-0" D A 8.3 8.1 6x6 P.T. 6x6 P.T. 6x6 P.T. COLUMN. LCE4 COLUMN. COLUMN. LCE4 EA. SIDE TO BM CCQ66 TO BM EA. SIDE TO BM LINE UPR FLR I� 57"x 16" PSL TOP FLUSH 5Y4"x 16" PSL TOP FLUSH I 2-26 FLAT UNDER OUTDR LIVING RM FLUTOSH FLUSH BMM TO TCH N CONC. SLAB OR L�JL PAVERS PER SPECSLu o I �� 00 = 7'-9" 25'-9Y2" 11 21-0 1,I 8" 6 12'-0" 4'-011 NO IIN II I MI SW-4 zff PIC SW-4 4970 PIC I 12080SL GLiDR 5" STEP ; Z�7PIC 410 DF#2 = I I O�Dll PREP. KIT. -m o ICI ZD II M P�J HAA 26 I I, I> I _ J WALK-IN io I N PANTRY o, �o cn � I' I� 16" SHLVS ;, , 1., 0 �' H o 19 DEL WOOD FLOOR `n I 3RD CAR GARAGE I' OVER CRAWL 6x6 OR 5Y4_x 92" PSL DROP 5-261 HEAT PUMP WATER HEATER PER ENERGY CREDIT 5.5 7'-0" I I I I �I I o LL Z a I wl z J I I I"_ 412 DF#2 CONT. FULL WIDTH SW-3 10°80GARAGE DR o D D N S1 S1 - 0 V-10/" 1lc�lTaherZa�e �0F WASH�� x'r,T 24 � C S7(),"4AL (0-A FOR STRUCTURAL ONLY 10'-3" 14'-0" 4-2x6 20'-0" L I 20'-5Y2" 1' 6111, 31-011 74Y2" /z 3°5° PIC 6°5° PIC 3°76 PIC 6°76 XO SW-4 Li NO HDR. NO HDR. RFTR ABV RFTR ABV J J v RAKE WALL FRAMED TO —r9� PLATE@ o X o X o UNDERSIDE OF RAFTERS. M M 6" J CD 00 NO HDR. FLUSH RAISED TOP-/ = BM ABV PLATE. 11'-6" 410 DF#2 `n J72 X 11%$ r�L' 410 DF#2 x NO TOP PLATES ABV 10 8'-0Y2" GREAT ROOM I _ VAULTED CL'G N I I N a } Ln wLLC7 KITCHEN 0 �� I �Opw z = < O V M O M c� Lu z Q w a a � V O N�� - < DINING AREA Ll LINESETSTHRU Iz FIREPLACE VOID a o J TO ATTIC ABV I w DROPPED CL'G TO C9 w w I--x MATCH HT. OF o wLn ' 66 DROPPED SOFFIT 6'-0" '7 N 6'-2" 7'-10" LL Q d = CD 00 x LINESET M THRU WALL SW-4 HEAD UNIT ON FACE OF SOFFIT d/ 4'-5Y2" 41-711 9'-5 / BENCH -TABLE _ o SA I l x O L^ `D CO I ID 4'-6" VANITY o ------- — — — — — — — -------- — — — — — -- --LINE OF DROPPED — — — — —-- CD 6 ®50 2 _ - z m \ �, 8' COFF E BAR SOFFIT I o O PWDR o Ln a 30 X 1 1= o V N 4x10 DF# "' _ 5�"x 9�" PSL DROP 6x6 ORI I 2ZD a 2a N . _ 5 2x6 M �SW-4 X NOSTEP ' — — r — �J N LINESET GUEST ROD SHLF , I-- II , THRU WALL ------------- 6 ROD-SHLF WARDROBE -- o � 3 -6 7 -6/ �� CD5 BP STORAGE 14' 6/" ----- HEAD UNIT ON OPEN RAILING ABV FOYER I 9�2 UPPER WALL NOSING WALL VAULTED CL'G I F "EAT I I o �jl N SA OFFICE II I I,, II II II II M 3-2x61 I I I I TRMR LINE UPR FLR 2 CAR GARAGE ® o LINE UPR FLR / CD 5-26 ROUGH -IN FOR ELECTRICAL VEHICLE CHARGING LINE UPR FLR V-10X" w STATION PER ECDC 17.115 z 10'-6" 11'-6" o g 412 DF#2 CONT. FULL WIDTH SW-3 18°80GARAGE DR D 18'-3" 22'-0" 0 UP 17 RISERS 410 DF#2 4°8° PIC � SAF. GL. , / 2'-3" zo 8'-7" SW-3 D .: 1 5-2x6 JIIz o IIQ- O I I w 'I - RAISED TOP sCpo v I I o PLATE. 14' 1�" PTO HDR OVER TRANSOM AB 276 PIC 6" STEP m SAF. GL. W _ o 0 �D 711,1 11" 2'-0" Y2" 5' 2" ti a X lO Q 9'-5" COVERED PORCH A CONCRETE SLAB VAULTED CL'G 1.1 12'-0" 6x6 DF#1APPEARANCE GRADE COLUMN. APL4 EA. SIDE TO BM 32'-0" RAKE WALL FRAMED TO SLOPED TOP PLATE @ UNDERSIDE OF RAFTERS. M © 410 DF#2 6° 6° XO SW-3 cV w 0 ua< 0 2'-0" N �, �¢ 14'-0" %E� 12'-0" 6x6 DF#1APPEARANCE GRADE COLUMN. APL4 EA. SIDE TO BM 400 DF#2 3°6 PIC 4Y2" Tj 0" 12" A 0 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 ILL CO 2034. INSTALL OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS & ON EACH FLOOR OF RESIDENCE. ®50 CFM MIN. EXHAUST FAN 50 VENTED TO EXTERIOR MIN CFM CONTINUOUS OPERATION 0 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 FH _EATI 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. 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 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. ®STAIRS - 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 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 734". TREADS TO HAVE MIN. DEPTH OF 10". EACH MAY NOT VARY MORE THAN %" VARIATION IN DIMENSION. TREADS WITH SOLID RISERSTO HAVE 3/" MIN. T01Y4" MAX. NOSING WITH 3/" MAX VARIATION. TREADS WITH 11" MIN DEPTH NOT REQUIRED TO HAVE NOSINGS. LANDINGSTO 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 LIGHTSOURCE 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 ATTHE 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. OBATHROOM 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. ©EMERGENCY 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. OGUARDS - 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. IN FILL 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. ®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 OGARAGE APPLIANCES PILOTS, BURNERS, SWITCHES UP 18" MINIMUM ABOVE FLOOR. U.L. APPROVED APPLIANCES WITH AUTO SHUTOFF SWITCH. INSTALL IMPACT BOLLARD. SET ELECTRIC WATER HEATER ON R-10 INSULATED INCOMPRESSIBLE BASE. INSTALL SEISMIC STRAPS WITHIN TOP Y3 & BOTTOM Y3 (4" MIN. ABOVE CONTROLS). PROVIDE PRESSURE RELIEF LINE TO EXTERIOR. IF FUEL FIRED APPLIANCES EXCEED 1000 BTU/HOUR INPUT PER 50 CUBIC FEET OF GARAGE VOLUME; INSTALL TWO SCREENED COMBUSTION AIR VENTS THROUGH EXTERIOR WALL, ONE WITHIN 12" OF CEILING & ONE WITHIN 12" OF FLOOR. USE NON -CLOSEABLE LOUVERED 12x12 WALL VENTS OR 8x18 FOUNDATION TYPE VENTS IN WALL FOR A MINIMUM NET FREE AREA OF 1 SQUARE INCH PER 4000 BTU/HOUR EACH VENT. 10 GAS FIREPLACE - IRC G2434 & G2435 VENTED GAS FIREPLACE OR FIREPLACE HEATERS TO BE TESTE I MFG II FIREBL11 INSTAI aherza�, WHER `�`f ,.c/ WACr,\�°iS RECEIVED Dec 15 2023 CITY OF EDMONDS DEVEL PMENT ERVI E DEPARTMENT f/ r� FOR STRUCTURAL ONLY MAIN FLOOR PLAN V-0" SCALE: X" = 1667 SQ. FT. MAIN FLOOR 1750 SQ. FT. UPPER FLOOR 3417 SQ. FT. TOTAL LIVING AREA 72 SQ. FT. FRONT PORCH 403 SQ. FT. OUTDOOR LIVING RM 475 SQ. FT. OUTDOOR LIVING AREA 1057 SQ. FT. GARAGE APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATF- M CD O 00 M (V Lu J Q�� J =Q� 2 LnLN �./ Mw w N � w z O O Q 0 N LLJ o 00 rn Q o Q 00 00 cr) M p � z m (f� O o 00 L1J p L_ J O Q � � N O ~J c.n w 0 rn � m N �J 00 00 Q DATE 11-29-23 DRAWN JCR REVISION REVISION REVISION BY: CITY ENGINEERING DIVISION m CD 00 M r"j GENERAL NOTES U Lu � N OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" Q Q zt ABOVE GRADE OR SURFACE BELOW LOWEST PART OF = Cl, Ln CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. w EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE ��( rn �w w MAY NOT PASS THRU OR WHERE FALL PROTECTION `J 1-1 Y v DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 J QLL Z O SAFETY GLASS & SKYLIGHTS PER IRC R308 0 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL NAILING TO BE INSPECTED BEFORE COVERING START L.O. 24" O.C. D A 8.3 8.1 34'-0" 20'-0" 17'-10" 5'-0" 7'-0" 9'-4%" 17i/" 20" L, 20" 1 20" 6Y" 2x12 HF#2 FOR yRECESSEDSHVRABV K CS16 N P CS16 N24" O.C. 16" 16" 16" CS16 S2 6 Al: Im ADJUST SPACING TYPICAL L TYPICAL i „ FOR PLUMB. ARV 5/ x 16 PSL TOP FLUSH 5/ x 16 PSL TOP FLUSH TUB o II II II II II II II II � II �I I II 114 II II II I II I � � � o 1 w m u0 I N I I J Q CCD DII II�o II j JII j II I N Q �O0 F II II V w II MI I� II II II I II I I� o o a 13 x114" LSL I I - (f� O o Ln 0 m00 w o o N 4usH M I I m00 LLJ w o CC I I I II N II o COo I I III--1i---- I I I I N II II = IF I I II II II II I (2)CS16x36 0 �� i --- BM TO RIM O O v�LLj T 1 1 8.2 O oc II II 00 L_I_JCl- 11 I II Y� II N z z I LLJ i �> V (2)C516x36 Cl-�I I N I00 BM TO RIM z I 'Cl- I II II Ilzo II II I II II II II II II III I II q II ���i, II II III I awwf L_I_J I II III I S1 Q III II ZD II i I 1 � II II II ; II II I II I I _ 1 i - II III II II II II II III I o I II I II I ' I ozll III I z I I Ll\1 6'-0" 14'-0" @1w 1 II II II II II I II III Y II II II III I z M II I II II II III�II III I 7� w � J Q 11 II i I I II i II II II II II rJI II II II II II II II III II I CS16 DPT ~ N (2)CS16 (2)CS16 3�x 14 SL FLUSH TYPICALq ' a u-, II 3: 1 II 1I II III I s II 6 m I I I I I I II � II I II II II 1 1 II II II II i II II II II II II 1II I I o --- ->FAN - 4- - @' - - --- --- --- -- --- --- --- -- --- -- I I I I I I ' II I II II II II I 1 II II II _J J o II Qn II zl I � - -- — — - ALL BR G WALLS FOR II I I I — — — — — FLR JSTS SHADED FOR a II II i II II II CLARITY L_�_J II II - CS16 CD =� JAI o� II N Co �C N I la� II ,II � II � m~ I �~ o� II II I°I I II oC� II II II II II 1 0 J I I I II III-;-, II II II I I I I _ i1 I I> I I I I II II Co I II II II II > m � I I x 14" PSL FLUSH C� II oo II� Q � I I I I (2)CS16 F(2)CS16 3'-7%" �I o� � II CoII II M Cl m II J II II-_ II II �� m I I o�D II II II' Z II 0 II I Q ti U I II II II _ II II II 11 O HANGER SCHEDULE BEAM SIZE SIMPSON HNGR* REVISION 0 N Taherz.., of WAsy,N e� �� s�7��NALt�yC,- FOR STRUCTURAL ONLY 17'-6%" ri7 RAISED TOP PLATE. 12'-04" 6°3° PIC SW 4 6°66XO N > 410 DF#2 co Q TOP OF R.O. E LL @ 10'-6" m o O z 54'-0" 34'-0" 16'-5%" 13'-0" A 4/2" 3'-011 14" 3°3° PIC 3°66 PIC © 410 DF#2 o @)Lu I MASTER BEDROOM a a LL I "o J Q ¢� Omi/ I LINE OF GARAGE BLW 3-LXb � I I I I I 0 1 I I I it THRU WALL ACCESS TO Jo 51-911 GARAGE ATTIC SPACE UNDER WINDOW LL LAUNDRY O 00 m 0 2n ® 50 2x6 WALL. DRYER DRYER BOX+8" ABV FLR. V.T.O.S. ASHE op M :ems VAULTED CL'G 11 28 L-- J A 4% 8.1 3�_011 SAF. GL. SAF. GL. `� SW-4 3°66 PIC 3°66 PIC _�_ 4x10 DF#2 4x10 DF#2 WALK -I N SHOWER cc o ® 50 z z SAFETY GLASS PANEL O �Q zL 6 2 m w w� 24 5 94 16" LINEN _� NF. SA 9cT 31-3411 a, (2)26 ��F J 0 I 3'-4" 5'-0" 0I 60"x 30" CABINET ISLAND 0 / T Lu WALK-INI'D�,LINENin 5' TUB/SHWR 2x4 & 2x6 WALL WALK-IN FOR HRV DUCTING WARDROBE rn 30" BLK'G CENTER' 2'-7" SA 16" LINEN CO FILL FRAMING 15Y2" 4'-54" 11 J �, AS REUD N Qo ®5o BATH #2 O 24 Lr, n m x O 7'-0" VANITY `^zz ROD SHLF r ALK-INROD-SHLF SW-4 RDROBE IJ, WARDROBE I N / 26 M I o 60 BP 24 SA 3-2x6 3 2x61 / 26 I / i / � SA 7' 3" 3' S" 5'-7" 5'-9" oa Z z J / � w O Q BEDROOM #3 =� BEDROOM #2 22x61 o� w I _ o 0 4x10 DF#2 CD 6°50 OX SW-4 �, rn 10'-6" U 4x10 DF#2 i// Li SW-4 6°50 XO 1i►i0 BLW 11'-6" A 2'-3" ROD-SHLF `z i 13'40%" HRV RETURN AIR THRU CL'G ® u DN 17 RISERS 410 DF#2 4080 PIC SAF. GL. 8'-7" A 8'-0" 54'-0" 3'-54" 2x4 PLUMB. WALL INSIDE EXTERIOR N O x k X N ®50 � 24 /I / MASTER BATH I O /I 8' 6" VANITY I I I I I P I I I I I 26 12"SHELVES I n 5'-1" HEAD UNIT FOR GREAT ROOM BELOW ON FACE OF UPPER WALL N I I I I I %I I / J I OPEN TO GREAT I RM BELOW / x CV N X 410 DF#2 Zo[ N 6'-011 0 OPEN RAILING OUP 36" MIN. 20'-0" LOWER TOP PLATE.7'-64" SW-4 C 0 3° °� o ow 2 � w owLL ~ ZZ �'o E J�o 6x60R BONUS ROOM ao- 5-2x6 Q o o VAULTED CL'G I � w w Y 0 0 o Y O p OPEN TO = FOYER BELOW I O > Co Ln �Q Q � U U LL �w - as ¢ate as �m LL�LLO =� o O- O a � 4x10 DF#2 4x10 DF#2 z N Lu o_ ' z S _ 6°5° XO 3°5° PIC L_E> RAISED TOP 6°3° PIC 3°3° PIC Co PLATE.11'-104" 4/ 3' 0" 12" o RAISED TOP o zo PLATE.14'-14" ABV MAIN FLR o 4x10 DF#2 N 7620 PIC LINE OF OFFICE BLW o I B 8.2 E 8.3 12'-0" 18'-54" 13'-6Y2" 0 ZD 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 ILL CO 2034. INSTALL OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS & ON EACH FLOOR OF RESIDENCE. ®50 CFM MIN. EXHAUST FAN 50 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. 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 ®STAIRS - 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 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. OBATHROOM 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. ©EMERGENCY 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. OGUARDS - 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 ADJACENTSURFACE (LINE OF NOSING @ STAIR). TOP OF RAIL TO SUPPORT 200# LOAD APPLIED IN ANY DIRECTION. INFILLCOMPONENTTO 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. 11 ATTIC ACCESS - IRC R807.1 22"x 30" MIN. ROUGH FRAMED OPENING. 30" MIN. HEADROOM FROM BOT. OF CL'G MEMBER TO BOT. OF ROOF MEMBER. ACCESS DOOR TO BE WEATHERSTRIPPED & INSULATED. PROVIDE 12" INSULATION DAM AROUND PERIMETER OF OPENING. RECEIVED Dec 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT UPPER FLOOR PLAN SCALE: �" = V-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATP M CD O 00 M (V Lu J Q�� J = Q I� 2 LnLN �./ Mw w N � w z O O Q 0 N I I 1 o 00 Q o Q o m Ln M o (f� 21 O o 00 L1J o w o 0 � N O ~J c.n w 0 rn m N �J 00 ^^ 00 1� Q DATE 11-29-23 DRAWN JCR REVISION REVISION REVISION BY: CITY ENGINEERING DIVISION START L.O. 24" O.C. 34'-0" 20'-0" 17'-6Y2" j 16'-5%" 8 .3 82x6 RAKE WALL FRAMED . 1 N ON TOP CHORD OF 1 30" UPR EAVE GIRDER TRUSS — — — — __ _ — 24" LWR EAVE _ T I F _F'T F — I F r II FANS VENT THRU SIDE WALL OF s� I GABLE END TRUSS N / I \Fo IJ II II II II II II 12"GABLE — II- - — N 4:12 4:12 -_jFAN -jFAN N J m Ln --- - - ----- ----- ----- - - II II II II II II II =c II IloMll IC Q CV � m \o O -- -- - ' T @HIGH �``�J \ o S2 ROOF r — ---- — — --- 12—" GABLE -_ — ----� �o V @ LOW ROOF�� CD o/ N � 14 TJI _110 RAFTERS --@- w 24" O.C. 4:12 PITCH F. o I= @j0 m 4:12 cc CD Io �RIDGE � _ APPROX. PATH OF LIN _ ES-_E-�TSROOF TRUSSES @ 24" O.C. 22'-0"4 PAT. CUT TO 17'-W" 4:12 PITCH. Zn F_THRU RAFTER & ATTIC SPACES FLAT TOP ASREQ'DBYHIP m _ T_T � N _-- _-- CD � L — — — — — — HRV INTAKE Ln Lu THRU WALLACCES TO 4" FLAPPER r� 0 / m @ LOW N @HIGH GARAGE ATTIC SP CE VENT FOR FAN _ II = II II / II , II ROOF N 1 N ROOF > - UNDERWINDOW - - - - III �/ I I HRV EXHAUST — - 24" LWR EAVE — w _Ln o F I Ll �I> , 4:12 4:12 \ y N w i � + \mac / I _ II II II ��II II'N�II II IIIRIDGEII II II II �U II II MONO PITCH TRUSSES 2 24" r� N /� / a II = o \ CD rj O.C. 13'-10" LENGTH 4:12 PITCH 4 FLAPPER �� c� � ��CD VENT FOR FAN - - - _ - '� �� �, o------- ---------- F S1 H S1 i L @ LOW V % I I 5BOT1CHORD / a II " " II II II 4II II ROOF s2 ', / \ _ OF TRUSSES I I a J II II II z w J OOF TRUSSES @ 24" O.C. I I = /22'-0" PATTERN 4:12 PITCH DRAG STRUT TRUSSES EA. SIDE OF S.W. 12" GABLE I I @Ln J DESIGNED FOR 300#/FT LATERAL LOAD — I I Q Co , no�a ( I _ _ _ GIRDER TRUSS N — I I I II I I II o II II EL CD 14'-0" MONO PITCH TRUSSES @ 24" III 'I / I I I I \N \ / \ RIDGE I II I I l - - O.C. CUTTO GIRDER 4:12 PITCH - \\ I / II II II ICI II II II II 24" UP X v ' RICKET OVER\ I Q HIPJACKGIRDER4\ II /HORIZ.VALLEY \\ 4:12 %y a ZD 17! cc II �- MONO PITCH TRUSSES @ 24" _ cc III O.C.11'-6" LENGTH 4:12 PITCH o —/ cc _ 24" LWR EAVE N X = I II II @ LOW II (a, =II II ROOF N — w � w x Q No II L 24" LWR EAVE 10'-6" 22'-0" I 1211 GABLE 11'-6" J V' J w Q p Y O _ < o c� v J0 EAVE 11J Q a w > > F1 SIM. ILL, A Im 8.1 Q I I II > N II EAVE II ca, II @LOWIJ R N J a U' II II II II I N x L_ _ N 24" LWR _ @ LOW ROOF EAVE 24" LWR EAVE 2x4 WALL FRAMED ON TOP a OF LOWER ROOF IN LINE 4-12 410 DF#2 EXPOSED RF RS W/PORCH BEAM @ 36" O.C. 4:12 PITCI i E 8.3 12" GABLE 2x6 T&G CAR-DE0 ING OVER EXPOSED RAF ERS 8.2 12'-0" 18'-5%" 1'-6Y2" F1 S1 0 fV q 0 Lo 0 TO C 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. 11 ATTIC ACCESS - IRC R807.1 22"x 30" MIN. ROUGH FRAMED OPENING. 30" MIN. HEADROOM FROM BOT. OF CL'G MEMBERTO BOT. OF ROOF MEMBER. ACCESS DOOR TO BE WEATHERS TRIPPED & INSULATED. PROVIDE 12" INSULATION DAM AROUND PERIMETER OF OPENING. OVERFRAMING ~� STICK FILL OVER TRUSSES WITH 2x4 HF#2 RAFTERS @ 24" O.C. 48" MAX SPAN. POST DOWN @ 48" O.C. TO TRUSSES BELOW. STAGGER POSTS OF ADJACENT RAFTERS TO ALTERNATING TRUSSES. RECEIVED Dec 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ROOF FRAMING PLAN SCALE: X" =1'-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATP M O 00 M (V J Q�� or Lr) 2 �orN LLJ ( ) M w w J �Q� N ILL. z 0 O Q O W o a Q o Q cc o cr) M o z m (f� O o 00 LLJ o � w o Q � r— , N O ~J L, LLI 0rr- rn 00 N LU 00 DD Q DATE 11-29-23 DRAWN JCR REVISION REVISION REVISION FOR STRUCTURAL ONLY BY: CITY ENGINEERING DIVISION M O 00 M N Lu J Q�� 2 �or Lr) LN �/ L f, W V M W W Y J Q W N � W z O 0 35'-1" 31'-6Y2" TRUSS CUT LENGTH MAX ALLOWED HEIGHT - 376.83' Q ACTUAL HEIGHT - 376.77' 12 CLOSED CELL SPRAY FOAM INSULATION ON UNDERSIDE OF ROOF _ 14 SHT'G. NO VENTILATION REQ'D IN O ATTIC SPACE. COMBINE W/BATT w INSUL. FOR R-49 MIN. IN ATTIC SPACE v / ^ J L� 00 00 ROOF TRUSSES 6' N PER PLAN o L m HNGRS PER I o � JOIST SUPPLIER 24" (f� 0 o CLOSED CELL SPRAY FOAM INSULATION HNGRS PER TRUSS ON UNDERSIDE OF ROOF SHT'G. I SUPPLIER SOLID @ EAVES G LLJ w COMBINE W/BATT INSUL. FOR R-38 MIN. TJI RAFTERS 12 0 IN CAVITY. NO VENTILATION REQ'D IN PER PLANS 41 TOP PLATE Q c� RAFTER CAVITIES DBL TOP PL. FLUSH BM HDR PER PLAN O 2x4 RAFTER TAILS PER PLAN SHIM INSIDE OF HDR 24" SISTERED TO RAFTERS EXTEND CL'G FINISH Q PER TJI RAFTLS TO SLOPE OF RFTRS NON-BR'G INT. O rn WALL. TYP. DR TO BEDRM SUNLESS NOTED SOLID BLK'G m CORNER OF BEYOND SAFETY GLASS N @ EAVES CORNER OF CLOSET BEYOND OF SHOWER LLJ o°°O CLOSET BEYOND BEYOND RAISED TOP PLATE o HALL -LANDING WALK-IN CORNER OF MSTR BATH DBL TOP PL. oo w 00 Q LINEN BEYOND DR PER PLAN WINDOW IN � _ SHIM INSIDE OF HDR FOREGROUND j ISLAND II o ---------J z N � ❑ � N ❑ lD M R-38 BATT. INSUL. UPPER SUBFLOOR o OPEN RAILING - TJI FLR JSTS PER PLAN SOLID BLK'G @ TOP FLUSH BEYOND _ _ J BR'G WALL BM PER PLAN TOP PLATE I, PLYWOOD FACE FOR 'n� HDR PER PLAN. OMIT DROPPED SOFFIT FOR HRV TOP PLATES AS REQ'D 26" DUCTING & PLUMB. TO MATCH HT. OF DROPPED OPEN'G TO PREP. BM OVER FOYER. KITCHEN BEYOND CLOSET DOOR BEYOND 2x6 INTERIOR BR'G WALL FOYER DINING AREA OUTDR LIVING RM o R-23 BLOWN KITCHEN BEYOND IN INSUL. COFFEE BAR KITCHEN ISLAND BEYOND 2x6 @ 16" O.C. FOR LANDING MAIN SUBFLOOR 4MAIN SUBFLOOR AVERAGE GRADE - 351.83' t7 TJI FLR JSTS PER PLAN `D — — — - O SOLID BLK'G @ ALL R-38 BATT. INSUL. (� BR'G POINTS r� AO FULL SECTION SCALE:3/" = V-0" m z Q RECEIVED Dec 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: 8.1 CITY ENGINEERING DIVISION DATE 11-29-23 DRAWN JCR REVISION - REVISION - REVISION - RAISED TOP PLATE TOP TRANSOM R.O. 0 0 2x4 RAFTER TAILS 24" SISTERED TO RAFTERS PER TJI DTLS. TOP & BOT. TJI RAFTERS rPER PLANS SOLID BLK'G @ EAVES 4Y2" BTWN WINDOWS. TYPICAL ALL LOCATIONS 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 2x RAFTERS & CL'G JSTS PER PLAN ��-------�� WINDOW IN I FOREGROUND II II II 11 I I I I I� J �-------�I WINDOW IN FOREGROUND it II I L R-23 BLOWN IN INSUL. -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 12 �4 LOWER TOP PLATE TO FLUSH I JST RFTRS TO TRUSSES BEYOND BONUS RM DR TO HALLWAY BEYOND R-23 BLOW IN INSUL. 12 U 4 � TJI FLR JSTS PER PLAN I', TOP PLATE DBLTOP PL. - HDR PER PLAN FLUSH BM NON BR'G INT.IX 24 SHIM INSIDE OF HDR PER PLAN WALL. TYP. UNLESS NOTED OFFICE R-23 BLOWN IN INSUL. DBL DOORS TO FOYER BEYOND SOLID BLK'G @ ALL BR'G POINTS GUEST R-38 BATT. INSUL. © PARTIAL SECTION OPEN'G TO FOYER BEYOND TJI FLR JSTS PER PLAN SCALE: %" = V-0" 24" CLOSED CELL SPRAY FOAM INSULATION SOLID BLK'G ON UNDERSIDE OF ROOF SHT'G. -@ EAVES COMBINE W/BATT INSUL. FOR R-38 MIN. IN CAVITY. NO VENTILATION REQ'D IN RAFTER CAVITIES 2x6 INTERIOR -BR'G WALL TJI RAFTERS PER PLANS CL'G OF DINING AREA BEYOND DROPPED CL'G TO -MATCH SOFFIT HT BEYOND 2x6 INTERIOR -BR'G WALL GREAT ROOM bo 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 Tnn nl ATr :ORNER OF TOILET RM BEYOND R-23 BLOW IN INSUL. MSTR BATH 2x6 INTERIOR BR'G WALL FLUSH BM. PER PLAN I FLR JSTS PER PLAN WINDOW BEYOND DINING AREA 12" �2� R-21 BATT INSUL. @ GABLE END TRUSSES EDGE NAILING LSL LEDGER W/(5)16d @ EA. STUD & 2x BLK'G W/16d @ 6" O.C. BTWN STUDS OPEN'G & OPEN RAILING j TO UPPER HALLWAY IN CORNER OF FOREGROUND BONUS RM IN L (FOREGROUND I L_ ________ = j 1 1 11 I fir= WINDOW WINDOW z BEYOND BEYOND z 1' I 1' Lu WINDOW BEYOND CORNER BEYOND TJI FLRJSTS 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 WINDOW BEYOND R-38 BATT. INSUL. �C PARTIAL SECTION 12 4 GREAT ROOM SCALE: %" = V-0" FJI RAFTERS PER PLANS FIRESTOP R-23 BLOWN IN INSUL. 2x4 RAFTER TAILS SISTERED TO RAFTERS PER TJI DTLS 24" SOLID BLK'G -@ EAVES RAISED TOP PLATE MAIN SUBFLOOR RECEIVED Dec 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS nATF- 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 Q O N W o 00 rn Q o Q o m cr) M p rl z m (f� O o 00 w CD 0 Q r— N O ~J c.n w Orr- rn 00 N W 00 DD Q DATE R-38 BATT. INSUL. �C PARTIAL SECTION 12 4 GREAT ROOM SCALE: %" = V-0" FJI RAFTERS PER PLANS FIRESTOP R-23 BLOWN IN INSUL. 2x4 RAFTER TAILS SISTERED TO RAFTERS PER TJI DTLS 24" SOLID BLK'G -@ EAVES RAISED TOP PLATE MAIN SUBFLOOR RECEIVED Dec 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS nATF- 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 Q O N W o 00 rn Q o Q o m cr) M p rl z m (f� O o 00 w CD 0 Q r— N O ~J c.n w Orr- rn 00 N W 00 DD Q DATE 11-29-23 DRAWN JCR REVISION REVISION REVISION RY• CITY ENGINEERING DIVISION 1 Ba 0 o, 2x SOLID BLK'G IN GIRDER TRUSS TO ACCEPT TOP OF HNGR GIRDER TRUSS 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 ROOF TRUSSEY PER PLAN WINDOW BEYOND NON-BR'G INTERIOR WALL. LOCATION PER FLR PLAN GIRDER TRUSS NON-BR'G INTERIOR WALL TJI RFTRS @ 24" O.C. 3:12 PITCH FLAT SEAT CUT ON BOTTOM OF RAFTER TO ACCEPT HNGR PER I JST SUPPLIER OVERFRAMING TJI FLR JSTS PER PLAN SOLID BLK'G @ BR'G WALL KITCHEN TJI FLR JSTS PER PLAN OPEN'G TO PREP. KITCHEN BEYOND R-23 BLOWN IN INSUL. R-38 BATT. INSUL. 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 EDGE NAILING_ 11 RFTRS PER PLAN MASTER BEDRM 2x4 RAFTER TAILS SISTERED TO RAFTERS 30" PER TJI DTLS � — WINDOW BEYOND R-23 BLOW R-38 BATT. INSUL. IN INSUL. HDR PER PLAN SHIM INSIDE OF HDR 2-2x6 ON BOT. OF FLUSH BM FOR BOX BM @ SIDE OF OUTDR LIVING RM BEYOND 5/44 TRIM BAND ON - ALL 3 INSIDE FACES OF BM AROUND OUTDR LIVING RM OUTDR LIVING RM OD PARTIAL SECTION SCALE: %" = V-0" I 4Y2" BTWN WINDOWS. TYPICAL ALL LOCATIONS 01x11111I11NYll 31111101011:7 TOP FLUSH BM PER PLAN \ 5/4x8TRIM BAND �@ BOT. OF BM. FLASHING OVER 1 SHIM ON BOT. OF BM TO MATCH BOX BM COLUMN BEYOND 24" TOP OF BM MAIN SUBFLR BEYOND ROOFING PER SPECS 12 EXPOSED RFTRS PER PLAN 4 2x EXPOSED CAR DECKING OVER RAFTERS CORNER OF. FOYER BEYOND SOLID BLK'G EA. SIDE OF EXPOSED BM PER PLAN WINDOW BEYOND WINDOW BEYOND DOOR BEYOND COVERED PORCH �E PARTIAL SECTION SCALE: 3/"=V-D" OVERFRAME ROOF SURFACE ABV 'OFFICE ROOF BLW & EXTEND TO BONUS RM WALL BEYOND 24" TOP OF BM SOLID BLK'G EA. SIDE OF EXPOSED BM PER PLAN 0 0 MAIN SUBFLR BEYOND 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 OPEN RAILING BEYOND BM BEYOND 12" OVERFRAME ROOF SURFACE OF PORCH IN FOREGROUND ABV OFFICE ROOF BLW & EXTEND TO BONUS RM WALL BEYOND 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 EDG NAILING 1 I 2x RAFTERS & CL'G 18/ JSTS PER PLAN 2x6 INTERIOR BR'G WALL FOYER OFFICE TJI FLRJSTS_/ `-R-38 BATT. INSUL. PER PLAN ULARTIAL SECTION 0 o, SCALE: %" = V-0" RECEIVED Dec 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS nnTF- Q 0 V n CV W 00 00 rn Q o Q � o m cr) M p rl z m (f� O o 00 W o � w o Q r N O ~J c.n w 00 rn � m N W 00 DD Q DATE 11-29-23 DRAWN JCR REVISION REVISION REVISION RY• CITY ENGINEERING DIVISION 8.3 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 BYTHE 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 PREVENT THE 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 LISTTHE 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 7402.1.1 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. 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 WALL!" R-VALUE 21 INT FLOOR R-VALUE 30 BELOW GRADE" WALL R-VALUE 10 / 15 / 21 INT+TB SLABd" R-VALUE & DEPTH 10, 2FT FOR SI: 1 FOOT = 304.8 MM, Cl = 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 ATHERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALL ATTHE INTERIOR OF THE BASEMENT WALL. "10/15/21.+57" 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 AT THE INTERIOR OF THE BASEMENT WALL. "57" 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. f R-7.5 CONTINUOUS INSULATION INSTALLED OVER AN EXISTING SLAB IS DEEMED TO BE EQUIVALENT TO THE REQUIRED PERIMETER SLAB INSULATION WHEN APPLIED TO EXISTING SLABS COMPLYING WITH SECTION R503.1.1. IF FOAM PLASTIC IS USED, IT SHALL MEET THE REQUIREMENTS FOR THERMAL BARRIERS PROTECTING FOAM PLASTICS. ! FOR LOG STRUCTURES DEVELOPED IN COMPLIANCE WITH STANDARD ICC 400, LOG WALLS SHALL MEET THE REQUIREMENTS FOR CLIMATE ZONE 5 OF ICC 400. h 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-10 INSULATION. 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 THATARE 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. 3.6a 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 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 QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. 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. PT SILL PLATE, ANCHOR BOLTS & WASHERS PER ENGINEER CONTINUOUS #4 BAR 5" BELOW TOP OF WALL #4 HORIZONTAL BAR @ 24" O.C. n 4 A ° FINISHED GRADE SLOPED FOR 6" FALL WITHIN 10' R PROVIDE SWALE g OR DRAIN. IMPERVIOUS SURFACE o0 TO SLOP 2%AWAY FROM BUILDING - III III -- - - - El Bill 111 11 #4 BAR @ 48" O.C. WITHElhilIll c "MIN =I II II II I111=I 52 STANDARD HOOK. EXTEND TO 3" iii=ll�i�l�i�ll III -III -III -I I I J CLEAR FROM BOTTOM OF FTG o ROTATE AS REQ'D TO MAINTAIN a v PROPER CONCRETE COVER IF REQ'D. 4" TIGHTLINE TO o DAMP PROOFING PER IRC R406 d p CONNECT DOWNSPOUTS z TO APPROVED DISCHARGE. z a SEPARATE FROM 00 m 2-#4 CONTIN. HORIZ. BAR 3" ° FOUNDATION DRAIN. � MIN. CLEAR FROM BOTTOM Q a � d 4 v 00 PER ENG. 14" DIAM. PERF. FOUNDATION DRAIN IN L WASHED GRAVEL & FILTER FABRIC. lo SEE FOUNDATION PLAN CONNECT TO APPROVED DISCHARGE IRC R405.1: DRAINAGE ONLY REQ'D WHERE FOUNDATION WALLS ENCLOSE HABITABLE OR USEABLE SPACE TYPICAL STEM WALL DTL SCALE: 1" = 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 III FLOOR JSTS PER PLAN SHEATHING & NAILING SOLID BLK'G @ ALL PER SHEARWALL SUPPORTS SCHEDULE Y2" GYPSUM BOARD 2-2x6 TOP PLATE za SIDING PER a ELEVATION OVER HDR PER PLAN PLACED TIGHT APPROVED WATER UNDER DBL TOP PLATE. 2" R 10 RESISTANT BARRIER INSUL. @ 4x HDRS o 2x6 STUDS @ 16" O.C. i3: INSULATION PER ENERGY NOTES IA o YS" GYPSUM BOARD FLOOR TO WALL DTL 2x6 STUDS @ 16" O.0 INSUL. PER ENERGY NOTES Y2" GYPSUM BOARD 3/" T&G OSB SUBFLOOR. EXTERIOR GLUE & 8d @ 6" O.C. EDGES & SOLID BLK'G & 12" O.C. FIELD rFLOOR JSTS PER PLAN / INSUL. PER ENERGY NOTES IVI SOLID BLK'G @ ALL SUPPORTS 18" MIN. CLEAR. 12" UNDER BEAMS & DUCTS. INSUL. PLUMB. & MECH. OPTION 2: X" WASHED ROCK OR PEA GRAVEL U77APOR RETARDER. SLOPE TO POSITIVE DRAIN 6 MILVISQUEEN VAPOR RETARDER. 6" MIN. OVERLAP WITH JOINTS SEALED OR TAPED. EXTEND 6" MIN. UP STEM WALL IF REQ'D. 4" TIGHTLINE TO CONNECT DOWNPOUTS. SEPARATE FROM FOUND. DRAIN SCALE: %" = 1'4" 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 a?II;. t if: SEE STEM z '.11- WALL DTL 2 IL. 00 c �. 4 n OPTION 1: 4" DIAM. PERF. FOUNDATION DRAIN IN WASHED GRAVEL & FILTER FABRIC. CONNECT TO APPROVED DISCHARGE CRAWL - STEM WALL DTL SCALE: %" = V-0" STANDARD DETAIL. ACTUAL STAIR MAY VARY. SEE PLANS FOR DIMENSIONS q m FOR TREADS, RISERS & NOSINGS, GREATEST DIMENSION MAY NOT = EXCEED THE SMALLEST IL DIMENSION BY MORE THAN %" FIREBLOCK ADJACENT WALLS PER IRC R602 z 1Y4"-2" DIAM. HANDRAIL CONTINUOUS w ON 1 SIDE OF STAIR. 1Y2" MIN. SPACE TO WALL. RETURN ENDS TO WALL OR NEWELL. RAILTO SUPPORT 200# LOADop APPLIED IN ANY DIRECTION. 4Y2" MAX ZD b ENCROACHMENT INTO STAIR. = Wx 12" OSB STEPPING TREADS M 1x8 RIPPED RISERS %" MIN. -1 Y4" MAX. NOSING Y16' MAX RADIUS. NOSING NOT REQUIRED FOR RAFTERS PER PLAN COMPOSITION ROOFING OVER 30# FELT %6' OSB ROOF SHT'G 12 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 10" MIN 36" MIN. DIR. OF TRAVEL WIDTH TO MATCH STAIRWAY SERVED WHERE DEPTH OF STRINGER GREATER THAN DEPTH OF FLR JSTS PROVIDE 3/" NAILER SECURED TO JSTS. NAIL THRU NAILER INTO END OF STRINGERS TREADS IS 11" OR GREATER 2x12 STRINGERS @ 16" O.C. 2x4 THRUST BLOCK MAX. 2x4 STIFFENER 1 SIDE i PROTECT ACCESSIBLE ENCLOSED SPACES WY2" GWB TYP. INTERIOR RESIDENTIAL STAIR DTL IRC SECTION 311 SCALE: %" = V-0" 2x VENT BLOCK. 3-2" DIAM. HOLES COVERED Wes" CORROSION RESISTANT MESH BIRDS MOUTH RAFTER TO MATCH TRUSS TAILS. SOLID BLK'G @ WALL LINE Y2" CCX PLYWOOD @ EAVES BATT INSULATION PER ENERGYIMETAL GUTTERS NOTES WITH 1" MIN. AIR SPACED) X PER SPECS Y 8" GWB OR SAG RESISTANT s �"x 8 FASCIA Y," GYPSUM BOARD PER PLAN H10R H2.5 EA. TRUSS z SHEATHING & NAILING TO TOP PLATES PER SHEARWALL 2-2x6 TOP PLATE w 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 Y2" GYPSUM BOARD RAFTER TO WALL DTL PER PLAN 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 SOLID BLOCKING @ ALL BR'G SUPPORTS POST TO BEAM POSITIVE CONNECTION. 2x TIES OR MTL CONNECTOR EA. SIDE PROTECT POST BASE W/90# ROOFING OR EQ. SECURE POST TO FOOTING W/MASB12, LMA4Z OR EQ. INTERIOR GRADE INTERMEDIATE BRIG DTL SCALE: %" = V-0" 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 WIY4" CORROSION RESISTANT MESH Y2" CCX PLYWOOD @ EAVES PER ENERGY NOTES METAL GUTTERS L� PER SPECS %" GWB OR SAG RESISTANT Y2" GYPSUM BOARD PER PLAN %"x 8 FASCIA H10R H2.5 EA. TRUSS TO TOP PLATES z SHEATHING & NAILING 2 2x6 TOP PLATE a PER SHEARWALL HDR PER PLAN PLACED TIGHT w SCHEDULE 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" SIDING PER ELEVATION OVER APPROVED WATER RESISTANT BARRIER 2x4 STUDS @ 16" O.C. 2x6 STUDS IF NOTED ON PLANS SHEATHING & NAILING PER SHEARWALL SCHEDULE 2x BASE PLATE 2-16d EA. STUD PT SILL PLATE, ANCHOR BOLTS 3Y2" CONC. SLAB OVER 4" BASE. &WASHERS PER ENGINEER FILL & COMPACT AS REQUIRED - z N j.00 4. I. I SEE STEMWALL DTL 2 00 IF REQ'D. 4" TIGHTLINE TO e CONNECT DOWNPOUTS. PER IRC 405.1 SEPARATE FROM FOUND. DRAIN FOOTING DRAIN ONLY REQ'D WHERE FOUNDATION WALLS ENCLOSE USABLE SPACE. GARAGE - STEM WALL DTL RECEIVED Dec 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE: %" - 1'-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION 1 Q O (J") N �J CD 00 rn Q o Q o m cr) m p rl z m (f� O o W p � w o Q � � N O ~J c.n w 0 rn � m N �J 000 0 Q LJ_ 0 m z Q DATE 11-29-23 DRAWN JCR REVISION REVISION REVISION - 9 E: E 0 U w m o: (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 GRADE PER PLAN) (2) #4 BARS TOP CONTINUOUS #4 @ 16" O.C. VERT. @ CENTERLINE OF WALL #4 @ 10" O.C. HORZ. 10 MIL. 'BLACK' VISQUEEN VAPOR BARRIER. 48" MAXIMUM I UNYIELDING UNBALANCED (2)#4 CONT. 5" 6" 5„ A EXTERIOR SHEARWALL s1 @ CRAWL SPACE 3/4"=1'-0" X Q 00 00 PLY. EDGE NAILING 2x SILL PLATE w/ %" '@ HOLDOWN STUD ANCHOR BOLTS OR EXPANSION BOLTS PER (2)2x STUDS SCHEDULE STHD14 w/ 38-16d (2) #4 CONT. (TYP SINKERS NAILS NA I STRAP LOCATION EXPANSION L4--i PER PLAN JOINT/ THERMAL EDGE NAILING BREAK v FINISH 1=1I1=1I1=1I1=1I1=1 I I _ 00 GRADE -III AI I I I -I I I -I I I- 1=1 I I -III -III -I I' X o #4 @ 16" O.C. VERT. I ° III -III -III= z a 0 1= b I I-1 I I -III -I' Q #4 @ 10" O.C. HORZ. - ° I I I -I I I -III - - Q Y 1=1 � . 11=1 11=1 11- 00 00 m Z m 1 STANDARD HOOK(TYP.) 48" MAXIMUM [511 6" 5" UNBALANCED E� EXT. SHEARWALL @ 3/4"=1'-0" FLOOR PL) FLOOR JOIN (PER PLAN (2)#4 CONT. SLAB 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 3 4)1=1 -0 11 (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) TOP FLANG HANGER o #4 BARS TOP v J CONTTIN11UggOUppSCC ER Q 4CENTERLINE' OVF 1 Z Q #4 @ 10" O.C. HOR m 6 MIL. 'BLACK' VISQUEEN VAPOR BARRIER. BOTTOM PLAT PER SCHEDUL FLOOR PLYWO FLOOR J (PER PL PYL. EDGE NAILING TO EACH STUDS @ HOLDOWN CONT. PLY. TO SILL PLATE SIMPSON STHD14 w/ 38-2 1/2x. 148 NAILS TO DBL. STUDS (STRAP LOCATION PER PLAN) 12d @ 3 O.C. 8d @ 6" O.C. EDGE NAILING PER SCHEDULE ' FINISH - GRADE c° °I x z Ld Q I � ZJ TALL ° bo. I- o m ?. �- C-3 � z Q �m ' 00 _ UNYIELDING SOIL 5 6' (2)#4 CONT. EXTERIOR SHEARWALL @ CRAWL SPACE 3/4"=1'-0" SIMPSON H1 EA. END/EA. TRUSS PLY. EDGE NAILING 2x VENT BLK'G. w/ 1Y2"0 VENT HOLES (AS REQ'D. PER ARCH.) w/ (2)16d TOE NAILED @ EA. TRUSS/ EA. END EDGE NAILING WALL SHT'G. PER SCHEDULE EAVE @ ROOF (TRUSS 3/4"=1'-0" 8d @ 6 ROOF F 2x VEN BLK'G EDGE NAIL PLYWD SCHEDI DOUBLE PORTAL FRAME ° ° ° ° ° ° ° I° ° 3 1/2"x11 1/4" MIN. HDR. I° (BUILT-UP, SOLID SAWN, LGL, ETC.) ° o°- u1 L° FASTEN T.PL. TO HDR. W/ 2 ROWS OF 16D SINKERS @3" ox. (TYP.) 2400 LB HDR. STRAP OPPOSITE SHEATHING AS SHOWN SEE SECTION A -A) (TYP. 1°11° (MSTA24) X a °11°11 °1°I I° FASTEN SHEATHING TO HDR. W/ 8D COMMON °1°1 NAILS IN 3" GRID PATTERN AS SHOWN AND 3" ox. o 1 °1°1 1°1 1.1. IN ALL FRMNG. (STUDS & SILLS) TYP. 0 °°---------- 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 " 3500 LB HOLD DOWN STRAP APPLIED 11 OVER SHEATHING INSTALLED IN CONCRETE PER MANUFACTUREERS INSTRUCTION (STHD14) °1 - °Io � -To 0 oTo °1 �- ° °T° °r° ° (2) 5/8" DIA. ANCHOR BOLT W/ 7" MIN. a i° EMBEDMENT @ 8" o.c. & 3"x3"x1/4" PLT. WASHER la I L_ ai L_ a I I ° I' L--J I L° m L- a a a a a aa a 16"W x 8"T CONT. FT'G. °12"x16" CONT. I 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 MIN. LATERAL PANEL 3 4 =1 -0 py 8d @ 6" O.C., TYP. PLY. w/ EDGE NAILING TRUSS DRAG m STRUT PER w CL RAFTERS @ " � PLAN DESIGN O.C. N z A35 CLIP @ 16" FOR 300#/FT v)z O.C. TRUSS TO LATERAL LOAD 4PSON H2.5 DBL. PLATE IP @ EA. FTER III 2x BLK'G. @ 24"o.c. w/ A35 EDGE NAIL EA. END EAVE @ STICK -FRAME ROOF 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 7-0" LSL RIM J❑IST- 0 cV CS16 STRAP/ FILL ALL HOLES w/ 8d NAILS 0 N PLY. PER SCHEDULE DRAG STRUT TRUSS (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 SHEARWALL P BOTTOM PLAT PER SCHEDUL EDGE NAILING FLOOR PLYWO JSTS PER PLf SHEATHING FILLER IF NEEDED °I ° ° ° ° ° I ° 2400 LB ° I ° ° ° ° ° ° 1° HDR. o-a -----X STRAP III II (MSTA24) IJI I I 16D 1. SINKERS 11 21$ROWS @ 3 o.c. TYPICAL POST FRAME CONSTRUCITON °11°1- - --- ---- ° O a- ° --° 01°1 7/16"MI THICKNESS I K 2x FRAMING WOOD STRUCTURAL PANEL o of .1. I I al I° I I a a i__J 16"W x 8"T CONT. ° A FT'G. w/ (2) #4 BAR CONT., (TYP.) SIM. DETAIL E/S1 SECTION A -A A -A SIDE ELEVATION ONE STUD @ EACH SPLICE (T` PLATE STUDS 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" ...v�iv uuiJ SHEARWALL PERPENDICULAR TO FLOOR JOISTS SHEARWALL PI BOTTOM PLATE PER SCHEDULE EDGE NAILING FLOOR PLYWO( JSTS PER PLA P 6" O.C. __._. BEAM PER PLAN SHEARWALL PARALLEL TO FLOOR JOISTS INTERIOR SHEARWALL TO FLOOR BELOW 3/4"=17-0" RECEIVED Dec 15 2023 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 1PER ICC-ES EVALUATION REPORT HOLD DOWNS &STRAPS PER 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. . It U"' o� Z� (.0 N >Q j � 0 ) m J Lj �U' Y CN I..L 2 W Y X cD W z � Z� � N m O M W rI� O N m v � N � (D°° Z N W0�� W _ co CO�- N `��aher2a vOF WASly y� LI 9 Cl) 2 z STE?S5) l's IO NA L 1 NC / Project Project No. Drawn By Date 08-28-2023 Sheet si 12%18" PLOT = 1/2 SCALE FLOOR PLYWOOD FLOOR JOIST EDGE NAILING SHEARWALL PER 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. 8'-0» (6) 16d BRACE TO BLOCK 2x TRUSSES @ 24' D.C. 2x ❑UTRIGGER (❑PTI❑NAL) EGDE NAILING ° 8d @ 4' D.C. / DBL. TOP CHORD PLY. TO BLOCKS H❑RZ, WEB BRACING BY (2)A35 CLIPS 0 0 0 0 TRUSS MFGR, PER T.P.I. SPECS. (2)2x6 BLOCK 1 NAIL TO ALL TRUSSES 4 16ci @ 6' D.C. (2)2x6 CONT. @ GABLE -END TRUSS 1-41 0 0 0 0 MID HEIGHT 0 0 0 STRUCTURAL TRUSS w/ 2x4 FLAT INLET STUDS @ 24' D.C. (2)A35 CLIPS (ONE EA. SIDE) (2) 2x6 DIAGONAL 'T' BRACE 16d @ 6' D.C. (TRUSS TO 2x6) 2x ® 1 E ( PLY SCHE BEAM PER @ RIDGE AND @ 10'-0' D.C. MAX. (VERIFY w/ TRUSS MFGR.) 2x6 CONT. 16d @ 6' D.C. 2x6 C❑NT/ TO TOP PLATE TYP. GABLE TRUSS DETAIL 3/4"-17-0" ( TYP. ) UPSET BEAM @ FLR. aN PER �N EDGE NAILING 7/16' O.S.B. OR 1/2' PLYWOOD EDGE NAIL. 8d @ 4"o.c. EDGE NAILING END RAFTER EDGE NAILING SHEARWALL PER PLAN A -zr, (, , n"o.c. _YWOOD SHT'G. RAFTERS PER PLAN E.N. @ (2) SIDE PLYWD. EXT. SHEARWALL TO ROOF ABV. N.T.S. BOTTOM > NAILING PER SCHEDULE RIM JOIST PER PLAN FLOOR PLYWD ivi ivi ini iIf ni JOIST PER PLAN DIRECTION VARIES DECK LEDGER NO PAVERS EXTERIOR WALL PER PLAN EDGE NAILING DECK PLYWD JOIST HANGER �(SIMPSON "U" HANGER) DECK JOIST PER PLAN SIMPSON DTT2Z ® 8'-0" O.C. AND AT EACH END TO DBL JOIST w/ 1/2" dia x 3 1/2" LONG LAG SCREW TO (E) DBL TOP PLATE PT 2x10 LEDGER W/ (4) 16d ® 12"o.c. AND (1) 1 /2"dia LAG SCREW @ 12"o.c. STAGG. EDGE NAILING EXTERIOR WALL PER PLAN 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 2x6 BLOCKING W/ 16D AT 6"OC EDGE NAILING HANGER EACH TRUSS TO LEDGER PREMANUFACTURED ROOF TRUSSES PER PLAN ROOF DIAPHRAGM ROOF SHEATHING PER NAILING PER STRUCTURAL NOTES STRUCTURAL NOTES 8d @ 6" O.C. 2x4 BLOCKING, RBC @ 24"o.c, VENT BLOCKS AS REQ'D PER PLAN SIMPSON H1 EA. TRUSS POST CAP PLAN — POST OR WALL PER PLAN HANGER ' 2x8 LEDGER w/ (3)16d 16"o.c. EA STUD BEAM OR DBL. TOP PLATE TRUSS TO WALL 8c LEDGER TO WALL 2x8min. LEDGER 16"o.c. EA S' 6"o.c. TO 2X CONT. WALL SHE PER SCHEDULE 8d@4"o.c. EDGE NAIL PLY. TO EACH TRUSS ROOF TRU S DESIGN FOR 300# FT OF LATERAL OAD (4)12d TO 2x4 FLAT TO TOP PLT. 2x4 FLAT @ 12" O.C. (2)16d IEDULE ROOF TRUSS PARALLEL TO S.W. 3/4"=17-0" 3/4"=1'-0" NAILING BLOCKING 6D AT 6"OC RECEIVED Dec 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ■ co U o� �r- Z Q N 75; 0 r ) v � m L0 � J W W w z LL N Z oo � C: CO W r I"� O N m `f a N � a0 Z(D W0�E W r M CO N W H � N �Taherza� 24 r � �ss��)NAL��C�`�• Project Project No. Drawn By Date 08-28-2023 Sheet S2 12"x18" PLOT = 1/2 SCALE m 2. GENERAL STRUCTURAL NOTES (The following applies unless specifically indicated otherwise on the plans.) ALL MATERIALS & WORKMANSHIP, DESIGN, & CONSTRUCTION SHALL CONFIRM TO THE REQUIREMENTS OF THE DRAWING SPECIFICATIONS, INTERNATIONAL BUILDING CODE, 2018 EDITION. DESIGN CRITERIA ROOF LIVE LOAD (SNOW) 25 psf SPRINKLERS 2.0 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 100mph (BASIC WIND SPEED) EXPOSURE 'B' (RISK CATEGORY II) Kzt = 1.20 EARTHQUAKE Ss=1.60 S11 =.57 (CLASS 'D') LIGHT FRAMED SHEAR WALL R=6.5 ALLOWABLE SOIL PRESSURE 1,500 psf. (NATURAL SOILS or COMPACTED) SEE PLANS & COMPUTATIONS FOR ADDITIONAL LOADING CRITERIA PER I.B.C. SECTION 1603 & SECTION 1607 3. 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. 4. 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. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING & SHORING FOR THE STRUCTURE & STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS & THE METHODS, TECHNIQUES, SEQUENCES & PROCEDURES REQUIRED TO PERFORM HIS WORK. 7. 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. 8. 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. 9. 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. 10. 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. 11. 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 OR AS DIRECTED BY THE SOILS ENGINEER. 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,OOOpsi MINIMUM STRENGTH) SHALL BE FURNISHED BY AN APPROVED MANUFACTURER & SHALL BE MIXED & PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURE'S PUBLISHED RECOMMENDATIONS. STEEL 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 '7ENERAL: 41_1_ WELDING IS REQUIRED TO BE DONE BY A WABO CERTIFIED WELDER & HAVE SPECIAL INSPECTIONS BY WABO CERTIFIEC NSPECTION AGENCY, OR BE DONE IN A WABO CERTIFIED FABRICATION SHOP. SAVE EITHER THE SPECIAL INSPECTION REPORT OR WABO FABRICATION SHOP CERTIFICATION AVAILABLE ON SITE FOR THE 3UILDING 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 E71T, 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. 27 29 30 01 32 WOOD 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 #1 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 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. 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. 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. 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 [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. AS ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO TM 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 LICE 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. RECEIVEC Dec 15 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ■ UC) o o rn z_CY) � Q N O �^ VJ -0 c 0 J CU L0 X W LU Z � z L 4- o N � o M W rI� O N m v N °° Z`� a� LO W E w _ co L.L r- ti N E O U r P cn a� r- .M c w m �Taherza� jN - OV WWASly % 24 r :* /ONAL'0�Cl r/' fIro r-Pb2tZi` Project Project No. Drawn By Date 08-28-2023 Sheet S3 12%18" PLOT = 1 /2 SCALE