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REV1 APPROVED BLD- BLD2022-0439+Architectural_Plan+10.30.2023_10.46.42_AM+3868535W (Ci O N O co N CL 0 N M N O cn- N O F. O © © Q O O O 6'-811 ,, 7'-411 ,, 16'-1" 5'-511 ,, 3'-3" ,, 10'-6v' o (AA 7 0 �228'-V 03.01 03.06 .B.O. FOOTIN 101.13 T.O.W. 235'-8" B.O. FOOTING 235'-2" r n --T-----1---D ------------- — — ------------�— o I — — — — — — — — — — — — — — — — — ---------------------------------------------------t -- fi— r--------------� 1 1 - II _ T.O.W.237'-8" 1 7 1 /4" M III 1 p 12'-7 3/4" LO j 1 Wg 103.19Lo II LO I I W6 1 II l I +237' 1 F_ 7 �i �I 4" SLAB ON GRADE I I N - I 1 U B.O. FOOTING 227'-7" 1 O L-- J _ _ T.O.W. 237'-0" j I LO CRAWL SPACE 11 1 1 II I I I I 1 N +229'-6" ZI 10 LU I El I I N I ElI I I r----- 1 r - ---- I El - I I I I I 1 L--J L--J L--J L__J 1 ❑ 1 1 F-------I-- o----------, I • 1 6'-1 /2" 7'-3 1 /2" 6'-7 1 /2" 6'-9" 2'-10 1 /2" 1 5'-3" 1 I 6" U 4 I I I � z 14'--- 34'-1" 1----J O (� 8" 15.19 T.O.W. 235'-0" I 1 �j B.O. FOOTING 228'-0" 1 I T.O.W. 235'-8" 1 I A.15 A.15 1j 1 4" SLAB ON GRADE I I I +235' i 1 I I j I 1 r----------------------- 1 I 1 M 1 00 j 1 :�t T.O.W. 235'-0" T.O.W. 235'-8" 1 I T.O.W. 235'-0" 1 M -� �-��,--------� ----1 1 1 L- - - - I -- -- - - - - - - I r� D __;I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L.� — — — — — — — — — — — — — — — — — — — — J Eo r B.O. FOOTING 228'-1" B.O. FOOTING 234'-0" T-10" 8'-5 3/4" ~ 35'-4" 8114" 7 1 /4" 0 0 0 Q Q Q 1 A.7 GENERAL NOTES: 1. REFER TO STRUCTURAL FOR DIRECTION, SPACING, SIZE AND SPECIES OF STRUCTURAL BEAMS AND JOISTS. N REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION BUILDING OFFICIAL Nov 16 2023 APPROVED DATE APPROVED ALL WORK SUBJECT PLANS MUST BE TO FIELD TO FOR ON JOB SITE CODE COMPLIANCE B.O. FOOTING 235-2 B.O. FOOTING 234'-0 i i The following documentation shall be available on site for the building inspector: '. ❑ COE APPROVED ARCHITECTURAL PLAN SET ■ ❑ COE APPROVED STRUCTURAL PLAN SET ; ❑ COE REVIEWED CALCULATION PACKET ■ ❑ ENERGY CREDIT WORKSHEET = ❑ SITE PLAN : ❑ CIVIL PLAN ■ ❑x ORIGINAL APPROVED ARCH. PLANS x❑ ORIGINAL APPROVED STRUCT. PLANS CITY OF EDMONDS BUILDING DEPARTMENT 2021 ■ v HI BASEMENT SCALE: 1 /4" = V-011 KEY NOTES 01 GENERAL 01.13 CRAWL SPACE ACCESS MIN 24" X 24" PER SRC 408.4 03. CONCRETE 03.01 REINFORCED CONCRETE FOOTING PER STRUCTURAL 03.06 C.I.P.C. FOUNDATION STEM WALLS PER STRUCTURAL 03.19 2' CONCRETE PILE PER STRUCTURAL 15. MECHANICAL 15.19 COMBINED SMOKE AND CARBON -MONOXIDE DETECTOR L U Q) M to v p v 00 00 Ln00 aJ 0) i C� L U M Ll1 0 V � U U N a � Q, —LnU Q m 0 L 0- Q LLI U z LLI v) _ CV w CD 00 Q Q w - (V v) w V Z cN 0 E BLD2022-0439 J H m w w w w LLJ N 0 M 't LL W W W(D W W O O (� Z LO 0 w w w W w w w -0 D_ D_ a > a D_ C)� _0 -0 NN N N N N N N 7 N N O N O O O O O V(D N U) .(n REVISION J Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES QDEPARTMENT U .z z Q 0 J LL 0— N c W cri N O Cn N O_ 0 N_ M N O cn- N O CV N ;;t � O GENERAL NOTES: 0 © © 0 0 0 49'-3" -8" 7'-4" 16'-1" ,, 5'-8" ,, 3' 9'-8 3/4" 7'-2 3/4" 2'-2" 12'-4 1/2" 1, 4'-1/4" 3'-1 3/4" 3'-2" _o A.7 Q N Z Q M WATER MAIN SHUTOFF 1.0 1 1.03 w1.04 7'-3 1 /2" 0 Q IN LAUNDRY ROOM e1.0 O Ip / 15.08 F - -J Oo II II II ®o o® i II N D W 11 - 12.26 1 11IO2 I I �f-10 3/4,, KITCHEN 11.03 Co PANTRY o LAUNDRY MUD I 3'_4" Sfl T-11 1 /4" T-8 3/4" `) 5'-4 1 /2" 9'-11 1 /2" - 2' Z 41 1 II II I'143/ w 15.17---- L - - -------- --------�- W5.1 CO2 N +235' 5 V-1 /2" VFYI MANE. 2" I �II i 10.09 -- ------ --L _ 1 Sfl +235' � � 5 1 /2" 14'-7 3/4" 15'-4 1 /4" 415.07 5'-1 " DINING LIVING 15.18 IV5.2 ir '---I08.17 A.15 A.15 Sfl o _ i1.0 Co I o z BATH-1 wTT 1 iv 15.1 �08.17 - TI 0 CV Q 10'-6 3/4" 1. GUARD RAILS TO RESIST 200 lb CONCENTRATED LOAD ON TOP RAIL AND 50 PSF LOAD ON INFILL COMPONENTS. MAX 4" CLR BETWEEN INTERMEDIATE RAILS. 2. REFER TO STRUCTURAL FOR DIRECTION, SPACING, SIZE AND SPECIES OF STRUCTURAL BEAMS, JOISTS AND RAFTERS. 3. NFPA 13D RESIDENTIAL FIRE SPRINKLER SYSTEM TO BE INSTALLED UNDER SEPARATE PERMIT. BUILDING AREA: TOTAL HEATED: HOUSE 1,098 SQFT + BASEMENT 540 SQFT = 1,638 SQFT COVERED WALKWAY: 157 SQFT DRIVEWAY STEPS: 46 SQFT N 1.0 wif '-51/4" 71/2" 9'-1 PLAN LEGEND: ,40 WHOLE HOUSE FAN 75 CFM PER IRC M1505.4.3(1) BATH/LAUNDRY FAN MECHANICAL EXHAUST CAPASITY OF 50 CFM INTERMITTENTLY OR 20 CFM CONTINUOUSLY PER IRC TABLE M 1505.4.4 O KITCHEN FAN 100 CFM INTERMITTENTLY OR 25 CFM CONTINUOUSLY OPERATING PER IRC TABLE M1505.4.4 oD COMBINATION SMOKE DETECTOR/CARBON MONOXIDE HARDWIRE AND INTERCONNECTED WITH BATTERY BACKUP PER IRC 314 AND IRC 315 235 I ME15 R @ 6-7/8" 11" T UP 9-103/ 10. ENTRY --I 15.19 +237' C aD WIRELESS AFF INTERCONNECT I1 I SMOKEMEAT 11.0 o i1.0 13'-13/4" FAMILY / +235' GUEST I Sfl e1.0 23 2'-1 3/4" 2-6 /�+7 11 2 I-4" 2'-6" 3'-211 1 A.7 _o Q 1'-5" -4 1/4" PER 1204.4 LIGHTING AT STAIRS ENO LESS THAN 1 FOORCANDLE IuI �n c� CV v +237 OVERED WALKWAY 9 Lp •CP 1 +237.5 in / iLA J = +237' Uj i \ WIRE ESS INTER NNECTED )_ SMOKE/ AT AIARMN�� SO 06.15 2- , BASEMENT / (NOT TO BE US h +236.7' cpl \` �\ 1 �o WE UNDERSTAND THATA FIRE SPRINKLER DESIGN IS / REQUIRED FOR THIS r'- PROJECT. IT WILL BE PERMITTED SEPARATELY. ✓ / 23 �I FIRST FLOOR SCALE: 1 /4" = V-0" O00 °C v KEY NOTES I.-_O1 ,0vol . 06. WOOD & PLASTIC 06.15 WOOD FRAMED STAIR M u1 LANDING W 08. DOORS & WINDOWS C=:a:1O 2 c Q) c 08.17 OPEN CORNER SLIDING U U N GLASS DOOR em a ��Q try U O_ 10. SPECIALTIES 10.09 SHIP'S LADDER PER IBC 1011.15 10.12 GUARD RAIL GUARD RAILS TO RESIST 50 PSF LOAD ON INFILL COMPONENTS. MAX 4" CLR BETWEEN INTERMEDIATE RAILS 11. EQUIPMENT 11.02 30" COOKTOP MODEL TBD, OWNER FURNISHED CONTRACTOR INSTALLED 11.03 FRIDGE MODEL TBD, OWNER ui FURNISHED CONTRACTOR INSTALLED ♦ 1 12. FURNISHING 12.26 BUILT IN BENCH ui 15. MECHANICAL Q 15.07 CLEAR AREA OF SHAFT ABOVE FOR FUTURE FIREPLACE FLUE iv^J CN _ 15.08 KITCHEN EXHAUST MIN 100 CFM INTERMITTENT, MIN 2.8 CFMNVATT. MAX 400 O7 CFM CAPACITY. > 15.17 BATHROOM/UTILITY Q EXHAUST MIN 20 CFM CONT OR 50 CFM w INTERMITTENT, MAX 0.35 WATTS/CFM, MAX 1.0 SONE J N (n 15.18 WHOLE HOUSE n MIN 75 CFM VENTILATION V o z 15.19 COMBINED SMOKE AND CARBON -MONOXIDE L DETECTOR � LJ1 J1 m > 0 a Q BLD2022-0439 J m U) U) w Ill Ill w w U) U) U) U) N U) CO 't L.L 0 w w Ill w w o U) 0� Z 0'- 0 H H U H H a w w w w w w w -0 D- D- d > d 0- _0 N N N N N N N 0 0 U-) CD M O 6 6 M 5 - - 7 N N O N o o 0 6 0 REVISION fy Oct 30 2023 O CITY E DEVELOPMENT SERVICES DEPARTMENT 0 J LL r~ Z LL N O O of c Ld w cri a� O O Co N CL 0 N M N O N CI-) N O O © © O O O O 49'-3" if 5'-8" 5' w2.08 Cn s 6' M N / � Cl)- - - ( o V Co N O N 12.0 I 12.0 5 +245.58' N o _ W 0 6 N I 15.17 I sfl N ATH-3 O �, �9 / W5.1 in N 1 5 ti - EQ EQ 1 10 I - 5'-8" 2'-9 1 /2"-"--9-1/2 - M 8'-10 1 /4" N 1'-8" 1'-4 '-6" - /2 A.10 I -----------------------------r?. �\\ �\\ 12.0 N 12.0 I 1 sfl �IIIIIII� IIIIII�IIIIIII� � �IIIIIII�IIIIIII�IIIIIII�IIIIIII�IIIIIII�IIIIIII D�'�` \ Lo P9 � a � Ti2l� sfl I I ® � i2.0 3 1 1 EQ EQ 4'-1/2 3 - 3/4" EQ EQ A.15 .15 M. BEDROOM 5 5 2 317 / I o _ BEDROOM 2 BEDROOM 3 0 - I - i I i L-� I IF 2.15 w2.14 2.13 1 2.1 �19 I \ ' � 12.27 I OPENABLE AREA: OPENABLE AREA: OPENABLE AREA: I� L 18 SQFT 18 SQFT 18 SQFT \ SILL HEIGHT: SILL HEIGHT: SILL HEIGHT: 36" (36" MAX PER 36" (36" MAX PER 36" (36" MAX PER WAC 296-15OM-0550 WAC 296-15OM-0550 WAC 296-15OM-0550 I 3(d)) 3(d)) 3(d)) v I I I I F- A �� L -� I-� I r - V� \ \ L_ L_J L_ 0 0 _o \ QN Q`Y' A7 vQ \\ \ 10'-5" 3'-7" 7 1 /4" 2'_6" 8" 6'-8" 2'-2" 7'-4" 6-6 3/4" 7'-4" QN ti� A7 \\ d' 3 Off` •u � \ \ - GENERAL NOTES: BUILDING AREA: 12.24 1. GUARD RAILS TO RESIST 200 lb CONCENTRATED LOAD ON TOP TOTAL HEATED: \ - HOUSE 861 SQFT + GARAGE 56 S 0QFT = 1 367 SQFT L \ STEAM/ 12.24 sfl SHOWER N LOFT o N N +244' = N -..n - 1 CV Co W W5.1 - 5'-8" L 10.9 I � OPEN TO 1 BELOW o I III 1 II 1 .15 A.15 M. BEDROI I o N 2.1 LOFT PLAN 2 SCALE: 1 /4 = V-011 16'-1" , 5'-8" 3'-8 1 /2" 51 2'-6" 10'-10 3/4" A7 � Q M 07.50 2.05 07.5012.24 2.06 `ti 12.04 STEAM/ 12.24 SHOWER - I-= - M-EN .BELOW RAIL AND 50 PSF LOAD ON INFILL COMPONENTS. MAX 4 CLR BETWEEN INTERMEDIATE RAILS. 2. REFER TO STRUCTURAL FOR DIRECTION, SPACING, SIZE AND SPECIES OF STRUCTURAL BEAMS, JOISTS AND RAFTERS. 3. NFPA 13D RESIDENTIAL FIRE SPRINKLER SYSTEM TO BE INSTALLED UNDER SEPARATE PERMIT. PLAN LEGEND: (4 WHOLE HOUSE FAN 75 CFM PER IRC M1505.4.3(1) 0 BATH/LAUNDRY FAN MECHANICAL EXHAUST CAPASITY OF 50 CFM INTERMITTENTLY OR 20 CFM CONTINUOUSLY PER IRC TABLE M 1505.4.4 fv, KITCHEN FAN 100 CFM INTERMITTENTLY OR 25 CFM CONTINUOUSLY OPERATING PER IRC TABLE M1505.4.4 CD COMBINATION SMOKE DETECTOR/CARBON MONOXIDE HARDWIRE AND INTERCONNECTED WITH BATTERY BACKUP PER IRC 314 AND IRC 315 N Z 1 4) \ \\ +246' \ � I GARAGE 22 x22 -1 \ I \ \ I ` .-VA DRIVEWAY \ I / / / PROVIDE CIRCUIT / / \ FOR EV CHARGER SECOND FLOOR LOWER ROOF SCALE: 1 /4" = V-0" KEY NOTES w v o o OC 00 00 07. THERMAL & MOISTURE �0 v 07.50 DOWNSPOUT C) LV C �,o N 10. SPECIALTIES 10.09 SHIP'S LADDER PER IBC 1011.15 = v i C 10.12 GUARD RAIL C) U N GUARD RAILS TO RESIST 50 Ln p v1 PSF LOAD ON INFILL Q v Q COMPONENTS. MAX 4" CLR - Ln U Q BETWEEN INTERMEDIATE RAILS 12. FURNISHING 12.01 DESK TBD 12.04 MASTER BATH VANITY 12.23 BUILT IN BOOK SHELF RAILING HEIGHT 12.24 BUILT IN WINDOW SEAT 12.27 BUILT IN FLOOR CABINETRY WITH SINK AND WORK COUNTER w 15. MECHANICAL 15.17 BATHROOM/UTILITY EXHAUST MIN 20 CFM CONT OR 50 CFM INTERMITTENT, MAX 0.35 WATTS/CFM, MAX 1.0 SONE CD v) W > 00 (3) C3� Q w - J (V v) w V O Z cN Q v- W m 0 Q BLD2022-0439 J m H H U) W LU LU W U) U) U) U) U) w N 0 M 't LL w w w(D w w 0 o cn Z Lo `� w w w w w w w -0 D_ D_ a > a D_ IY N N N N N N N N L O M O Lrs uj M 5 7 N N O N Cn o o 0 0 0 Cn .(n o REVISION OO Oct 30 2023 CITY OF EDMONDS J DEVELOPMENT SERVICES DEPARTMENT LL 0 Ln Z 0z • UQ Lu rJ v) 0- N N 0 O c W cri O Co N CL 0 N_ M N O cn- N O O O N ROOF AREA VENTIL ROOF AREA A (WEST) VENTILATED AREA: 296 SQ FT MINIMUM AREA TO BE VENTIL, DOWN -SLOPE: 55% X ( 7.9 FT OF COR-A-VENT UP -SLOPE: 45% X 0.99 6.5 LINEAR FEET OF C ROOF AREA B (MIDDLE) VENTILATED AREA: 890 SQ Fl MINIMUM AREA TO BE VENTIL DOWN -SLOPE: 55% X z.yi bU r I =1.bs bU r 1 KtU U. 23.3 FT OF COR-A-VENT S-400 STRIP VENTING (0.07 SQ FT NFVA / LINEAR FOOT) = 1.63 SQ FT UP -SLOPE: 45% X 2.97 SQ FT = 1.34 SQ FT REQ'D. 19.2 LINEAR FEET OF COR-A-VENT S-400 STRIP VENTING (0.07 SQ FT NFVA / LINEAR FOOT) = 1.34 SQ FT ROOF AREA C (EAST) VENTILATED AREA: 617 SQ FT MINIMUM AREA TO BE VENTILATED PER IBC 1202.2.1: 2.06 SQ FT DOWN -SLOPE: 55% X 2.06 SQ FT =1.13 SQ FT REQ'D. 16.1 FT OF COR-A-VENT S-400 STRIP VENTING (0.07 SQ FT NFVA / LINEAR FOOT) =1.13 SQ FT UP -SLOPE: 45% X 2.06 SQ FT = 0.93 SQ FT REQ'D. 13.3 LINEAR FEET OF COR-A-VENT S-400 STRIP VENTING (0.07 SQ FT NFVA / LINEAR FOOT) = .93 SQ FT PER RD-01 EN ROOF PLAN SCALE: 1 /4" = V-0" O KEY NOTES 07. THERMAL & MOISTURE 07.01 ASPHALT SHINGLE ROOFING LOW -SLOPE ROOF PRODUCT 07.05 MODIFIED BITUMEN ROOF 07.49 6" HALF ROUND GUTTER MIN. 10 SQ. IN. FREE AREA PER L.F., COR-A-VENT S-400 OR SIM LJ.J Q) M to v p v 00 00 �00 aJ m �rn C� Llj M u1 0 V � U U N Ln U Q 0 L 0- IL El LLI U z LLI v) CV W > 00 CU C� Q >Q W - (V v) '^ ti : v Z ti O E Q Lo W BLD2022-0439 J m U) w w w Ui w cn cn � cn cn w N U) CO 't U_ w W W(D W W 0 o cn Z E 0o W W W W W W W -0 D_ D- D- > D- D- IY -0 NN N N N N N N 0 U-) O M O 6 6 M 5 — — 7 N N O N D O O O O O �O a� .(n REVISION Oct 30 2023 Z CITY E DEVELOPMM DEVELOPMENT SERVICES DEPARTMENT J LL • 0 0A' I Y =p z L6 ui (O O O M N 0 CV M CV O N M CCV O NORTH ELEVATION SCALE:1/4" = 1'-0" 19'-7" v ROOF 10'-7" 2ND FLOOR 2'-10 1 /2" (237.88' G. GRADE 2 ENTRY -5' v SOUTH ELEVATION SCALE:1/4" = 1'-0" KEY NOTES Lu v "' E -.0 000 01 GENERAL � �� � Co "' 00 01.13 CRAWL SPACE ACCESS MIN 24" X 24" PER SRC 408.4 V �'o 4. to 01.31 EXTERIOR ACCESS L.I.J M N Ln EQUIPTMENT / STORAGE nl SPACE BELOW STAIRS — -C u 05. METALS C) U N 'zLn 05.19 METAL PANEL Q v Q -L,U Q 05.30 SHEET MTL TRIM, 22 GA VERTICALLY CONTINUOUS. FINISH BLACK TO MATCH WINDOWS. CAULK TO WINDOW FRAME ATJAMBS CAULK JOINT AT SIDING TRANSITION PER SIDING MFR REQUIREMENTS 06. WOOD & PLASTIC 06.69 PAINTED CEMENT -BOARD SIDING, 6" EXPOSURE 06.75 P.T. CEDAR GLULAM COLUMN 07. THERMAL & MOISTURE 07.50 DOWNSPOUT LLI U Z W 0 REFER TO SHEET G.04 FOR AVERAGE GRADE CALCULATION CV w 00 Q Q w J CV v N 0 Z r..' E Q W a BLD2022-0439 0 L Q Q El m j N N O N O CD CD CD CD O= (1) REVISION Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES ZDEPARTMENT O 1LLJ U Lu JO W T =p 27'-10 1/2" (262.88') ALLOWABLE HEIGHT (FROM AVG. GRADE) 19'-7" v ROOF 10'-7" 2ND FLOOR s '-10 1/2" (237.88') AVG.GRADE 2 ENTRY 0" 1ST FLOOR WALKWAY ELEVATION SCALE:1/4" = V-0" L6 ui a> (O O O M N 0 CV M CV O N- cn CCV O 27'-10 1/2" (262.88') ALLOWABLE HEIGHT (FROM AVG. GRADE) 18'-7" v ROOF 10'-7" 2ND FLOOR 2'-10 1/2" (237.88') AVG.GRADE 2'ENTRY 0" 1ST FLOOR EAST ELEVATION SCALE:1/4" = 1'-0" 27'-10 1/2" (262.88') ALLOWABLE HEIGHT ^ (FROM AVG. GRADE) 9'-7" ROOF 0'-7" 2ND FLOOR s'-10 1/2" (237.88') AVG. GRADE 0" 1ST FLOOR -5' CRAWL SPACE WEST ELEVATION SCALE: 1 /4" = 1'-0" KEY NOTES 05. METALS 05.19 METAL PANEL 06. WOOD & PLASTIC 06.69 PAINTED CEMENT -BOARD SIDING, 6" EXPOSURE 06.75 P.T. CEDAR GLULAM COLUMN 07. THERMAL & MOISTURE 07.50 DOWNSPOUT REFER TO SHEET G.04 FOR AVERAGE GRADE CALCULATION L u v M o to a, 0 + U 00 Co Ln00 v C� L u M N u1 +. N 2 L o � °' o CU U o N Cr ' Q v U Q El LLI U Z W 0 - Q0 V) CV w 00 Q w J CV W v N 0 Z E ti Q w BLD2022-0439 J CD cn Cn I-- Cn Co rK N w M 't u- > > Ur > > p 00 L0 L) a > 0 W W W W W W W m j N N O N O CD CD CD CD O— (1) 73 Y) .u) REVISION Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES ZDEPARTMENT O 1 r 00 Q (f)Lu • 1O W T =p � 10 L6 W uj (O O O Cl) N r\ O CV M N O N M CCV O 0 GARAGE SOUTH ELEVATION SCALE:1/4" = 1'-0" 027'-10 1/2" (262.88') ALLOWABLE HEIGHT (FROM AVG. GRADE) GARAGE NORTH ELEVATION SCALE:1/4" = 1'-0" 027'-10 1/2" (262.88') Z�5 ALLOWABLE HEIGHT (FROM AVG. GRADE) GARAGE EAST ELEVATION SCALE:1/4" = T-0" 027'-10 1/2" (262.88') ALLOWABLE HEIGHT (FROM AVG. GRADE) 18'-8 1/2" v TOP PLATE @ GARAGE W WAL 11' GARAGEFLOOR o '-10 1/2" (237.88') AVG.GRADE v 2' STORAGE ROOM FLOOR GARAGE WEST ELEVATION SCALE:1/4" = 1'-0" KEY NOTES 06. WOOD & PLASTIC 06.69 PAINTED CEMENT -BOARD SIDING, 6" EXPOSURE 06.75 P.T. CEDAR GLULAM COLUMN 06.76 P.T.CEDAR GLULAM BEAM 07. THERMAL & MOISTURE 07.01 ASPHALT SHINGLE ROOFING LOW -SLOPE ROOF PRODUCT 07.50 DOWNSPOUT REFER TO SHEET G.04 FOR AVERAGE GRADE CALCULATION 1_u v M o to a, 0 + U 00 Co Ln00 v C� �'o 4. `fl L u M N u1 +. N 2 i o � °' o CU U o N Cr ' Q v U Q 2 LLI U Z W 0 - Q0 V) CV W > 00 Q >Q W J CV U) v N 0 Z E Q W BLD2022-0439 J CD w w w w Lu cn 0 0 0 Lu rK N M 't L.L > > Ur > > p Lo D_ > -0 o_ o_ > m j N N O N Co O CD CD CD CDO= (D 73 U) .u) REVISION Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES ZDEPARTMENT Ow Ill— (—D m Q Q • > < W CD =p 0 L6 UJI Cl- O CV O Cn N O CV v- M CV O N- Cn CCV O 10 12 _ 02 27'-10 1/2" (262.88') 027'-10 1/2" (262.88') MAX. HEIGHT MAX. HEIGHT (FROM AVG. GRADE) (FROM AVG. GRADE) I 6 I I I I I 12 O 2 R1 19'-7" ROOF 5 _ o 18'-8 1/2" - — 18'-71f T.O.P. @ GARAGE DROPPED CEILING 0/CLOSET r ROOF W. WALL FOR ERV QUIPMENT &ISTRIBUTION BEDROOM I �� ATHAIRS 1 • :: ' II `�jIIIAVG.GRADE ►®®®����� �������`������� ►�101�IN���- ice' ������ •• i �:..•/ Section Looking S. @ Garage 5 SCALER/4" = 1'-0" 4 F4 OVERFRAME FLOOR @ CLOSET FAMILY / GUEST W/M rl, 00, < D 027'-10 1/2" (262.88') MAX. HEIGHT SECTION - LOOKING EAST (@ KITCHEN/DINING SCALE:1/4" = 1'-0" D ENTRY 10'-7" �2ND FLOOR 2'-10 1/2" (237.88') AVG.GRADE w4jll,� ' SLAB ON DE @ ENTRY " (235.17') FOOTING /ON GRADE @ FAMILY R00q ■ Section looking w. @ entry SCALER/4" = l'-0" o a, p + U o0 Co Ln 00 Gl G1 C �,o 4. `fl L u M N u1 +. N 27'-10 1/2" (262.88') _ ° v t° MAX. HEIGHT U U N (FROM AVG. GRADE) Q v U Q SECTION - LOOKING EAST @ LIVING SCALE: 1 /4" = 1'-0" 027'-10 1/2" (262.88') MAX. HEIGHT (FROM AVG. GRADE) 0 0 © o 0 0 0 SECTION - LOOKING NORTH @ HALLWAY SCALE: 1 /4" = 1'-0" El w U Z LLI C0 V) CV w 00 Q Q w J CV W V NF= 0 ti Q W BLD2022-0439 J CD W (n Cn 1-- Cn Cn � N uj I-- > > > > p Ur 00 L0 � a > m m E -o a-> a- a- m N N N N N N N N N O N T O N CYO �t Cfl O O CD CD CD CD 7 W .u) REVISION Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES r n DEP (D Z O 1 • U W r v / 1012312023 12:07 PM 123-0720 angle PERMIT REV 5. pin 0 1/2" 1" 2" rn m 0 0 cn =3 0 r D 0 r— o m� -I!n w SECTIONS O m <O M � MO< ��o W zo O Mo N m� Or W A91 IW c� w \M M 1--4 o C2 `o T 0 .x 0 > issue issue date 04.15.22 10.10.22 02.13.23 03.20.23 04.25.23 06.05.23 10.23.23 description PERMIT SET PERMIT REV 1 SET PERMIT REV 2 SET VE PRICING SET PERMIT REV 3 SET PERMIT REV 4 SET REV 5 - ROOF RESUBMITTAL 0 Approved by: ANGLE RESIDENCE 9690 REGISTERED ECT ESTLINCOLN RPHY STATE OF WASHINGTON 15724 72 n d Ave W, C A S I ARCHITECTURE 1 15-C north 36th street seattle wa, 98103 CASTarchitecture. com ph 206.256.9886 Edmonds, WA 98026 2 EXTERIOR DOORS LU Q) a, o 0 00 + U 00 00 a, 7'-2 3/4" 3'-2" 3'-2" 9'-10" 10'-9 1/2" C M N In 3'-6 3/4" 3'-6 3/4" 3' 3' 3'-2 3/4" 3'-2 3/4" 3'-2 3/4" 3'-6 1/2" 3'-6 1/2" 3'-6 1/2" 4� N i� 4'-4" i t 3'-2� - o 3' ID ROUGH OPENING WxH LEAF WxH AREA U-VALUE MFG. TYPE SERIES MATERIALS FINISHICOLOR OPT. &NOTES � . ra 3' 2-Panel Glazed Sliding Corner Jamb w/de1.07; Safety CU U ~ N o - - de1.01 T-2 3AN8'-10" T-1 1/2"X8'-8" 62.77 0.30 SierraPacific patio Door ALIWD Black / Stain glazing'Z Ln - - Q - Q) de1.02 3'-2"x8'-10" TX8'-8" 27.28 0.36 SierraPacific Glazed Swing Door AL/WD Black / Stain U de1.03 3'-2"x2'4" 3'x2'-2" 6.97 0.36 Insulated Double Utility HM Black / Black Door 0 0 3'_2" o 0 0 - Glazed SwingDoor with C9 L °P CO I -1 L L -1 L de1.04 4'-4"x7'-6" 3'XT-4" 31.74 0.36 SierraPacific ALIWD Black / Stain Safety glazing Zo 60 00 v Sidelite 1'-6" V-6" o 00 Mull together w/de1.01; Safety de1.05 3'-2"x8'-10" TX8'-8" 27.28 0.36 SierraPacific Glazed Swing Door ALIWD Black / Stain glazing CO de1.06 9'-10"x8'-10" 9'-8"X8'-8" 85.47 0.28 SierraPacific 3-Panel Glazed SlidingPatioDoor AUWD Black I Stain Safety glazing 3-Panel Glazed Sliding Corner Jamb w/de1.01; Safety N N I de1.07 10' 91/2"X8' 10" 10' OW 1/2" 93.30 0.28 SierraPacific patio Door ALIWD Black / Stain glazing Uv I 1 o - de1.08 3' 2"x6' 10 3l4" 3'X6' 8" 21.23 0.36 SierraPacific Insulated Solid Door HM Black I Black Solid wood door not less than 1-3/8inches thick per R302.5.1 de1.01 de1.02 de1.03 de1.04 de1.05 de1.06 de1.07 de1.08 2-Panel Glazed Sliding de1.09 8' 2"x7'-2" 8'X7' 57.38 0.30 SierraPacific ALIWD Black I Stain Safety glazing Patio Door 16'-0"x7'-0" Glazed, insulated de2.01 16'-1"x7'-1 1/2" 16'-21ANT 112.00 0.24 NW Door a door C43 ALIAL Black / Stain ��&2.023'-ZNT-11 1/4" 3'x6' 11 114" 21.88 0.36 SierraPacific Insulated Solid Door HM Black / Black Solid wood oor not less than -3l W inches thick per R302.5.1 8'-2" 3'-2" L) 4' 4' 16'-1" 3' 5 z Uj N L r r r O r W C0 10CD rl1 VJ V'J Q de1.09 de2.01 de2.02 WJ N U) 0 INTERIOR DOORS Z E Q W 2'-5 1/2" 2'-9 1/2" 6' 6' 2'-3" 2'-7 1/2" 2'-7 1/2" 2'-4 1/2" 2'-4 1/2" 1'-11 1 /4" 2'-8" 2'-10" 2'-10" 2'-10" 2'-10" ID LEAF AREA MFG. TYPE MATERIALS FINISH OPT. & NOTES DIMENSIONS di1.01 2'-4"x6'-8" 16.54 - Pocket WD Paint oUz oLLOrSingle Paint v v di1.02 2'-8"x6'-8" 18.79 WD w co Pocket zM a0000 0000 0000 00 000 2-Panelao ZCO CO CO CO Zo CO di1.03 5' 8"X6' 8" 40.38 WD Paint Slider w el di1.04 5'-8"x6'-8" 40.38 WD Paint wa c Slider = di1.05 2'-3"x6'-8" 15.14 --- Single WD Paint inci � U) v 11 J cO o di1.06 2'-6"x6'-8" 17.66 Single WD Paint Swing di1.01 di1.02 di1.03 di1.04 di1.05 di1.06 di1.07 di1.08 di2.01 di2.02 di1.07 2'-6"x6'-8" 17.69 - Single WD Paint Swin di1.08 T-101/2"x6'-8" 26.92 - 2-Panel WD Paint Slider di2.01 2'-3"x6'-8" 15.98 - Single MTL/GLASS Paint Tempered/Safety glazing Swinci di2.02 2'-3"x6'-8" 15.98 - Single WD Paint Swin di2.03 2'-6"x6'-8" 18.79 - Single WD Paint 2'-9 1/2" 2'-9 1/2" 2'-7 1/2" 2'-7 1/2" 2'-7 1/2" 2'-7 1/2" 5'-1 1/2" 6'-1 1 /2" Swin di2.04 2'-6"X6'-8" 18.79 - Single WD Paint Swinci 2'-6" 2'-6" 3' 3' 3' 3' di2.05 2'-6"x6'-8" 17.66 Single WD Paint 1 Swino di2.06 2'-6"X6'-8" 17.66 - SinSwiglen WD Paint � a) di2.07 2'-6"x6'-8" 17.66 Swgle WD Paint 0 ino Single Q di2.08 2'-6"x6'-8" 17.69 Swin WD Paint Q 2-Panel co 00 Cl) CC) Cl) M CD M 00 00 00 ce) 00 c) � di2.09 6'X6' 8" 34.49 WD Paint � � � � Slider 0° C.0 00 co 0D co 00 C.0 � (8 io i0 00 -CO CO W 2-Panel i0 io io io �0 i0 t0 di2.10 6'x6'-8" 41.22 - WD Paint Slider BLD2022-0439 1� U \11 1 11 N IV I J IV I di2.03 di2.04 di2.05 di2.06 di2.07 di2.08 di2.09 di2.10 J m w w w w � 0 0� 0 0 rK N M 't L.L I- > > Ur > > p (/) D� E Z E E a > � W W W W W W W -o a a a> a a E m j N N O N L O CD CD CD CDO= L6 73 U) W LLl REVISION a) Oct 30 2023 CITY OF EDMONDS O DEVELOPMENTSERVICES DEPARTMENT O C" O I r ni 1 1 LL I _M O 1=� N O N r % M �V/� p 0 �/ N N 0 Sri W W cri O O c'M N CL O N Cn N O N M N O ROOF ASSEMBLIES UNCONDITIONED CONDITIONED R1 TYP. ROOF ASSEMBLY R-VALUE: 49 Meets min. requirements per Table 402.1.1.e WALL ASSEMBLIES CONDITIONED CONDITIONED 10 3/4" 0 1/2" 7 1/4" 0 1/2" * 2" �0 1/2" W1 TYP.2x8 EXTERIOR WALL W/ SIDING ASSEMBLY R-VALUE: 38 Meets min. requirements per Table 402.1.1 07.01 ASPHALT SHINGLE ROOFING LOW -SLOPE ROOF PRODUCT 07.87 MIN. 1" CONT. VENT CAVITY 07.03 ROOF UNDERLAYMENT CONTINUOUS INSTALLATION 07.36 ROOF SHEATHING 07.86 R-49 FIBERGLASS OR ROCKWOOL BATT INSULATION 06.03 PARALLEL -CHORD NAIL -PLATE TRUSS 07.08 CONT. AIR BARRIER & VAPOR RETARDER SHEET CERTAINTEED MEMBRAIN OR SIM. 09.01 1/2" GWB 07.54 FIBER -CEMENT SIDING HORIZ. LAP OR FLAT PANEL PER ELEVATIONS 1 07.55 1X CEDAR VERTICAL NAILERS 07.40 2" MIN. WOOL SHEATHING BIRD., R-8 ROCKWOOL COMFORTBOARD 110 07.04 WATER RESISTIVE BARRIER VAPROSHIELD WRAPSHIELD SA 06.40 SHEATHING PER STRUCTURAL 07.26 MIN. WOOL INSULATION, R-30 ROCKWOOL COMFORTBATT 7.25" 09.91 1/2" GWB COMPLIES WITH GARAGE/DWELLING SEPARATION PER R302.6. UNCONDITIONED 07.73 DRAIN ROCK 07.04 WATER RESISTIVE BARRIER VAPROSHIELD WRAPSHIELD SA 03.14 C.I.P. WALL, SEE PLAN FOR THICKNESS 6" R-1.23 / 8" R-1.35 07.83 5" ROCKWOOL CONT. INSULATION, R-21 UNCONDITIONED W6 TYP. EXTERIOR WALL @ CRAWL BELOW GRADE ASSEMBLY R-VALUE: 21+ (INCLUDING CONC.) Meets min. requirements per Table 402.1.1 FLOOR ASSEMBLIES F1 TYP. FLOOR @ GRADE F4 TYP. FLOOR UNINSULATED F4.1 TYP. FLOOR OVER CRAWL (OMIT GWB) 9.13 FLOORING PER FINISH SCHEDULE 09.14 1/4" FLOORING UNDERLAYMENT 13.02 C.I.P.C. SLAB 07.22 2" RIGID INSULATION, R-10 MIN. 7.06 POLY VAPOR BARRIER UNDER SLAB SOIL BARRIER WITH SEALED SEAMS AND PENITRATIONS 02.14 2" SAND CAPILLARY BREAK 2.13 COMPACTED BACKFILL 09.13 FLOORING PER FINISH SCHEDULE 09.14 1/4" FLOORING UNDERLAYMENT 06.40 SHEATHING PER STRUCTURAL 06.27 TJI JOIST PER STRUCTURAL 16" O.C. 09.01 1/2" GWB v 00 CONDITIONED CONDITIONE UNCONDITIONED )7.01 ASPHALT SHINGLE ROOFING LOW -SLOPE ROOF PRODUCT 07.03 ROOF UNDERLAYMENT CONTINUOUS INSTALLATION )7.36 ROOF SHEATHING 06.10 2X OUTRIGGER, SISTER TO ROOF TRUSS 16.19 PLYWOOD SOFFIT BOARD R2 TYP. ROOF EAVE W2 TYP. 2x6 EXTERIOR WALL W/ SIDING ASSEMBLY R-VALUE: 21 Meets min. requirements per Table 402.1.1 4 /.54 FIBER -CEMENT SIDING HORIZ. LAP OR FLAT PANEL PER ELEVATIONS 07.55 1X CEDAR VERTICAL NAILERS 07.04 WATER RESISTIVE BARRIER VAPROSHIELD WRAPSHIELD SA 3.40 SHEATHING PER STRUCTURAL 07.27 MIN. WOOL INSULATION, R-21 ROCKWOOL COMFORT BATT 5.5" ).91 1/2" GWB COMPLIES WITH GARAGE/DWELLING SEPARATION PER R302.6. ICONDITIONED CONDITIONED 8 1/4" W3 TYP. 2x4 EXTERIOR WALL @ WINDOW SEAT ASSEMBLY R-VALUE: 23 Meets min. requirements per Table 402.1.1 03.14 C.I.P. WALL, SEE PLAN FOR THICKNESS 6" R-1.23 / 8" R-1.35 I CONT. AIR BARRIER & VAPOR RETARDER SHEET CERTAINTEED MEMBRAIN OR SIM. 07.83 5" ROCKWOOL CONT. INSULATION, R-21 2x WALL FURRING, FLAT FRAMED 1.10 5/8" TYPE X GWB UNCONDITIONED CONDITIONED W7 EXTERIOR WALL @ BASEMENT ABOVE GRADE ASSEMBLY R-VALUE: 21+ (INCLUDING CONC.) Meets min. requirements per Table 402.1.1 Per IBC Table 721.1(1), 4" concrete wall has a minimum fire resistance rating of 4 hours, exceed requirement per IRC Table R302.6 for "not less than 1/2-inch gypsum board or equivalent applied to the garage side. c C v co 0 N 00 F2 TYP. FLOOR @ BASEMENT F2.1 TYP. FLOOR @ CRAWL (REPLACE 4" SLAB W/ 1" SLAB) F5 TYP. FLOOR @ LOFT 03.02 C.I.P.C. SLAB 07.22 2" RIGID INSULATION, R-10 MIN. 07.06 POLY VAPOR BARRIER UNDER SLAB SOIL BARRIER WITH SEALED SEAMS AND PENITRATIONS 02.14 2" SAND CAPILLARY BREAK 02.11 GRAVEL BED 06.48 1 1/2" CAR DECKING PER STRUCTURAL, WIDTH TO MATCH (E) ROOF 09.14 1/4" FLOORING UNDERLAYMENT 06.64 2 BY LUMBER PER STRUCTURAL 20 FIBER -CEMENT PANEL SIDING 2" MIN. WOOL SHEATHING BIRD., R-8 ROCKWOOL COMFORTBOARD 110 04 WATER RESISTIVE BARRIER VAPROSHIELD WRAPSHIELD SA 40 SHEATHING PER STRUCTURAL R-15 BATT INSULATION - UNFACED 09.01 1/2" GWB )ITIONED CONDITIONED 03.14 C.I.P. WALL CONDITIONED W8 INTERIOR C.I.P. CONCRETE WALL Per IBC Table 721.1(1), 4" concrete wall has a minimum fire resistance rating of 4 hours, exceed requirement per IRC Table R302.6 for "not less than 1/2-inch gypsum board or equivalent applied to the garage side. rnninl iTinr.i�n I )3.17 PAN -DECK FLOOR CIPC O/CORRUGATED STEEL FORMWORK 05.32 STEELANGLE '.73 DRAIN ROCK 7.57 DAMP PROOFING LIQUID -APPLIED ASPHALTIC 07.72 DELTA DRAIN MEMBRANE TIE INTO FDN. DRAIN 3.14 C.I.P. WALL 2x WALL FURRING, FLAT FRAMED 5/8" TYPE X GWB UNCONDITIONED W4 TYP. EXTERIOR WALL @ BASEMENT BELOW GRADE ASSEMBLY R-VALUE: 21+ Meets min. requirements per Table 402.1.1 15.31 WIDE FLANGE BEAM W10x22 STEEL 09.92 MIN. 1/2" GWB 0/ METAL HAT CHANNEL PER TABLE R302.6 F3 TYP. FLOOR @ GARAGE (RATED 1 HR) Per IBC Table 721.1(1), min. 2" depth of pan deck has a minimum fire resistance rating of 2 hours, exceed requirement per IRC Table R302.6 for "not less than 1/2-inch gypsum board or equivalent applied to the garage side. CONDITIONED 5" 1/'f9 2" 1 0 1/2' ,kk 31/2" kk 0 1/2" 09.01 1/2" GWB KEY NOTES 02. SITE 02.11 4" GRAVEL BED METAL EDGING @ PERIMETER, FINISH TBD 02.13 COMPACTED BACKFILL 02.14 2" SAND 03. CONCRETE 03.02 C.I.P.C. SLAB 03.14 C.I.P. WALL, SEE PLAN FOR THICKNESS 6" R-1.23 / 8" R-1.35 03.17 PAN -DECK FLOOR CIPC O/CORRUGATED STEEL FORMWORK 05. METALS 05.31 WIDE FLANGE BEAM W10x22 STEEL 05.32 STEEL ANGLE 06. WOOD & PLASTIC 06.03 PARALLEL -CHORD NAIL -PLATE TRUSS 06.10 2X OUTRIGGER, SISTER TO ROOF TRUSS 06.11 2x WALL FURRING, FLAT FRAMED 06.19 PLYWOOD SOFFIT BOARD 06.27 TJI JOIST PER STRUCTURAL 16" O.C. 06.40 SHEATHING PER STRUCTURAL 06.48 1 1/2" CAR DECKING PER STRUCTURAL, WIDTH TO MATCH (E) ROOF 06.64 2 BY LUMBER PER STRUCTURAL 07. 10.08 3" SOUND BATT 07.01 07.03 10.07 HOMASOTE 440 SOUND BARRIER 07.04 09.01 1/2" GWB 07.06 CONDITIONED W5 TYP. 2x4 INTERIOR WALL W5.1 TYP. 2x4 INTERIOR WALL (OMIT ACOUSTIC BATT INSULATION) W5.2 TYP. 2x6 INTERIOR WALL (REPLACE 2x4 FRAMING W/ 2x6, OMIT ACOUSTIC BATT INSULATION) 07.08 07.16 07.20 07.22 07.26 07.27 07.36 07.40 07.54 07.55 07.57 07.72 07.73 07.83 07.86 07.87 THERMAL & MOISTURE ASPHALT SHINGLE ROOFING LOW -SLOPE ROOF PRODUCT ROOF UNDERLAYMENT CONTINUOUS INSTALLATION WATER RESISTIVE BARRIER VAPROSHIELD WRAPSHIELD SA POLY VAPOR BARRIER UNDER SLAB SOIL BARRIER WITH SEALED SEAMS AND PENITRATIONS CONT. AIR BARRIER & VAPOR RETARDER SHEET CERTAINTEED MEMBRAIN OR SIM. R-15 BATT INSULATION - UNFACED FIBER -CEMENT PANEL SIDING 2" RIGID INSULATION, R-10 MIN. MIN. WOOL INSULATION, R-30 ROCKWOOL COMFORT BATT7.25" MIN. WOOL INSULATION, R-21 ROCKWOOL COMFORT BATT5.5" ROOF SHEATHING 2" MIN. WOOL SHEATHING BRD., R-8 ROCKWOOL COMFORTBOARD 110 FIBER -CEMENT SIDING HORIZ. LAP OR FLAT PANEL PER ELEVATIONS 1X CEDAR VERTICAL NAILERS DAMP PROOFING LIQUID -APPLIED ASPHALTIC DELTADRAIN MEMBRANE TIE INTO FDN. DRAIN DRAIN ROCK 5" ROCKWOOL CONT. INSULATION, R-21 R-49 FIBERGLASS OR ROCKWOOL BATT INSULATION MIN. 1" CONT. VENT CAVITY LJ.J � to v p v o0 00 Ln 00 O Ol i C �,O L U M u1 0 V � U U N a � Qj Ln U Q 09. FINISHES 09.01 1/2" GWB N O L 09.10 5/8" TYPE X GWB Q 0- Q 09.13 FLOORING PER FINISH SCHEDULE 09.14 1/4" FLOORING UNDERLAYMENT 09.91 1/2" GWB COMPLIES WITH GARAGE/DWELLING SEPARATION PER R302.6. 09.92 MIN. 1/2" GWB O/ METAL HAT CHANNEL PER TABLE R302.6 10. SPECIALTIES 10.07 HOMASOTE 440 SOUND BARRIER 10.08 3" SOUND BATT Uj U z Uj 0 0 _N W 00 W - J N ' ^ V : Z 0 E ti Q r W BLD2022-0439 J H 00 U) W W W W U) U) U U) U) LLJ N U) M 't 11 W W W 0 W W O O U) (Y 0� Z 0_ 0� F- H _U H H 0_ LO a) W W W W W W W -0 0- 0- 0- > 0- 0_ _O N N N N N N N N LO O co O L6 L6 M 7 N N O N o O O O O N U) U) REVISION Oct 30 2023 CITY OF EDMONDS W DEVELOPMENT SERVICES DEP J C 5W G �W • rVnJ N N 0 MIN w cv O O Co N r\ 0 N M N 0 N NCNN O GARAGE W 07.20 FIBER -CEMENT PANEL 1 SIDING 07.04 WATER RESISTIVE BARRIER - 10.11 VINYL BATTEN 06.26 TYP. WALL FRAMING 07.07 CLOSED CELL SILL SFAI F p I D v - D D 07.73 DRAIN ROCK 07.72 DELTA DRAIN 07.74 CANT STRIP 07.12 FOAM CAPILLARY BREAK 07.59 VAPOR BARRIER D GARAGE E .E:11/2"= l'-0" IMA � ii x o V C D D D D D D P D D D D D � ° 08.02 WINDOW PER SCHEDULE 06.34 BEAM/HEADER PER STRUCTURAL 06.68 PRESSURE TREATED FURRING STRIP 05.19 METAL PANEL 07.71 SHEET METAL HEAD FLASHING 08.17 OPEN CORNER SLIDING GLASS DOOR LOW EAVE LIVING SCALE: 11/2"= l'-0" 0 04 SPHALT HINGE OOFING _- LOW -SLOPE ROOF PRODUCT 07.03 ROOF UNDERLAYMENT CONTINUOUS INSTALLATION KEY NOTES ------__ 02. SITE 07.36 ROOF SHEATHING Muumuu ------____ 02.11 4" GRAVEL BED --- - _ METAL EDGING @ PERIMETER, FINISH TBD 02.14 2" SAND --- 02.16 LINEAR CONCRETE PAVERS i" GRAVEL SET R2 - -__ _ 03. CONCRETE --- ___ 03.20 1" C.I.P.C. HOUSEKEEPING SLAB 06.10 2X OUTRIGGER, SISTER TO ROOF TRUSS - - - 03.21 6" CONC. FOUNDATION WALL 06.19 PLYWOOD SOFFIT BOARD R=1.23 03.22 8" CONC. FOUNDATION WALL 07.88 CONT. POLY EAVE - R=1.35 VENT 05. METALS 07.41 CAP FLASHING & 05.34 J MOLDING FASCIA W/ DRIP EDGE R1 06. WOOD & PLASTIC W1 06.10 2X OUTRIGGER, SISTER TO ROOF TRUSS 06.19 PLYWOOD SOFFIT BOARD 06.26 TYP. WALL FRAMING 06.34 BEAM/HEADER PER ADVANCED DOUBLE WALL@ 24" O.C. z STRUCTURAL 06.34 BEAM/HEADER PER STRUCTURAL 06.36 1X FURRING I 06.66 R.O. NAILER 07.71 SHEET METAL HEAD 06.67 PLYWOOD OR CAR DECKING PER. S4.1-7 FLASHING 06.68 PRESSURE TREATED FURRING STRIP 08.02 WINDOW PER SCHEDULE 06.70 FACTORY -FINISHED WOOD JAMB LINER BY WINDOW MFR. 06.72 FLOOR FRAMING PER STRUCTURAL 08.02 WINDOW PER SCHEDULE 06.73 2X WINDOW/DOOR BUCK 06.74 EX. WOOD TRIM 07. THERMAL & MOISTURE 06.70 FACTORY -FINISHED 07.01 ASPHALT SHINGLE ROOFING WOOD LOW -SLOPE ROOF PRODUCT 07.03 ROOF UNDERLAYMENT CONTINUOUS INSTALLATION 06.67 PLYWOOD OR CAR 07.04 WATER RESISTIVE BARRIER DECKING PER. S4.1-7 VAPROSHIELD WRAPSHIELD SA 06.72 FLOOR FRAMING PER 07.07 CLOSED CELL SILL SEAL STRUCTURAL 07.12 FOAM CAPILLARY BREAK 07.15 MTL FLASHING W/ DRIP EDGE 07.20 FIBER -CEMENT PANEL SIDING -_ 07.22 2" RIGID INSULATION, R-10 MIN. i' 07.33 WRB STARTER STRIP 07.36 ROOF SHEATHING 06.34 BEAM/HEADER PER 07.40 2" MIN. WOOL SHEATHING BIRD., R-8 STRUCTURAL ROCKWOOL COMFORTBOARD 110 07.77 SIDING VENT 07.41 CAP FLASHING & FASCIA W/ DRIP EDGE 09.01 1/2" GWB 07.45 STRUCTURAL INSULATED PANEL, R-48 06.73 2X WINDOW/DOOR PREMIER SIPS 10-1/4" GPS CORE BUCK 07.46 MTL BASE FLASHING 07.47 WINDOW HEAD 07.47 WINDOW HEAD FLASHING FLASHING CONT AT TOP OF WALL, FLASH TOP OF SIDING 06.66 R.O. NAILER 07.49 6" HALF ROUND GUTTER MIN. 10 SQ. IN. FREE AREA PER L.F., COR-A-VENT S-400 OR SIM 07.59 VAPOR BARRIER 10 MIL. WITH SEALED SEAMS AND PENETRATIONS 07.68 TAPE WRB TO CONC. 08.02 WINDOW PER 07.69 2" ROCKWOOL CONT. EXT INSULATION, R-10 COMFORTBOARD SCHEDULE 07.71 SHEET METAL HEAD FLASHING 06.73 2X WINDOW/DOOR BUCK 07.72 DELTADRAIN MEMBRANE TIE INTO FDN. DRAIN 07.20 FIBER -CEMENT PANEL 07.73 DRAIN ROCK SIDING 07.74 CANT STRIP 06.36 1X FURRING 07.77 SIDING VENT 07.33 WRB STARTER STRIP WITH BUG SCREEN, COR-A-VENT SV-3 OR APPROVED EQUAL 07.69 2" ROCKWOOL CONT. 07.78 DRAIN -BOARD TERMINATION BAR OR MOLD STRIP 07.79 MEMBRAINE FLASHING 06.26 TYP. WALL FRAMING GRADE SHALL SLOPE .r--_�, 07.07 CLOSED CELL SILL 07.82 WEATHER RESISTIVE BARRIER (WRB), TYP. AWAY FROM SEAL 07.83 5" ROCKWOOL CONT. INSULATION, R-21 FOUNDATION WALLS 07.22 2" RIGID INSULATION, 07.85 1" RIGID INSULATION BLOCK @ SLAB EDGE MIN. 6" WITHIN THE R-10 MIN. TYP. AT ALL LOCATIONS FIRST 10'. 8" MINIMUM o 03.21 6" CONC. FOUNDATION 07.88 CONT. POLY EAVE VENT WOOD -EARTH WALL SEPARATION. 08. DOORS & WINDOWS CONCRETE FOOTING ° TO BE MIN. 18" o _ 06.72 FLOOR FRAMING PER 08.02 WINDOW PER SCHEDULE BELOW GRADE. ° STRUCTURAL INSTALLED PER MAN'F SPEC 0 07.82 WEATHER RESISTIVE 08.17 OPEN CORNER SLIDING GLASS DOOR 0or-)-j00 BARRIER (WRB), TYP. �jor°�o 10.10 TAPE SEAMS PER MFR. 09. FINISHES o D ��� o ° 07.83 NS AT OOOR FONT. 09.01 1/2" GWB 09.22 PROTECTION BOARD FOR EXTERIOR INSULATION ° �O-- MATERIAL TBD 09.24 WOOD FLOORING o 03.20 1"C.I.P.C. 07.85 1" RIGID INSULATION -v , HOUSEKEEPING SLAB 10. SPECIALTIES BLOCK @ SLAB EDGE 10.10 TAPE SEAMS PER MFR. 0 0C 10.11 VINYL BATTEN �= P�:bOW77777777'_' 0 0 0 77 ' 10.13 GRADE VARIES 07.22 2"RIGID INSULATION, Q 10.14 PER 1/S5.2 02.14 2" SAND 07.59 VAPOR BARRIER 02.11 4" GRAVEL BED 07.73 DRAIN ROCK 07.72 DELTA DRAIN 07.12 FOAM CAPILLARY BREAK 07.74 CANT STRIP TYP. EXTERIOR SECTION SCALE: 11/2"= l'-0" L u � M o to v p v 00 00 Ln0 v al -zrn i � p C) �'o `° L u M u1 ++ N 0 V C U N a � Q) Ln U Q El LLI U z LLI U) _ CV W CD 00 (3) C3� w - (V v) V Z cN 0 E BLD2022-0439 J m H H U) W W W W U) U) U) U) U) U) N 0 M 't U- W W W(D W W O o Z L0 uo W W W W W W W -0 -0 NN N N N N N N L O M O Lo Lo M N N O N o o 0 0 0 N U) .(n REVISION Oct 30 2023 J CITY OF EDMONDS DEVELOPMENT SERV ES DEP W X < W L6 ui a� O CV O Cl) N O CV N_ Cl) CV O N N C\4 O 5 07.01 ASPHALT SHINGLE ROOFING LOW -SLOPE ROOF PRODUCT 07.03 ROOF UNDERLAYMENT CONTINUOUS INSTALLATION 07.36 ROOF SHEATHING 07.49 6�HALF ROUND GUTTER 07.41 P FLASHING & SCIA W/ DRIP EDGE 7.88 CONT. POLY EAVE VENT 07.20 FIBER -CEMENT PANEL SIDING 07.77 SIDING VENT 06.73 2X WINDOW/DOOR BUCK 05.35 METAL TRIM 07.71 SHEET METAL HEAD FLASHING 08.02 WINDOW PER SCHEDULE 12.26 BUILT IN BENCH 10.16 STEAM SHOWER EQUIPTMENT 06.36 1X FURRING 06.72 FLOOR FRAMING PER STRUCTURAL 07.80 TAPE SHEATHING CORNER JOINT 07.20 FIBER -CEMENT PANEL SIDING TYP. DETAIL (c) N. WALL WINDOW SEAT SCALE: 11/2"= 1'-0" --- 09.01 1l2" GWB 06.34 BEAM/HEADER PER STRUCTURAL 06.56 1 x 3 WOOD FURRING 07.86 R-49 FIBERGLASS OR ROCKWOOL BATT INSULATION 07.08 CONT. AIR BARRIER & VAPOR RETARDER SHEET WRAP CONTINUOUSLY FROM B.O. TRUSS, AROUND BEAM, B.O. SOFFIT FRAMING, & INNER FACE OF WALL ROOF WALL DETAIL as GRID C KEY NOTES Lu v 000 05. METALS Co 0 v 05.35 METAL TRIM C� L u 4. `fl v u' 06. WOOD & PLASTIC i.. N 06.03 PARALLEL -CHORD NAIL -PLATE TRUSS _ .0 = L 06.34 BEAM/HEADER PER STRUCTURAL CU U N 06.36 1X FURRING p v Q Q 06.56 1 x 3 WOOD FURRING - vn U Q MECHANICALLY FASTEND TO CONC. WALL 06.72 FLOOR FRAMING PER STRUCTURAL 06.73 2X WINDOW/DOOR BUCK 07. THERMAL & MOISTURE 07.01 ASPHALT SHINGLE ROOFING LOW -SLOPE ROOF PRODUCT 07.03 ROOF UNDERLAYMENT CONTINUOUS INSTALLATION 07.04 WATER RESISTIVE BARRIER VAPROSHIELD WRAPSHIELD SA 07.08 CONT. AIR BARRIER & VAPOR RETARDER SHEET CERTAINTEED MEMBRAIN OR SIM. ui 07.20 FIBER -CEMENT PANEL SIDING U 07.22 2" RIGID INSULATION, R-10 MIN. 07.36 ROOF SHEATHING z 07.41 CAP FLASHING & FASCIA W/ DRIP EDGE ui 07.49 6" HALF ROUND GUTTER MIN. 10 SQ. IN. FREE AREA PER L.F., COR-A- Q VENT S-400 OR SIM 07.71 SHEET METAL HEAD FLASHING N 07.77 SIDING VENT WITH BUG SCREEN, COR-A-VENT SV-3 OR ui QO APPROVED EQUAL 07.80 TAPE SHEATHING CORNER JOINT 07.86 R-49 FIBERGLASS OR ROCKWOOL BATT INSULATION u 07.88 CONT. POLY EAVE VENT N 07.89 LAP WRB O/ROOF UNDERLAYMENT ' w V 0 07.90 ROOF -TO -WALL FLASHING O E 08. DOORS & WINDOWS Lo 08.02 WINDOW PER SCHEDULE Q w INSTALLED PER MAN'F SPEC 09. FINISHES 09.01 1/2" GWB 10. SPECIALTIES 10.16 STEAM SHOWER EQUIPTMENT Lu F "' > � � 12. FURNISHING z o a 12.26 BUILT IN BENCH w � z ; o �F El 0 rn to BLD2022-0439 J CD w w w w uj (n (n 0 0 rK w � N ui > > Ur > > p L0 L) a > 0 W W W W W W W m j N N O N O O O O CD a) 73 U) .u) REVISION Oct 30 2023 J DEVELOPMENT CITY OF EDMONDS SERVICES DEPM W 0 X W