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21-103384-SF-Planset-08-16-2021-V1GENERAL NOTES: 1. All work to comply with International Residential Code, 2018 Edition. All work to comply with Washington State Energy Code, 2018 Edition. Reference WSEC 104.2 2. Foundation ventilation: 1 /300 crawlspace area per IRC R408.2. 3. Application and installations of insulation and vapor barriers shall comply with Washington State Energy Code thermal insulation standards. 5. Attic ventilation: 1 /150 of attic area or 1 /300 if between 40% and 50% of vents are located in upper portion not more than 3 ft. below the roof ridge or highest place. IRC R806.2 6. Attic access min. 22" x 30" with min. 30" headroom, unobstructed, readily accessible opening. IRC R807.1. 8. Vent dryer, bath fans and ranges/ovens to the outside, unless otherwise 9. Tile for shower shall be 6' from floor with water resistant backing. See IRC R307.2. 10. Egress in every sleeping room shall have a min. net clear opening of 5.7 sq. ft. The min. net clear opening height dimension shall be 24", the min. net clear opening width dimension shall be 20", and the finished sill height not more than 44" above the finished floor. IRC R310.1. 14. Glazing in compliance with IRC R308 and Washington State Safety Glass Law. Exceptions are as outlined in IRC R308. 16. Sliding glass doors to be safety glazing, laminated, or tempered glass. IRC R308.4.1. 18. Glazing within 18" of floor and greater than 9 sq. ft. in area shall comply with impact loads. See plans. IRC R308.4.3. 19. All exterior wall glazing shall be double glazed and comply with State of Washington Energy Code. 20. ROOFING: a. Apply roofing in accordance with IRC. b. Provide attic ventilation as indicated on roof framing plans. 22. All smoke detectors shall be hard -wired and interconnected as required by IRC Section R314. 23. All carbon monoxide detectors shall be hard -wired and interconnected as required by IRC Section R315. 24. Verify all existing dimensions n field prior to construction. TABLE R402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT CLIMATE ZONE 5 AND MARINE 4 6 FENESTRATION U-FACTOR 0.30 0.30 SKYLIGHT U-FACTOR 0.50 0.50 GLAZED FENESTRATION SHGC NR NR CEILING R-VALUE R-49 (R-38 FOR VAULTED CEILING) R-49 (R-38 FOR VAULTED CEILING) WOOD -FRAMED WALL R-VALUE R-21 R-21 + 56 MASS WALL R-VALUE R-21/R-21 R-21 + 5 FLOOR R-VALUE R-30 R-30 BELOW -GRADE WALL R-VALUE 10/15/21 INT + TB 10/15/21 INT + TB SLAB R-VALUE AND DEPTH R-10 ® 2 FT. R-10 0 4 FT. NOTE: ALL HEADERS SHALL BE INSULATED WITH R-10 2018 WASHINGTON STATE ENERGY CODE PROJECT DESCRIPTION CONSTRUCT NEW 1-STORY 320 SQ. FT. ADDITION TO EXISTING 2-STORY SINGLE-FAMILY RESIDENCE PROJECT CONSULTANTS OWNER INFORMATION: NAME: KRISTEN & JOSEPH TUBBS 29309 13TH AVE S FEDERAL WAY, WA 98003 PHONE: 1-253-878-7700 EMAIL: SK8RGRL2060HOTMAIL.COM LEGAL DESCRIPTION APPLICANT INFORMATION: DAVE SIRCOLOUMB 6163 NE BAKER HILL ROAD BAINBRIDGE ISLAND, WA 98110 PHONE: 206-353-7643 EMAIL: SIRCOLOUMB®MSN.COM TAX ASSESSOR NO.: 516200-0210 ADDRESS: 29309 13TH AVE S FEDERAL WAY, WA 98003 LEGAL: MARLBROOK DIV 1 PLAT LOT 21 QSTR NE-5-21-4 LOT AREA: 10,800 SQ. FT. AGENCY CODE REVIEW BUILDING CODE: 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) ENERGY CODE: 2018 WASHINGTON STATE ENERGY CODE B. CONSTRUCTION TYPE: VB C. OCCUPANCY GROUP: R-3 D. LAND USE ZONE: IRS 9.6 AREA SUMMARY EXISTING 2-CAR ATTACHED GARAGE: EXISTING MAIN FLOOR: EXISTING UPPER FLOOR: TOTAL EXISTING FLOOR: EXISTING OPEN PORCH: NEW MAIN FLOOR ADDITION: TOTAL FIN. FLOOR (EXISTING + NEW): LOT COVERAGE CALC TOTAL AREA OF LOT: 35% COV MAX ALLOWED: PROPOSED BLDG. AREA: TOTAL PROPOSED LOT COV.: IMPERVIOUS AREA SUMMARY Ito] L1W1Nytilalei S TOTAL EXISTING ROOF AREA: TOTAL NEW/REPLACED ROOF AREA: EXISTING PAVED DRIVEWAY: TOTAL NEW/REPLACED IMPERVIOUS AREA: TOTAL NEW/REPLACED IMPERVIOUS LOT COV.: TOTAL IMPERVIOUS AREA (NEW + EXISTING): TOTAL IMPERVIOUS LOT COV. (NEW + EXISTING): 440 SQ. FT. 1,340 SQ. FT. 1,480 SQ. FT. 2,820 SQ. FT. 130 SQ. FT. 320 SQ. FT. 2,950 SQ. FT. 10,800 SQ. FT. 3,780 SQ. FT. ALLOWED 1,930 SQ. FT. OK 18% COV OK 10,800 SQ. FT. 1,610 SQ. FT. 320 SQ. FT. 860 SQ. FT. 320 SQ. FT. 3% COV 2,790 SQ. FT. 26% COV SUPPLY VENTILATION SYSTEM: WHOLE HOUSE EXHAUST VENTILATION SYSTEM (CHOOSE ONE) ❑ INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS ® INTEGRATED SYSTEM WITH FRESH AIR INTRODUCED INTO RETURN -AIR DUCT. MOTORIZED DAMPER WILL BE INCLUDED. YES/NO HIGHLY RECOMMENDED.) ® INTERMITTENT WHOLE HOUSE VENTILATION INTEGRATED WITH FORCED AIR SYSTEM ❑ WINDOW PORTS AT EACH HABITABLE ROOM. MINIMUM = NET (4) SQ. IN. EACH. ❑ WALL PORTS AT EACH HABITABLE ROOM. MINIMUM = NET (4) SQ. IN. EACH. ❑ INTERMITTENT WHOLE HOUSE VENTILATION USING A SUPPLY FAN MANUFACTURER MODEL ❑ INTERMITTENT WHOLE HOUSE VENTILATION USING A HEAT RECOVERY VENTILATION SYSTEM ❑ NOT APPLICABLE. ENERGY CODE GENERAL NOTES: EXHAUST VENTILATION SYSTEM: 1. DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING SOURCE SPECIFIC EXHAUST VENTILATION (CHOOSE ONE) INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION. ® INTERMITTENT EXHAUST 2. A RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE COMPLYING WITH R401.3 IS REQUIRED TO BE COMPLETED BY THE BUILDER AND PERMANENTLY POSTED LOCATION MIN. MANUFACTURER MODEL CFM-.25WG CFM-.1WG W.HOUSE SONES WITHIN 3 FT. OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. KITCHEN 300 CFM NUTONE CFM CFM YES/NO 3. BUILDING AIR LEAKAGE BLOWER DOOR TESTING, DEMONSTRATING THE SPECIFIC AIR BATH 1 150 CFM NUTONE CFM CFM YES/NO LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR, IS REQUIRED NUTONE PRIOR TO FINAL INSPECTION. THE WRITTEN TEST RESULTS SHALL BE SIGNED X BATH 2 150 CFM CFM CFM INO BY THE TESTING PARTY AND PROVIDED TO THE CODE OFFICIAL. X M BATH 3 150 CFM NUTONE CFM CFM NO 4. A SIGNED AFFADAVIT DOCUMENTING THE DUCT LEAKAGE TEST RESULTS LAUNDRY 150 CFM NUTONE CFM CFM YES/NO SHALL BE PROVIDED TO THE BUILDING INSPECTOR PRIOR TO AN APPROVED FINAL INSPECTION. 50 CFM CFM CFM YES/NO 5. MINIMUM OF 75% OF ALL PERMANENTLY -INSTALLED LUMINAIRES SHALL BE HIGH- ❑ CONTINUOUS EXHAUST EFFICACY LUMINAIRES, ALL EXTERIOR LIGHTING SHALL BE HIGH -EFFICACY. MINIMUM: KITCHEN = 25 CFM BATHS AND LAUNDRY = 20 CFM 6. EACH DWELLING UNIT IS REQUIRED TO BE PROVIDED WITH AT LEAST ONE MANUFACTURER MODEL CFM PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE. 7. ALL GLAZING IS TO BE LABELED "NFRC CERTIFIED" --SEE WINDOW SCHEDULE NOTE: FROM TABLE SRC M1507.3.3(1), FOR 4-BED LIVING UNIT < 3,001 SQ. FT. PROVIDE ENERGY CREDITS FROM TABLE 406.3 FOLLOWS: A MINIMUM CONTINUOUS VENTILATION RATE OF 75 CFM IS REQUIRED. 8 (1.5) AS FOR FAN CONTROLLED BY INTERMITTENT TIMER, PROGRAMMED FOR 1 HR. RUN-TIME 1.3 EFFICIENT BLDG ENV, WINDOW U= 0.28, FLOOR = R-38 (0.5 CREDITS) PER 4 HR. PERIOD (RUN-TIME PERCENTAGE OF 25%) HAS A FACTOR F = 4.0 4.2 DUCTS AND FURNACE LOCATED IN CONDITIONED SPACE (1.0 CREDITS) PER IRC TABLE M1507.3.3(2) 9. WHOLE -HOUSE FANS TO BE MAX. 1.0 SONE AS REQ'D. BY MINIMUM INTERMITTENT VENTILATION RATE REQUIRED = 75 CFM X (F=4.0) = 300 CFM IRC M1507.3.4.2 FAN NOISE SECTION. NEW GLAZING AREA SUMMARY OK, meets setback and encroachment requirements NOTE: NEW CONT. 4" GUTTER - EXTEND TO E. GUTTER & DRAIN TO E. D.S. LEADER 0, NOTE: SILT FENCE �I I SEE NOTE-:, 01 i I w A1.0 I I� I / I i NOTE: E. TREES TO REMAIN TYP. I - - o PROVIDE +4'-0" HT. N PROTECTION FENCING co AS SHOWN rt----- (SEE SHT A-2 FOR WINDOW SCHEDULE) NEW FINISHED FLOOR AREA: BASEMENT FLOOR: -- MAIN FLOOR: 320 UPPER FLOOR: -- TOTAL NEW FINISHED AREA- 320 NEW GLAZING AREA: PROPOSED SKYLIGHT AREA: -- PROPOSED WINDOW AREA: 70 PROPOSED GLAZED DOOR AREA: -- TOTAL GLAZED AREA 70 GLAZING AREA CONDITIONED AREA AVERAGE U-VALUE = UA TOTAL GLAZING % = GLAZING AREA TOTAL -7„ e,„ = 0.30 I II II II I II II II NEW II c EXISTING S.F. � I ADDITION HOUSE TO REMAIN = = = = 320 SF I I E. II I� II I - ��- - - II ENT I II II I� n =-_j1 I I II I I EXISTING ROOF III I I I II II II II II II I I 125.00 PROPERTY LINE ARRRFVIATI()Nq ADJUSTABLE MANUF MANUFACTURER ABOVE FINISHED FLOOR MECH MECHANICAL MIN MINIMUM BLOCKING N/A NOT APPLICABLE CENTERLINE NTS NOT TO SCALE CLEAR/CLEARANCE CEILING O.C. ON CENTER CONCRETE CONTINUOUS PT PRESSURE TREATED PTD PAINT DETAIL REINF REINFORCING DIMENSION REINFORCEMENT DRAWING REQ'D REQUIRED REV. REVISED/REVISION ELECTRICAL EQUAL SCHED SCHEDULE SIM SIMILAR FOOT/FEET GYPSUM WALL BOARD TEMP TEMPERED TYP TYPICAL HARDWARE HEIGHT SYMBOLS ELEVATION INDICATOR BUILDING SECTION INDICATOR WALL SECTION INDICATOR DETAIL INDICATOR 0 DOOR INDICATOR II I EXISTING PAVED DRIVEWAY TO (REMAIN NOTE: E. DRIVE TO BE USED FOR TEMP. STIAGING AREA II I VICINITY MAP 0 WINDOW INDICATOR SHEET INDEX CARBON MONOXIDE © DETECTOR SD SMOKE DETECTOR AO.1 SITE PLAN & PROJECT DATA EXHAUST FAN VTO A1.0 FOUNDATION PLAN & FRAMING PLAN/STRUCTURAL NOTES A1.1 MAIN FLOOR PLAN & DEMOLITION PLANS A1.2 UPPER FLOOR PLAN & INTERIOR ELEVATIONS A-2 ELEVATIONS & WINDOW SCHEDULE A-3 SECTIONS & DETAILS RECEIVED Aug 17 2021 z J D n z D D N Q� i o r a w O Y Z w � w J U 0 LL_ wmA o o� NU �; WQ a� Lo o< n S v~i to / o_ �� ¢} c,4 C14 I I 00 0000 00 CN 04. H W doe 0 V) w s �o p 3 < m c U wy z- 0 0 N < �m Z O 0 0 Q a W o 0 Z W LLJ O 0 (10 rn wN z >Ld 0 g �� U U J LLI w a � cn _ (n H U) O�0)Uj D_ N LL_ SHEET NUMBER aDA CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT STRUCTURAL NOTES 01 02 03 The following apply unless shown otherwise on the plans. 1. All materials and workmanship shall conform to the requirements of the drawings, specifications, and the International Residential Code 2018 Edition 2. Structural drawings shall be used in conjunction with architectural drawings for bidding and construction. Contractor shall verify dimensions and conditions for compatibility and shall notify Architect of any discrepancies prior to construction. 3. Typ. anchor bolt size: 5/8" diameter x 10" A.B. @ 32" o.c. & 12" from ends. Minimum 7" embedment in concrete. PI washer 3" x 3" x 1 /4" @ ea. bolt. 5. Concrete shall consist of 6 std sacks cement per cu yard, and shall attain a 28—day strength of f'c = 2,500 psi. All concrete exposed to weather shall be air —entrained with an air —entraining agent conforming to IRC Standards. The amount shall be 4% + 1 % by volume. 6. Reinforcing steel shall conform to ASTM A615-76A, Grade 40, fy = 40,000 psi. Column ties shall be Grade 40, fy = 40,000 psi. Spiral reinforcements shall be plain wire conforming to ASTM A615, Grade 40, fy = 40,000 psi. Welded wire mesh shall conform to ASTM A-185. 7. Reinforcing steel shall be detailed (including hooks and bends) in accordance with ACI 315-83 and 318-83. Lap all continuous reinforcement 30 bar diameters or 2'-0" minimum. Provide Corner bars at all wall intersections. Lap corner bars 30 bar diameters or 2'-0" minimum. Lap adjacent mats of welded wire mesh one full mesh at sides and ends. No bars partially embedded in hardened concrete shall be field bent unless specifically so detailed or approved by Structural Engineer. 8. Concrete protection (cover) for reinforcing steel shall be as follows: Footings and 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 spirals and beam stirrups 1 1 /2" 9. Provide the following minimum separations between wood and earth as Floor joist to earth: 18" Wood osts to earth: 1 " above conc., 6" above earth Beam/Girder to earth: 12" Top of foundation to earth: 6" Individual conc. piers: 8" Individual conc. piers shall project 8" min above grade or pressure —treated posts shall be used. 11. Framing lumber shall be graded and marked in conformance with WCLB Standard Grading Rules for West Coast Lumber No. 16, latest edition. Furnish to the following minimum standards: Joists (including 2 x 6 and larger members): Hem —Fir No. 2 or Douglas Fir No. 2, minimum basic design stress, Fb = 1,000 psi used as studs and plates). Beams and stringers: Douglas fir No. 1, minimum basic design stress, Fb 1,350 psi. Posts and timbers: Douglas Fir No. 1, minimum basic design stress, Fc 1,000 psi. Studs, Plates and Misc. Light Framing: Douglas Fir or Hem —Fir standard Top and Bottom Plates at Bearing walls: Douglas Fir construction grade. 13. Continuous plywood sheathing shall be graded C—D, exterior glue or structural II exterior glue in conformance with SRC Standards. See plans for thickness, panel identification index and nailing requirements. 14. Wood framing details not shown otherwise shall be constructed to the minimum standards of the IRC. Minimum nailing, unless otherwise noted, shall conform to the IRC. 15. All wood plates and blocking in direct contact with concrete shall be pressure treated with an approved preservative. Provide two layers of asphalt impregnated building paper between untreated wood and concrete. Provide corrosion —resisant fasteners and hardware for all pressure —treated lumber. 16. Notations on drawings relating to framing clips, joist hangers and other connecting devices refer to catalog numbers of connectors manufactured by the Simpson Strong —Tile Company, San Leandro, CA. Equivalent devices by other manufacturers may be substituted provided they have ICBO approval for equal load capacities. 22. Footings shall bear on solid undisturbed earth at least 18" below lowest adjacent finished grade. 0 1 0 0 i� NOTE: SIMPSON STDH 14 STRAP -TIE HOLD-DOWNS--TYP. AS SHOWN 0 ENDS OF WSP-SEE ROOF PLAN ABV FOR LOCATIONS ON PLAN NOTE: PROVIDE DOUBLE 2X4 STUDS TYP. 0 EA. STHD 14 LOC NEW CRAWLSPACE VENT CALC: AREA OF CRAWLSPACE: 320 SQ FT VENTILATION REQ'D. 0 1 /150: 307 SQ. IN. VENTILATION PROVIDED: (5) VENTS = 420 SQ. IN. OK 84 SQ. IN./VENT: FO U N DAT�ONPLAN n �I 24. Design criteria: IRC Seismic Design Category D2. Floor Live Load: 40 psf Allowable Soil Pressure 2,000 psf (Natural soils or compacted fill) Roof Live Load: 25 psf IRC Table R301.2.1.3 Equivalent Basic Wind Speed = 85 mph with exposure B (fastest mile V(fm) = 71 mph) 26. Braced Wall Requirements: Exterior braced walls: WSP (wood structural panel) Method: 15/32" cdx plywood sheathing 8D common nails @ 6" o.c. all panel edges and 12" o.c. all intermediate members Continuous plywood sheathing will be installed on all exterior walls. Minimum exterior braced wall length shall be 48 inches. All panel joints to be secured to 2x solid blocking. Sill plates shall be fastened to floor framing and top plates shall be connected to framing. Minimum interior braced wall length shall be 48 inches. Floor joists parallel to the top plate shall be toe —nailed to the top plate with 16d nails @ 6 inches o.c. max. Top plates shall be face —nailed with at least 8 16d nails on each side of splice. Typical framing connection requirements: Ceiling joist to plate: Toe nail 3-8d Sole plate to floor joist: 16d @ 16" o.c. Rafter to plate: Toe nail 2-16d Sole plate to floor joist Roof rafter to roof ridge: Toe nail 4-16d @ braced wall panels (BWP): 3-16d @ 16" o.c. Face nail 3-16d Joist to sill plate or girder: Toe nail 3-8d Rim joist to top plate: 8d @ 6" o.c. Ledger strip supporting joists or rafters: 3-16d @ joist NORTH 1 /4" = 1'-0" Z 0 0 0 I 0 Q W Z 15'-6" A A-3 - — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — F- — — — — — — — — — — — --- — I E. FOUNDATION WALLS-TYP. E. 2X4 WALL CONSTR. ABOVE-TYP. I NOTE: DOUBLE STUD POSTS-TYP. UNLESS NOTED OTHERWISE I NOTE: NEW 8" HT. X 2'-0" W. CONC. FTGS. W/ NEW 2X4 ® 16" 0 C WSP WALLS IN E 16'-6" ------- -------- II �I U n li li li li E. CRAWLSPACE I i li li li CRAWLSPACE--ALIGN W/ E. WSP WALLS ABOVEr I i 1 /2" PLYWD. SHEATHING/NAILING TO MATCH SECURE WSP TO NEW CONC. FOOTINGS I I i W/ 5�8" X 10" A B 0 4'-0" O C 21'-0" E. GARAGE SLAB & 12FROM ENDS-TYP. AS SHOWN I II II � IIII E. BEAM - -� L---- J I - - - I I - - - - — — — — — — — I III ---------------- I I I I I I I ---- I I L II U I I I I � O O ALIGN �'0�,o I � o � ALIGN I -1 � - - I -- xxxxxx - --- --- - - LEM ��Q,J 9s` N L-- — — — — — — — — — — — — — — — — ro Q`��PG'� 40-000 Q`�0QG'� 14'-8" /o �A --- L---- ---� /Lc------------ ----- III--------- ---- I ---- —� N z NOTE: SAW -CUT & REMOVE E. FOUND. 0 WALL FOR NEW CRAWLSPACE ACCESS as C�G� N 0 o Q +6 QF -C:) NEW CRAWLS ACE E. CRAWLSPACE I J _ ~ o r - 0 ��. 6 MIL. VISA. LAP 12" 0 SEAMS I - J = U w & EXTEND U FOUND. WALL TO PL NOTE: #4 X (2'-0" L.) DOWELS rl 0 0 12" O.C. VERT.-DRILL INTO r N N 6" X 14" SCREENED FOUND. E. FOUND. (2) LOC. TYP. AS SHOWN `. VENTS-TYP. AS SHOWN z ®w L� �J L ——— — — — — — __iL L—___ _ _ T T A N. 8" CONC. FOUND. WALLS TYP. A-3 15'-6" 8'-10" 7'-8" 13'-0" WSP E. BEAM H 3'-0" O WSP a � I a � I � U 0 32'-0" NEW ADDITION 21'-0" EXISTING TO REMAIN NOTE: APF LY NEW 1 /2" CDX vai NOTE: APPLY NEW 1 /2" CDX PLYWD. SHEATING TO E. 2X4 III 3 PLYWD. SHEATING TO E. 2X4 WALL STu6s PER WS TES _ I Lu WALL STUDS PER WSP NOTES BRG. WALL TO NE Q o a I c� M 3 I Li V) 8'-10" E. GARAGE WALL TO NEW WSP WSP 14'-8" o EXISTING WALL CONSTR. LL_ TYP. AS SHOWN E. WALL TO NEW WSP o O 3 5 G N - - - X C0 CJ OCR C; N - / / Q ��QQ w NEW WALL CONSTR. p�� C; Q OAP w ®+� Q �' TYP. AS SHOWN Q p�P C_ NOTE: APPLY NEW 1 /2" CDX �_+, 'Co �' 5��p� +rO QG' �' I PLYWD. SHEATING TO E. 2X4 ;Q/�� U_ I Q �Q/�5� WALL STUDS PER WSP NOTES ---- N — — — —_— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — GL 5.125 X 15. F-V4 GL 5.125 X 15.0 24F-V4 LO Z 'Os�'l>.06 A X 0 0 N I- s� so os r- A ti ti CNI ®Q o9A � _ �w N t: Z N Of 0 L_ 0C� 0 a Z X I3 WSP PARTIAL WSP/NEW ROOF FRAMING PLAN 1 /4" = 1'-0" 4X10 DF#2 HDRS TYP. - 4�---- - - - - - - - 9t-- Oss -099 WSP WSP 32'-0" NEW ADDITION A N w tZ U_ 0 0 a N X N w 0 N N I 00 CV I 00 RECEIVED Aug 17 2021 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT A I, Z 0 U) D U) 0 Q 0 a 0 w Y U w 2 U Q O Z w J W mZ � o NV U W< En �Q 6 aW o< n 5 v~Ln aU_ 1. f-r}» � 4- I 00 co00 00 w 44 Q V/ L.0 _ W �3 Qm UJ U Z v+ (n "� c3 Q c�0 m Z 0 ~ g C) 0 C' Q Z L LJ U Z �3 W PO Z Q o — o rn W N Z z of > -I-, 0 V �< U 0 U m� J Z w m Q Of ... O 0 Ld 0 SHEET NUMBER 01 02 03 02 03 EXISTING WALLS TO REMAIN - TYP. U.N.O. EXISTING WINDOWS TO REMAIN TYP. U.N.O. E. BEAM I I I I I I I I I L ---------------- N E: REMOVE E. KITCHEN �"� ��� ��� �"*% — J WAL j� CASEWORK, EQUIPIvJrNT, I /' FIXTURE5, FINISHES & OGHTING / COMPLETELY AS REQ'9f FOR I I — NEW REMO�kL WO�IC IIr �� D //' / / ♦ III I o-� /% //' N �� i —„ / �oc Ir0 o l I I ----�_—_—_—_—_—_— — — — — — — —=_--_�-- =======3--- II NOTE: REMOVE E. FLOORING/FINISHES II M AS REQ'D. FOR NEW KITCHEN/DINING REMODEL III NOTE: REMOVE E. EXTERIOR WALLS III III & WINDOWS AS REQ'D. FOR NEW III CONSTR.-PROVIDE TEMP. SHORING & BRACING AS REQ'D. III III III 11i MAIN FLOOR DEMOLITION PLAN 1/4" = 1'-O" F I I I I I I I I I I I I I I I I i I I I I I I I II H II II II NOTE: REMOVE E. WALLS II TYP. AS SHOWN FOR NEW HREMODEL WORK II II 1 T\ REMOVE E. CLOSET DOOR, TRIM & CASEWORK NOTE: REMOVE E. BATH COMPLETELY INCLUDING FIXTURES, CASEWORK, FINISHES & LIGHTING AS REQ'D. FOR NEW CONSTR. NOTE: REMOVE E. WINDOW PREP FOR NEW INFILL WALL CONSTR. TO MATCH E. WALLS UPPER FLOOR DEMOLITION PLAN 1/4" = 1'-0" wwly, I �n 00 04 0 I 0 15'-6" 16'-6" 53'-0" 21$-0" v NEW ADDITION EXISTING TO REMAIN MAIN FLOOR PLAN 1 /4" = 1 '-0" DEMOLITION NOTES I 1. REMOVE ALL FLOOR FINISHES TO �ul EXISTING SUBFLOOR, PATCH AND REPAIR SUBFLOOR AS REQUIRED FOR NEW FINISHES 2. REMOVE EXISTING WALL FINISHES, INCLUDING PLASTER OR GWB, AS REQ'D. FOR NEW CONSTR. 3. REMOVE ALL EXISTING CEILING FINISHES, INCLUDING PLASTER OR GWB, AS REQ'D. n FOR NEW CONSTR. 4. REMOVE ALL ELECTRICAL INSTALLATION, INCLUDING FIXTURES, AS REQ'D. FOR NEW CONSTR. 5. REMOVE ALL MECHANICAL DUCTWORK AS REQ'D. FOR NEW CONSTR. 6. REMOVE EXISTING PLUMBING FIXTURES AND ROUGH -INS AS REQ'D. FOR NEW CONSTR. 7. REMOVE EXISTING WINDOWS, INCLUDING TRIM AND FLASHING, AS REQ'D. FOR NEW CONSTR. 8. REMOVE ALL EXISTING DOORS, INCLUDING TRIM AND FLASHING, THEN PATCH OR REPAIR ADJACENT AREAS AS REQ'D. FOR NEW CONSTR. 9. PROVIDE TEMPORARY SHORING AS REQ'D. DURING DEMOLITION OF EXISTING CONSTR. 10. COORDINATE WITH PROJECT OWNER REGARDING EXISTING PLUMBING FIXTURES AND KITCHEN EQUIP., FIXTURES, AND CASEWORK TO BE SALVAGED FOR REUSE IN NEW REMODEL. &i z 0 N w w V) N A oo;� 04 c0 Q N Z DY Z Qw Ld w w = Q J N 0 U 0 LL_ 0 101 RECEIVED Aug 17 2021 I— z J Z 0 0 �� N N I I 0000 iv. to to 00 U w Q L.0 L w � 3 Qm U LEI y O z� Q (o Z O z o � 0 Q g LLI w C) 0 w p, z 0 g w CL V) w a a� Z 0 o _j V) a O � mMJ �iLLI z U Lu m Q m: O�rnw N LL. SHEET NUMBER QIA CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT UPPER FL DOOR SCHEDULE D OOR NO. SIZE TYPE DOOR FRAME DET. _ VALUE RATING REMARKS WIDTH HT THK. MATL. FIN. MATL< FIN, HD JMB SILL 101 2'-4" 6'-8" 1-3/ "A WD PT WD PT SC DOOR 102 2'-6" 6'-8" 1-3/ "A WD PT WD PT SC DOOR 102 2'-6" 1 6'-8" 1-3/ "A WD PT WD PT SC DOOR DOOR TYPES A B PORCELAIN OR STONE Tn C CUn%A/CD CI IDDnl Min Ju/ir\w4u i o rLAI rumm W/ CERAMIC TILE SURROUND r--"\.B.ATH ELEV J Ix Ld CL CL 1/2" = 1'-0" BATH ELEV 1'-6" 1'-6" WOOD FASCIA TO MATCH W/ LIGHT FIXTURES W/ PAINT FIN. P-3 •" TEMP. PL GLASS .L—MOUNTED MIRROR . AS SHOWN " TEMP. SAFETY GLASS 1WER ENCOSURE L—MOUNTED SHOWER EMBLY— PROVIDE SOLID BLKG. AS REQ'D. CELAIN OR STONE SHOWER SURROUND— — ALL SIDES AS SHOWN /2" S.S. GRAB BAR VIDE SOLID 2X G. AS REQ'D. V.G. FIR BASE TRIM AS SHOWN NORTH co to e 00 I N UPPER FLOOR PLAN 1/4" = 1'-0" PORCELAIN OR STONE Tn r ell inwrn ell rnnr%i u.in JVHrmvgk2 IUD rLHI rumm W/ CERAMIC TILE SURROUND MASTER BATH ELEV 1 X6 WOOD FASCIA TO R' "T"' ' CAB. W/ LIGHT FIXTURE 1 /4" TEMP. PL GLASS WALL —MOUNTED MIRROR TYP. AS SHOWN GWB W/ PAINT FIN. P- 1 /2" TEMP. SAFETY GL SHOWER ENCOSURE WALL —MOUNTED SHOWE ASSEMBLY— PROVIDE S, 2X BLKG. AS REQ'D. PORCELAIN OR STONE TILE SHOWER SURROUN TYP. ALL SIDES AS SHC 1-1 /2" S.S. GRAB BAR PROVIDE SOLID 2X BLKG. AS REQ'D. MASTER BATH ELEV RECEIVED &i z O cn w W N V) N I p p i N �w � O Z Y Z Qw Ld w 0 0 0 LL- WU Wof OfQ m, oz OTi U)6 Q w 0< 5 v~i s x �LL_ I I 00 0000 to to O O V) H W U ry a' V/ L,C W t p 3 QmLd 0 z� Q �m LEI Z 0 0 F- 2 U Q (n Q � Q O o W U Z g o 0 CL 0 U) rn z w O L LJ V) >� LLI z O U) 0 F- m �J Ld CL W m Q 0 0w (n :D D_ F—N w SHEET NUMBER 1 /2" = 1 '-0" 1/2" = 1'-0" 1/2" = 1'-0" Aug 17 2021 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT EXISTING ROOFING TO REMAIN-TYP. PL EXISTING WINDOWS 1 REMAIN, TYP. U.N.O. EXISTING SIDING TO REMAIN, TYP. U.N.O. 12 NEW 12" X 18" SCREENED GABLE NEW ASPHALT SHINC ROOF VENT 4 ROOFING ® ADDITIOF TOI MATCH E. ROOFI E. UPPER FL PL NEW HARDI-PLANK BEVEL SIDING TO MATCH E. SIDING- TYP. AS SHOWN EXISTING HOUSE TO REMAIN NORTH ELEVATION 1/4" = 1'-0" A. END ELEVATION KITCHEN ISLAND ELEV. nz 1 /2" = 1'-0" NEW ADDITION NEW WINDOWS PER WINDOW SCHEDULE SHEET A-2 E./NEW MAIN FL E./FIN. GRADE WEST ELEVATION 1/4" = 1'-0" WINDOW SCHEDULE WINDOW NO. TYPE ROUGH OPENING FRAME GLAZ'G AREA (SQ FT) U VALUE HDR HT (A.F.F.) DETAIL N0. /SHT A-7.1 REMARKS WIDTH HEIGHT MATL FIN HEAD JAMB SILL 201 SL 8'-0" 3'-6" VIN FF INSUL 28.0 .28 6'-10" 202 SGD 6'-0" 6'-10" VIN FF INSUL 42.0 .28 6'-10" TEMPERED SAFETY GLASS 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" co s M 1'-6" 1'-6" DW 4'-0" 1'-6" KITCHEN ELEV GWB WALL W/ PAINT FIN. S.S. WALL -MOUNTED VENT HOOD V.T.O.-PROVIDE 2X BLKG. IN WALL AS REQ'D. WOOD —FRAMED WALL CABINETS W/ TEMP. GLASS FRONTS TYP. CERAMIC TILE BACKSPASH— TYP. AS SHOWN P. LAM. VENEER BASE CAB FRONTS TYP. AS SHOWN WHITE MARBLE CLADDING TYP. (2) ENDS OF ISLAND & COUNTERTOP WOOD —VENEER DOOR FRONTS TYP. BASE CAB. AS SHOWN RANGE/OVEN RANGE/OVEN 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'- 1 X4 V.G. FIR BASE TRIM TYP. ® 45 ANGLE ® 450 ANGLE KITCHEN ELEV nc 3'-0" 3'-O" 3'-O" 1'-6" 1 1'-6" 1 1'-6" 1 1'-6" 1 1'-6" 1 1'-6" EN EV 06,KITC,H /2"0» EL RECEIVED Aug 17 2021 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT &i z O w w N V) N Q 0 w Y U W 2 U I— z J N z O U N I I co W Q cl N Q O z W J LL_ �� t;�• rn rn I I 00 0000 to to V I— C) Ld U �C-Z Q _ V) L.0 W t p 3 Q mLLI 0 z� Q �m Z 0 F— W r) 0 Q 2 U Ld `) U 3: Z O Ld po o Z �_ o U) rn LLJ V) z >� Lv U) Q Z r zo O U) M U ?� M �J w W O(§ W WLd J �W v) LL.I C_ CV Ii SHEET NUMBER Q=12 1 /2" = 1'-0" 1 /2" = 1'-0" 6 MIL VISQUEEN-LAP 12" MIN \ / ® SEAMS AND EXTEND UP FOUNDATION WALLS TO PL BUILDING SECTION 3/8" = 1'-0" \_ Not part of this permit AN VENTED INSUL. SOW SCHED SHT. A1.1 IONS li III EXISTING INTERIOR WALL CONSTR. EXISTING FLOOR CONSTR. P.T. 2X10 LEDGER W/ (3) 1/4" DIA. X 3-1/2" SIMPSON SDS STAINLESS STEEL SCREWS INTO EXISTING 2X RIM JOIST TYP. N W FLOOR CONSTR. 2X10 @ 16" OC EXISTING CONC. FOUNDATION A co EXISTING WINDOW CONT. GALV. MTL. FLASHING TYP. 0 ROOF-TO-E. WALL CONN. 2X10 BLOCKIN CONT. 2X10 LEDGER (3) 1 /4" DIA. X 3-1 SIMPSON SDS STAINLESS STEEL SCREWS I XISTING 2X RIM JOIST NEW 1 /2" GWB OVER E. PLYWD. SHEATHING/EXT. WALL CONSTR. TYP. NEW ROOF -TO -EXISTING WALL 3/4" = 1'-0" TYP. ROOF CONSTR. 2X ROOF RAFTERS PER PLAN VENTED BIRD -BLOCKING W/ (3) 1-1/2" DIA. SCREENED HOLES PER BLOCK GALV. METAL DRIP FLASH CONT. 4" METAL GUTTER OVER 2X10 CEDAR FASCIA 4X HEADER PER PLAN W/ R-10 RIGID FOAM INSUL. ® INTERIOR SIDE VINYL -FRAMED WINDOWS W/ INSUL. GLASS TYP. 2x6 @ 16" OC TYP. EXTERIOR WALL CONSTR. TYP. FLOOR CONSTR. I 2x12 HF #2 @16" OC FIN. FL. P.T. 2X6 PL W/ 5/8" X 10" A.B. ® 4'-0" O.C. & 12" FROM ENDS TYP. z_ a E./FIN. GRADE c° :2 (2) #4 CONT. TOP a 6" DIA. PERF. FOUNDATION i' DRAIN IN WASHED GRAN. iv BACKFILL--SEE SITE PLAN FOR DISPERSION °°T- =1 I I1 I I1 I I1 I I�I�\III11 111 11III 11$111 11� (2) #4 CONT. BOTTOM 4" 1 1 8" 1 1 4" #4 VERT. HOOK ® 16" O.0 1'-4" cii z 0 V) L;j N N V) Q 0 w Y U w 2 U z J [n z 0 U Q O z W J L.L_ 0U j� N= U U �3 Lwa 06 a� o< o � t x aLL. c,4 cV I I 00 0000 4LO 4LO 00 U W ~ s C) o' v _ LLI .Y 3 L3 Q m� U LL y O Z o, N Q �m Z 0 F- 0 0 Q w U Jw Q PO O Q 00 U) O 0 W w z >� w Q p U Z 0 U m J w Q 2 Ltl 0_D 0 0 (N (n 0_ N lwi SHEET NUMBER SECTION Q ON -GRADE DECK 3/4" = 1'-0" TYP. NEW -TO -EXISTING FLOOR CONN. 3/4" = 1'-0" TYP. EXTERIOR WALL SECTION RECEIVED 3/4" = 1'-0" Aug 17 2021 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT