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11-102577 PLANSTHE COVE' 2 4 Project Data Project: C LEASING / FITNESS CENTER SITE LOCATION MAP rnap by King County NAP 2 3 33131 1st AVE SW FEDERAL WAY, WA 98023 � ' J 154 sq. ft. / 300 sq. ft. / occupant 5 Remove existing Leasing Office/ Fitness Center (3,573 sq. ft.) Build a New Leasing Office and a Fitness Center in separate buildings on the same location as previous building. Municipal - Code Analysis Building Inspection: City of Federal Way Community & Economic Development 33325 8th Ave S �- - Federal Way, WA 98003 [p] (253) 835-7000 BUILDING DATA .ram Code Enforced: Federal Way Revised Code LEASING CENTER 2009 International Building Code �r '• Washington State Amendments, WAC 51-50 HEATED AREA = 2,659 SQ. FT. MAIL ROOM = 168SQ. FT. 2009 Washington State Energy Code, WAC 51-11 2009 Washington State Ventilation and Indoor Air FRONT PORCH = 123SQ. FT. Quality Code WAC51-13 TOTAL CONSTRUCTED AREA = 2,913SQ. FT. 2009 International Fire Code Washington State Amendments, 51-54 - 2009 International Property Maintenance Code FITNESS CENTER t 2006 International Existing Building Code 2009 Uniform Plumbing Code EXERCISE AREA = 490 SQ. FT. RESTROOM AREA = 133 SQ. FT. Washington State Amendments,WAC 51-56 TOTAL HEATED AREA = 623 SQ. FT. Q &WAC 51-57 r ' BREEZWAY AREA = 123SQ. FT. 2009 International Mechanical Code TOTAL CONSTRUCTED AREA - 746 SQ. FT. ✓ f Washington State Amendments, WAC 51-52 J 2008 National Electrical Code y' 2003 Accessibility Code ICC/ANSI Al 17.1 SITE DATA Area of WorkSquare Feet: total gross 4,500 sq. ft. disturbance (both buildings) Lot I = 145,340 sq. ft. = 3.34 Ac. Lot II = 112,208 Sq. Ft. 2.57 Ac. sI Occupancy: B - 3 .r Construction type: V-B TOTAL SITE AREA = 257,548 Sq. Ft. = 5.91 Ac. •" Zoning: Legal Description: RM 2400 Portion of lot 1, King County Short Plat No. 1080010, as recorded under King County Recording No. t ' 8107010685, being in the Southwest quarterof Section 17 and the Southeast quarterof Section 18, all in Township 21 North, Range 04 East, W.M. Tax ID: 182104-9035-01 and 182104-9053-08 Loads: Live - 40psf Snow - 25psf Wind Load (3 sec. gust) - 85 mph, exposure B Height / Area Allowed: 35 ft. Seismic Loads: Ss & S1 Sprinklered: None Exit Analysis: 200 ft, max 54ft provided Parking Note No net reduction impact on parking will occur as there are no increases in occupant load or change of use. OWNER CONTRACTOR The Cove Apartments, LLC Robert Johnseine 9757 Juanita Drive NE, # 300 Washington Complete Kirkland, Washington 98034 Construction 425 - 821 - 3844 425 - 821 - 3844 Exercise Area = 490 Sq. Ft. / 50 Sq. Ft./ Occupant /Occupant = 2 Occupant ® ® `tJ ZZ)+ I L. / 300 sq. ft. / occupant = 1 occupant LEASING CENTER FITNESS CENTER OFFICE AREA = 2,170 Sq. Ft. / 100 Sq. Ft./ Occupant = 22 Occupants Exercise Area = 490 Sq. Ft. / 50 Sq. Ft./ Occupant = 10 Occupants COPY ROOM = 43 Sq. Ft. / 300 Sq. Ft. /Occupant = 1 Occupants Restroom = 133 Sq. Ft. / 100 Sq. Ft. /Occupant = 2 Occupants POOL EQUIPMENT =154 Sq. Ft. / 300 Sq. Ft. / Occupant = 1 Occupant Total Occupants = 12 Occupants MAIL ROOM = 115 Sq. Ft. / 100 Sq. Ft. / Occupant = 2 Occupants Total Occupants = 26 Occupants INDEX TO DRAWINGS ARCHITECTURAL CV 1.1 COVER / NOTES C 1.1 ARCHITECTURAL SITE PLAN A1.1 LEASING -MAIN FLOOR PLAN Al .3 FITNESS -FLOOR PLAN A2.1 LEASING EXTERIOR ELEVATIONS A2.2 LEASING EXTERIOR ELEVATIONS A2.3 FITNESS EXTERIOR ELEVATIONS A3.1 LEASING BUILDING SECTIONS 3 ARCHITECT Gregory Sparhd'Wk, aia Weidner Investment Services 425 - 250 - 2975 STRUCTURAL ENGINEER Anderson Peyton Structural Engineering Consultants 31620 23rd Ave S #321 Federal Way, WA 253 - 941 - 9929 CIVIL ENGINEER Triad Associates 12112 115th Ave NE Kirkland, WA 98034-6929 425 - 821 - 8448 C i:3 9�315 REGISTERED ARCHITECT iffE` ' P "SPARHAWK ST TE WASHINGTON Z$ 11 VJ A S�E 3 N t>'t Clr� complete CON TRVCTION-LL(,- w z w U(y) N O 00 O1.- LJ.J 3 z � F-- 3 J ' ^ W vo z LL LU wQ W > r- O "' U CIVIL 1 of 4 DEMOLITION AND T. E.S.C. PLAN 2 of 4 GRADING DRAINAGE AND UTILITY PLAN LANDSCAPE A 06 20 11 PERMIT SET DATE DESCRIPTION Ll of 2 LANDSCAPE PLAN A PROJECT NO: CV NEW OFFICEZ DRAWN BY: Mill CHK'D BY: Mil RECEIVED COVER JUN 2 9 2011 SHEET CITY OF FEDERAL WAY CDS 4 5 CV1 *1 3 1 5 I M Em r4 im 110 I ^N a 13'-2" 101-01, N 5/OX5/0 HS 5/Ox3/0 AB 17 2-3 t0x710 Mtl ad Keyed X23 Pool Equipment 0? Fl-0-4] Concrete 4'-0-2"' Sim. See note below ...... ....... 3/Ox2/0 A N 3/Ox5/0 FX MUL AB A �D F en 4 91, L < 5-3" X 6/Ox3/0 FXw/ CN LO 0 2-1 Y2" T BARS @ EQ. SP��".' X Men 0 �0 U IN 103 V) X 16 U CN I Tile QO 0 X _C 12 C) M IL 15 fk Mail Area X. Fl-075 13 G16 Spaced Decking T 15 13 0 B Sim. @ mailroom 0 N • 2X4 10 • No insulation g" �14 00 `V-r- sheathing on Women 0 Z) inside for gyp. bd. /0 Tile See AI.2UPPER 7 LEVEL FLOOR PLAN for additional /Ox8/0 FUL IT SAF GL N windows in this room 00 Ox2/0 AW B SAF GL 3'-5" 2 10 co _j <ca < U_ < N 0 1 0 - 0 - IC14 L0 C4 000 0X L LO I- (1) Cl) M F Q 1 A3.2 1 l'-5" K�)l /�D 12'-8" 4'-0-1" 2 2-3/Ox8/0 Str. Frnt Saf. G1. Closer 3/Ox2/0 AW 2 3/Ox5/0 FX M U LAB C? 04 5 Middle '-52-"' 2 4 Lower :2 2'-5" 1, 3L 3: < Lil C'\1 T L0 0 X X 3/Ox2/0 AW I C C��3 �C�1' ) 3/Ox5/0 FX M U L AB Entry/Seating 100 Carpet w/ T20Tile Boarder V Room - See A1.2 UPPER F 07, C? LEVEL FLOOR PLAN Carpet Zo C T I L C for additional windows in this room 6/Ox6/0 HS Saf Vinyl window Mul AB C? 3' Cafe F106] Tile 01 7 1 �2 3 - 10 N_ RT- 7 X 04 =4 4-- X r-1 9=� L_Tj - L-\-/--i 2x6 Z :Z LU LU. Fn ............. LO 0 0 X LU 00 10 LU 0 LU LU N V,) �Z . - - - - - --- - - - - - - Uj co Y CI T 20 20 Office 109 Carpet T C See A1.2 UPPER LEVEL FLOOR PLAN for additional windows in this room O 00 X 0 D X < U_ CD, 0 C Z Z Uj c> >- Uj 04 X8 T -_ t= CO W X :3 Uj () Uj Uj co C14 cn V < =311 I Copy Room C) 1X_ LU X U_ 2 Middle -X 00 B Carpet C14 U) X X 0 0 3/Ox2/0 AW 1 Lower 3/Ox2/0 AW Cl) Accessible co 3/Ox5/0 FX MUL AB Entrance/ Exit 3/Ox5/0 FX LILAB 11 I 3 25 A 2-3/Ox8/0 Str. Fmi I I L= L Sat. GI. Closer B ZN 1 0'-72" 3'-5-L" 2 FX Office E07] Carpet X U_ LO LO 8 � Z aA" co L co Cn X < U_ 00 04 U) X X - 0 0 - Closing Room F _6 87 28 Carpet >< U_ LO See A1.2 UPPER 2 LEVEL FLOOR PLAN CY) for additional windows in this room 3/Ox8/0 gl dr saf gl 2X6 QQ X C) 2 LO X 0 co co Office FT-1-61 F -iC'4 X U_ L? Carpet 0 MV Cl) q ih 3/Ox5/0 FXivv ... I Porch Zo L�j 2 A 2 LT - A3.1 1- 1.- 1(�D [H�] 3 i' Concrete 2'- 1 2. 51 X C� 2 3'-10" 3'-6" 4'-3"' 21-011 9'-6" 67-3i" �2 DOOR HARDWARE SCHEDULE NOTEN DIMENSIONS ON THIS SHEET ARE SHOWN TO FACE OF Provide door hardware locksets, and latchsets having lever, or 1 r1 FRAMEING. DIMENSIONS SHOWN ON THE FOUNDATION PLAN ARE other devices, push operated, able to open by wrist or arm A2.1 A3.2 3/4" OUTSIDE FRAMING DIMENSIONS pressure. 2 Floor Plan A3.2 4' 8'-2" L 4'-C' 7-6" 5-62' 0 0 PLAN KEY NOTES 1. 16" high platform 2. 36" high platform. 3. Premanf. base & upper cabinets. 4. Mount for TV @ 6'ab. fin fl. , provide power, data, cable outlet. 5. Granite countertop per sheet ADA2. 6. Provide level 4 finish to gypsum board, primer, and 2 coats of finish color of low VOC paint, typ. 7. 2A1 OBC min size extinguisher. Mtd. in Recessed Cab. 8. New conc. walkway at maximum slope 1:20. At pool decck match existing pool deck finish and elevation. 9. Floor and Walls non-absorbant per IBC 1210, RE: C1.1 10. Line of roof above. 11. Min. 60" diameter Accessible turning space. 12. Min. 30"x48" min. Accessible Clear floor Space. 13. 1 Y2"x36" grab bar @ 36" ab fin fl. provide 2xl 0 solid blocking 1 stud bay beyond each mounting end of grab bar. 14. 1 Y2"xl 8" vertical grab bar mtd. 40" ab. fin. fl. to btm. & 40" from the rear wall. 15. 1 Y2"x42" ho(iz. grab bar mtd. 12" max. from rear wall & 36" ab. fin. fl. 16. Toilet compartment partition mtd. 12" ab. fin. fl. Door to comply with all requirements of ICC/ANSI Al 17.1-2003 604.8.3 17. Electrical Panel 18. Undercounter refrigerator. 19. Dishwasher. 20. Ceiling change above. 21. Outdoor gas fire pit. T' recess. 22. Slope away from building Y4"Ift. 23. 1,Y2" handrail @ 36" ab nosing. 24. US Postal Service approved Mail Boxes mtd per US Postal Service requirements. Provide ADA Accesible Boxes for each Type A Unit on Site. 25. PLam. countertop 26. 6X6 post wrapped to 12xl 2 finish. 27. 18"x24'Crawl space access panel insulated per schedule forwall. 28. Butt glazing glass partition to 10'. (Saf. GI.) ELECTRICAL NOTES I Electrical System to be a Design/Build system with a deferred submittal to the City that complies with the requirements of all applicable codes including Local Amendments to Chapter 23.30. The deferred submittal is to include the Lighting Power Summary, Light Budget Worksheet as required by the governing authorities. 2. Design includes all stamped drawings, specification and engineering required to obtain all required permits. The contractor is responsible to obtain and pay for all required permits. Drawings and specifications shall be approved by the owner prior to submittal. 3. The owner is to provide the electrical contractor the desired location of all light fixtures and outlets. Any changes required to shall be approved by the owner prior to installation. MECHANICAL NOTES I Mechanical to be provided thru Design/ Build contract. Contractor is responsible for the design and insfalafion of the completed system that meets all applicable codes and requirements. Design includes all stamped drawings, specification and engineering required to obtain all required permits. The contractor is responsible to obtain and pay for all required permits. 2. Mechanical ventilation system to be provided thru exhaust fans with outside make-up air complying with all the requirements of the Washington State Ventilation and Indoor Air Quality Code. (particularly Table 3-4) System to be approved by owner prior to permit submittal. 3. Heating to be design/build heated water radiant system. Boiler to be located in the Pool Equipment Room with coils set in the Gyp -Crete floor System. Wall ASSEMBLY TYPES FA Exterior Wall: Exterior cladding per Exterior Elevations, Over a rain -screen system of 1 x2 furring @ 16" o.c. vented @ btm. with insect screen. Over 60 min. waterproof membrane/windscreen (WPM). Over Typ. Exterior Sheathing per Structural. Over 2x6 framing spaced per structural. With Batt Insulation per insulation schedule. With Vapor Barrier on the warm side. With painted !/2" gyp. bd. on the interior FB] Typical Full -height Interior Wall: Provide 2x4 (2X6 if notes on Floor Plan) studs, 3 1/2" sound attentuation blankets @ offices and restrooms, and 1/2" gypsum board each side. Provide level 4 finish on gypsum board, primer coat, and 2 coats of finish color of low VOC paint. Info on Interior Wall at Bathroom: Provide smooth, non -porous surface up to 48" at wet side or approved the backer product 9315 REGISTERED 7 ARCHITECT 9315 REGISTERED ------------- ' ST D ARCHITECT RE R PAUL SPARHAWK ST E F LWASHINGTON D Complete CONSTRUCTION - LLC A 106 20 11 1 PERMIT SET I DATE DESCRIPTION APROJECT NO: CVNEW OFFICEZ DRAWN BY: Mil CHK'D BY: Mil LEASING. FLOOR PLAN I Al 91 0 1 ' 2 3 ' 4 5 N is 0 -----3------------ I I 6- Roof Plan /„ = 1 ,_0„ 8 ATTIC SPACE VENTILATION CALCULATIONS 1. Per IBC 1203.2 Exception provide al perm vapor barrier on the warm side. 50% of the ventilation is provided in the upper portion 3' above the eave. The balance of the required ventilation is provided thru eave vents. Provide 1 sq.ft.of free ventilation area minimum /300 sq. ft. of attic space. Vented area see ROOF PLAN. • Screened ridge vent = 13.5 sq. ft. net free vent area / linial ft. of vent. • Eave vent limited by holes in blocking at the wall. Screen to be provided thru 2" continuous screened in the soffit. Provide 3-2" diameter holes / block. 3x3.143xl x1= 9.43 sq. in. / 2' eave block. AREA 1 490 sq. ft. / 300 sq. ft./sq. ft. of net free vent area = 1.66 SQ. FT. net free vent area requiredP upper portion (.82 sq.ft. x 144 sq. in / sq ft. = 117.6 sq. in.) 206 net free vent area required / 9.43 sq. in net free vent area / vent block = 13 vent blocks minimum required (13 vent blocks provided) lower portion (.83 sq.ft. x 144 sq. in / sq ff. = 117.6 sq. in.) 117.6 net free vent area required / 9.43sq, in net free vent area / vent # block= 13 blocks minimum required See roof plan for number & vent locations. 13 vent blocks provided Floor Plan. /„ _ 1,_0„ 4 .mow" EXERCISE AREA = 490 SQ. FT. RESTROOM AREA = 133 SQ. FT. TOTAL HEATED AREA = 623 SQ. FT. AREA II 256 sq. ft. / 300 sq. ft./sq. ft. of net free vent area = .85 SQ. FT. net free vent area required upper portion (.42 sq.ft. x 144 sq. in / sq ft. = 61.44 sq. in.) 61.44 net free vent area required / 13 sq. in net free vent area / ft of ridge vent = 4.7 Lin. Ft. of ridge vent minimum required (27 Lin. Ft. provided) lower portion ( .42 sq.ft. x 144 sq. in / sq ft. = 61.44 sq. in.) 12 61.44 net free vent area required / 9.43 sq. in net free vent area / vent # 6 typ. block = 7 blocks minimum required See roof plan for number & vent locations. 12 vent blocks provided vinyl window frames ;o glazing per insulation schedule OO O WINDOW -LOW-E GLAZIP All windows to be vinyl window frames (unless noted otherwise) -INSULATED DC sized as noted on floor plan. -VINYL WINDO -MAXIMUM 0.4 3 Custom Window Schedule 4 0 PLAN KEY NOTES 1. High/low Drinking fountain. ADA accessible. Install per detail on ADA2. 2. Undercounter Instant Water Heater installed in cabinet. 3. Grab bars per ADA standards, re: Cl .l 4. Mount for TV @ 6'ab. fin fl., provide power, data, cable outlet. 5. Laminate countertop over standard cabinet. 6. Provide level 4 finish to gypsum board, primer, and 2 coats of finish color of low VOC paint, typ. 7. 2A1OBC min size extinguisher 8. New conc. walkway at maximum slope 1:20. Match existing pool deck finish and elevation. 9. Floor and Walls non-absorbant per IBC 1210, RE: C1.1 10. Line of roof above. 11. Min. 60" diameter Accessible turning space. 12. Min. 30"x48" min. Accessible Clear floor Space. 13. 1 %2'x36" grab bar @ 36" ab fin fl. provide 2x10 solid blocking 1 stud bay beyond each mounting end of grab bar. 14. 1 %2'xl8" vertical grab bar mtd. 40" ab. fin. fl. to btm. & 40" from the rear wall. 15. 1 %2'x42" horiz. grab bar mtd. 12" max. from rear wall & 36" ab. fin. fl. 16. Toilet compartment partition mtd. 12" ab. fin. fl. Door to comply with all requirements of ]CC/ANSI Al 17.1-2003 604.8.3 17. Electrical Panel 18. New 3/0 gate match existing fence. 19. 26'x8' mirrored wall. 20. Glass block screen. 21. Outdoor shower 22. Slope shower area to drain ELECTRICAL NOTES 1. Electrical System to be a Design/Build system with a deferred submittal to the City that complies with the requirements of all applicable codes including Local Amendments to Chapter 23.30. 2. Design includes all stamped drawings, specification and engineering required to obtain all required permits. The contractor is responsible to obtain and pay for all required permits. Drawings and specifications shall be approved by the owner prior to submittal. 3. The owner is to provide the electrical contractor the desired location of all light fixtures and outlets. Any changes required to shall be approved by the owner prior to installation. MECHANICAL NOTES 40. Mechanical to be provided thru Design/ Build contract. Contractor is responsible for the design and instalation of the completed system that meets all applicable codes and requirements. Design includes all stamped drawings, specification and engineering required to obtain all required permits. The contractor is responsible to obtain and pay for all required permits. l . Mechanical system to be provided thru electrical in wall fans. System to be approved by owner prior to permit submittal. Wall ASSEMBLY TYPES A❑ Exterior Wall: Exterior cladding per Exterior Elevations. Over a rain -screen system of 1 x2 furring @ 16" o.c. vented @ btm. with insect screen. Over 60 min. waterproof membrane/windscreen (WPM). Over Typ. Exterior Sheathing per Structural. Over 2x6 framing spaced per structural. With Batt Insulation per insulation schedule. With Vapor Barrier on the warm side. With painted !/2" gyp. bd. on the interior FB Typical Full -height Interior Wall: Provide 2x4 studs, sound attentuation blankets, and 1 /2" gypsum board each side. Provide level 4 finish on gypsum board, primer coat, and 2 coats of finish color of low VOC paint. Info on Interior Wall at Bathroom: Provide smooth, non -porous surface up to 48" at wet side or approved the backer product INSULATION SCHEDULE WINDOWS & EXTERIOR BELOW SLAB & CRAWL SKYI CEILING FRAME WALL FLOOR GRADE WALL DEPTH SPACE WALL REQUIRED R-2.5 OR U>0.40 R-38 R-21 R-30 R-15 CONT. R-19 FR. R-10 24" MIN. R-15 CONT. R-19 FR. NA NO PROVIDED BELOW R-2.5 OR NA SLAB ON GRADE R-10 RIGID NA SLAB ON U>0.40 R-38 R-21 BATTS GRADE WALLS 24" MIN. GRADE 9` 15 REGISTERED ARCHITECT RE OR PAUL SPARHAWK ST TE F WASHINGTON D I c Ink t \tx'ASHINGTON Complete W H Z W UCY) N C V) a Z Q J W Uj Z " � N Q w w Q J �- cn g r W M > r- C'7 O (y) U w 2 A 106 20 11 1 PERMIT SET I DATE DESCRIPTION APROJECT NO: CV -NEW OFFICEZ DRAWN BY: Mil CHK'D BY: MJI FITNESS FLOOR PLAN ROOF PLAN 1 1 2 i 3 1 4 1 A1.3 1 ' 2 14 6mo n X 14 12 9 SIM. Omit insul. & 3 vapor barrier 6- MAIL TRUSS BRN'G. 00 4 to MEN co 2 bo 8 T. OF FRAM'G. EL. = 318.92' 18 SIM. 1 to TREX EL. - i Substi skip -space decking T. OFOFG. 16 for sheathi g gyperete �• 17 I 32 13 28 29 17 13 28 L:' r• 3 25 10 4 3 I� MAIN ENTRANCE 0 1 TOP OF EXISTING SLAB FLOOR OF CRAWL SPACE Building Section Looking West 3/811= 1 -0" Duiiuir iy I ivi I LvvNII ll�j I I I I L. 3/811= 1 ' 011 1 I 2 I 3 RUSS BRN'G. Ll "I CAFE T. OF SHEATH'G. 14 1-22 9 O SEE: 1 2 A3.2 A3.2 FOR CONTINUATION 4-JREADS @ 1 1" EA. = 3'-$" 3C4onc. Stairs 1 '-0" u '31 REGSTERED ARCHITECT K S AT WASHINGTON '�'k.s f;1NG7 L'Itf Complete CONSTRUCTION •LLC TRUSS BRN'G. 3 30 ry OFFICE 12 Lii i .a .• •.• 1 4.' e t. 01 e W B o ' DIAMETER CIRCLE �/ N 2 Fire Pit C 00 4 11 1 11 � `D 3/8 =1-0 � Q LU 3: T. OF SHEATH'G. 18 :o a Z 16 C 28 13 29 04 17 U. J Q r ^ LU V 0 SECTION NOTES w .................................................. _ ....... ........ 1. TYP. CRAWL SPACE CONSTRUCTION: 13. TYP. FOUNDATION -1 1 /2" gyperete w/ radiant heating. -Conc. footing foundation and reinf. perstructural -Over 3/4" floor sheathing per structural. -2x8 pt mudsill -Over floor joist, beams and foundations per structural. -Wall anchors per structural. ' -W/ Batt insulation per Insulation schedule w/ vopor 14. Continuous ridge vent. V J barrier on warm side. 15. Sliding Security Screen. Q W -W/ .006" black polyethylene film on floor of crawl 16. Bituminous damproofing w/ fiberglass reinf. fabric space. Lap and seal all seams w/ approved tape or installed per manf. instructions on outside of foundation. > sealant. Continue over foundation wall insulation and 17. 4" perforated drain the connect to storm per civil. In free w lap and seal joint with floorjoist vapor barrier. draining backfill 2. TYP. BAND BD: Through wall flashing over horiz. 2x4 w/ 18. 4" roof drain tightline to storm per civil. sloped top w/ 5/4 x8 horiz. band bd. 19. 1 x10 interior band w/ 5/4x3 cap. �) 3. TYP. ROOF CONST: 20. Line of roof beyond. B r- -asphalt shingles 21. Line of ceiling beyond. W -over 30# roofing felts ( underlayment) 22. Open to area beyond. -over roof sheathing per struc. 23. Base cabinets. -over pre-manf. trusses/framing per struc. 24. Upper Cabinets w/ soffit. -w/ Insulation per insulation schedule 25. Light shelf (Y) -w/ vapor barrier on warm side 26. Cultured Stone installed per manf. recommendations. -w/ 1/2" ptd. gyp. bd. 27. 26 ga, galvd. flashed mtl. scupper w/ 5/4x10 fascia w/ O 4. TYP. EXTERIOR WALL CONST: gutter. -Wall finish wall per elevations 28. Extend btm. of ftg. to firm brn'g. in undisturbed earth or C -Over rain -screen system of 1 x2's @16" o.c. with bug engineered fill. screen @ base (Omit @ Cultured Stone) 29. Approximate Exist. grade. -Over 60 min. Weather Resistive Barrier (WRB) 30. Conc. stairs on grade see struc. -Over sheathing per structural. 31. Fire pit beyond. -Over M's spaced per structural. 32. 5/4x8 trim at rake condition typ. W -W/ insulation per schedule. -W/ vapor barrier on warm side. -W/ ptd. %2' gyp. bd. 5. TYP. FASCIA CONST. -Alum. dnp -Over 5/4xl0 (5/4xl2 @ ridge) primed white wd. (painted) -W/ prefinished alum. gutter downspout system tight lined to storm sewer. W/ fiber cement bd. soffit -W/ 2" cont. screened vent. 6. TYP. EAVE VENTING -Screened vent per typ. fascia const. -2x blocking attached per struc. w/ 3-2" diameter holes per block -Insulation stop to allow 1" min. free air flow @ underside of sheathing. Extend insulation stop to 6" min. above insulation. A O6 20 11 PERMIT SET DATE DESCRIPTION 7. TYP. RAKE CONST. PROJECT NO: CV_NEW OFFICEZ -Pre-finished alum. drip /1 -Over 1x3 -Over 5/4xl 2 -W/ fiber cement soffit DRAWN BY: Mil CHK'D BY: Mil -Over2x6 outriggers per structural 8. New walkway with slope less than 1:20. 9. Store front window system see sheet Al .2. LEASING BUILDING 10. Typ. Vinyl windows see floor plan for size and type. 11. USPS approved recessed mailboxes. SECTIONS 12. Gas fire pit. Installed per manf. instructions. Conc & DETAILS surround reinf, / structural 4 All I ;POR. SW 1/4, SEC. 17, 1TWP , ,,21 N., RGE. 4 E., W.M. i + > %%. ✓ k!mot\ t !F , -o C t i vi i t '\f E ♦ j! i f I- •«.,o-... i - .;L1 a; `., �\ '_ tt'i'j i d / t!\ j t N s„ J f a,„ j; \ \ / it r i „ ♦-37 { t"b✓ 1 >>s Si > '?t�" I4eF f� �.,, �r,'✓'� tI?r ie � .4 � � � .� / i is i <+ i l {f 1 tk All 1 ✓ ^' ,/✓ Can � r / d - i � ✓✓' . � �: �; :�./" ^� >a f \ f'""r' �� � `� s �\i £3 is \ � s r I ' 0 :.t ; f ? I � ♦ ,r� y ��\ ,{ t{ > `t t ; •' I ; t f "'v rR t—'' { i TEMPORARY "F \ w \ \ \;t I',' , # -;. I'm \ t \ t t 6' CHAINUNK : ` t i I , CONSTRUC770 ; \ yy i PORTFON QF' v i \ EX/STJ'NG' f% \ FENCING \ �' -' ' E TO •� f :t ,8E REMOVED r SIL T EXIS77NO `TREE TO BE S4VEq\(bp) i, a _ ,' /?x r �:. ✓,~ti-1 ;1 l i l C R A s . `` TEMPORARY , 0' GRAM'/ -' 'PRO i TQ,e"IE�WEST t SILT; FENCE ' SAJO 0 y 40LF OF —� =STRAW WATTLES f} cc J..• Of� t,,. , l � y 1 0 o ' h y ! -: f a, ORANGE b BARRIER FENCING of ! •,. 11€! 3 { 0 8; f i ��•��� �_210 ly 4 E y 4 v.t i t lE ' V/IVI ***Ii 51 jL—;� / / l � s',t r r- yr YJ t s I SAWCUT UNE 2\ s v O ; 0. t IAISTALL EXIS77NG TREE YL . _ a.° TO BE REMO'TEMPORARY;:, `'� TYP ' CB GRAlE i_ PR07EC77ON j �f �t' t� V I, ❑ / • .� s/ 1.-.m ,N.. •' JN ` Z. 4 �j ' SAWCUT UNE4 m FXIS77NG c, "tONCRE7E/ \ SIDEWALK TO BE REMOVED (Typ) EXIS77NG YARD 'LIGHT TO BE .`f REMOVED (TYP) \ .� � l COIvs7Ruc77oN ENTRANCE 1Z T AND CAP EX.'' " SANITARY SEWER ,,`� EXIS77NG 7REE N\ `-' TO BE SA VED01 �'' .A V" ORANGE BARRIER l: FENCING f p 788 LEGEND TEMPORARY EROSION AND SEDIMENTA77ON CONTROL EMOUnON .�---BOUNDARY — CENTER LINE - - - ' --- EASEMENT ------------- SAWCUT ------300------ 10' PROPOSED CONTOURS ------302------ 2' PROPOSED CONTOURS ORANGE BARRIER FENCE ------ 6' CHAIN LINK FENCE SILT FENCE —�C— X FENCING TO BE REMOVED — — — — — - — CONCRE7E/SIDEWALK —BUILDING TO BE REMOVED ROCKERY TO BE REMOVED c=======� RETAINING WALL TO BE REMOVED m g PROPOSED BUILDING G TEMPORARY CB GRATE PROTECTION CONIFEROUS TREE TO BE REMOVED (D DECIDUOUS TREE TO BE REMOVED TO BE REMOVED R/PRAP EXISTING FEATURES --3010--- --- ---- 10' EXISTING CONTOURS EXIS77NG CONTOURS ; i - --- - EXIS77NG STORM DRAIN EXISTING SEWER MAIN EXIS77NG WATER MAIN EXIS77NG POWER LINE EXISTING GAS MAIN - ? ~ --- EXIS17NG 7ELLEPHONE .............. _-._.- EXIS17NG FIBER OP17C EXIS77NG SIDEWALK --.•^ ---^ - -- = " EXIS77NG CURB EXIS77NG CATCH BASIN, EXIS77NG CATCH BASIN, EXIS77NG SEWER MANHOLE 0 EXIS77NG YARD DRAIN 0~ EXIS77NG POWER POLE r 6 EXIS77NG POWER VAULT i 1 EXIS77NG FLAG POLE EXIS77NG TELEPHONE EXISTING ELECTRICAL EXISTING GAS VALVE TS EXIS77NG YARD LIGHT PIPE W EXIS77NG SIGN EXIS77NG LIGHT -Z,_mm EXIS77NG WATER METER (� EXISTING FIRE HYDRANT LINE >'° EXIS77NG STREET LIGHT LINE \ M EXIS77NG GATE VALVE/ICV TYPE I w" EXIS77NG CONIFEROUS TREE TYPE 1/ EXISTING DECIDUOUS TREE EXIS77NG ASPHALT EXIS77NG ROCKERY RISER E] EXISTING CONCRETE JUNCTION BOX mi SCALE: 1" = 10' 0 5 10 20 ONSTRUC77ON NOTES �1 REMOVE SUFFICIENT ROCKERY TO ALLOW SAFE EXCA VA 77ON TO CONNECT NEW SIDE SEWER (SEE SHEET 2). Q2 SAWCUT CONCRETE PRIOR TO MOVING HEAVY EQUIPMENT ACROSS CONCRETE SURFACES. QQ NO HEAVY EQUIPMENT ALLOWED. ® EXISTING BUILDING AND FLOOR SLAB TO BE REMOVED. 0 ABANDON EXISTING WATER SERVICE IN PLACE. © REMOVE EXIS77NG SIDE SEWER AND CAP AT TEE (2 EA). SEE GENERAL N07ES SHEET 3 OF 4. SEE DETAILS SHEET 4 (! CITY OF FEDERAL WA Y PRE—CONS7RUC770N/INSPEC77ON N077FICA77ON PHONE (253) 835-2700 mmmmmmmm PERMIT N0. XX—XXXXXX—XX APPROVED � D ATE Q 2011 TRIAD ASSOCIATES e TRLkD ASSOCIATES ;10111110�� 12112115th Ave. NE Kirkland, WA 98034-6929 425.821.8448 425.821.3481 fax 800.488.0756 toll free www. triadassociates.net DevelopmentLaiid 0 Z'A 0) 3 W 0 CYi A z GREGORY T. JUNEAU, PLS PROJECT MANAGER MARK S. HARRISON, PLS PROJECT SURVEYOR R. ALAN MURRAY. PE PROJECT ENGINEER DENISE UFTIN PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 6121111 SCALE: HORN.: 1 =10' VW.:N/A 21 JuNE 2e>II STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 11- 023 SHEET N0. 10F E oz 0- % F zz zz - ,�iN I 3 CN N N O Qi -' W _o u ,- P®R. SW 1/4, SEC. 17, TWP. 21 N., RGE. 4 E., W.M. l if 3 } ' of £z `\\. ,, 5 z 11 .____ __.-___ } 4 1 ,, 3 � 4 w t 4 1 ! i v.r I_.._ 1. J t L i i �./ , V� " 44 ;,-, . i f` \- i 1.. `,_..I r . f" 'r am �b - \ i \ ✓ t // 11 �Yi ; - - Z 1,1 r I / i ��,11 \i f t' r'r f s �\ ; \ \� i /, Jr t C> ,, i / -, , £ f \ ��� `\ I4 i� t ` l ✓ i ->/ r' i ( I ,.- •' f j ,. .__ \ ,, '' ;\ :` ail` N, / �,; \ \ \ \ \ Q 1 i' _. I. - - r "" y .✓ ✓/. J� ` `,\` 1 �'is / ,-\ \.r� I S f �� , I ri �. 1 . v,.- t ���? �; i ♦ `� � �v it j t V A A r { / /k ?r ✓" t ' j / .� it ✓: i / �, / a 't \ , \\'\' 1\ . , �-,� L-�If' 11 N, 01 � �, \ \ i r" \ i . \ '" w ' r,.,.,'� '"II it ! j\�, \ j ✓ �'\ . .ii' j I is i -�11 \ ,I @ \ � \ I ./f / i t. , / /) � " / i z / \ �� 4a ,, "`t ii yy: / ' ' '''�'.-/ `� per•.,. �' ` ,,. 5, °� t - 1 t �• a .. / ,,,.� �� t , 'Ir / :r 1 f i /. , \% \ \t \t \ I ,,�` �� , \ I -. "I " , ,7' --,,,--- \ I I✓ CONNECT 4" ROOF /.5 r /. � ; J ! DRAIN TO EXISTING r ii �� f; _ :z �, ��z ' 3 1� \I DRAINAGE SYSTEM , ` :-' _1 } t , J /� r �,_. r: r� . " -� \ (VERIFY EX/STING10k. v: v v �_�, ... .� _ ` . r , r �_� r ; - v �� - I_ ., j LOCATION PRIOR:%TO% ,_ , N, \ ,� i i \ F \, 1 ! /, zi i ,, } n /`' \\\ s, \ ' "i / I L i \ }ss� ' v :v `' : ; L/ , , ,v' 313.60 �� I " , y � � i N .. �\� 6 " ROQF/FOOTING DRAI �ti { - f � `� FROM LEASING OFFICE \ w., \ / \Y r ' ; �, y, ;f �1, \� 1.09 M/N. `GRADE t 'motV-11\ z /f � t ; -v t ;'44, \ , J ' i r , 7 . - � / \\.. s :, ,„;:_. \\ ; , i '�;4' `\ \ r t i ` i s ,... `\ CLR \ ', i v 1, ..... IF 4 EANOUT ; CONNECT 4" ROOF ' 1. C 1 \ IN� =g f ; _ _�' �� 'DRA/N TO EXISTING �` v f w v a /� ` �' 313 60 DRAINAGE $YS,TEM � ;, 4 � \ti` ' z frr ..;� \\ ' i '\: `� �� \ ' (VERIFY EXISTING � J f:. {, \/ ; LOCATION PRIORr' TO N ; ` , i �0� i %` 2-6"»x4" WYES`\ / j \ ,``; =, z ; COl�IS1a4UCTl�ti `✓, ( �-- - , a �R ' , W/ CLEANOUT ' 'f , ,, �y \ z, e- f�/ fr I�, 4» _ \ , t ti ��� t } / - ,• �� , / V I) i1 , \ /'•` `,\ Wye ✓ �// C f i " SEA 313.60 31 �� / \`' CLEAN``'Ot�U\T \ r" ;\ t t % ,/ ;' rj(Q '� 3.30 ''1 /E=31.� 20a' _ a j ., �_ y i z �,/ I '� �� r� RODF , ,; \11 11 i` S \\ 1 00 DRAIN a-.° `i , y N 51 i / , 1 { y / 7 i ✓ -11 -71 . /. 31 . D i i /'S'� `\ '. $ �`�' 'z ' 316. 33 �; i , - / / llI 1- \' . , l/ 11 .� % `\\ -� �� r '\ ' i NEW 1'' %2" C„V - ` %f \,i £ �. i 316.33 \ t � ' :<' ;; ;� .� w WA TER RW,CE " tI _ ! i _S ' �. . ... .. r; : , I.I , `; / i f . , 1 3 i5 6. 33 � i -1� \ t - SIDEWAL E ; t �` ' " 00 `. 316.33 31 {{ � I w ..._.. , i j L 3_ L :1 :�, J 314 0 .f £ . ` TOP WALL 4„ - W/x , I f�'�_ >i �\ ' ;� `, t r _ �` 315 55 s �` : as - / 4 •SS -C E,�h , �' CLEANOUT, _ £ ��`' 11 1E-311 10 - y4�' WYE W� v;,11 316.33 IE=313�Ef i i �' ' } / \-� -..try, v ' I , i ,. , /�� 11 _. SS�:CLEANO T i \ \\ ,,. A i �l. I I \. 4» - WYE , - . , I/ - .�w=.-: EANOUT y ti. J I CL \, ---i ¥ f t ' III `�. r., `` 4„ SS CLEANOUT �I 1E=314.00 r\ ;` s ' •� 3 ! £ i 7 " V ` \ I ,a 1 - s 4_' BUILDING* SEWER �\ c / r ,. /i .< SER VICE (TYP) [// ; _ r" } f ' ` \\i, I\\ \\ i i4.- .. _. .I e1, �` v: -- .I , 1 p , �, i., _ - , v -. .. , ; ; - 11 i i \ 3 6. 6 �N 316.33 ,' r L ' , i 316.33 G F �. 1 ,�. ,,._ � .-,, I BEND r' 4 x22 1/2 • AS t y ` �. f _ f7 ri f '' , i \ i\ I O a.I. I I i /. /\ \ E l S . 11 i �., Q I , -� �< n - [ I - t; 1 \. ✓'\ _. ." 3 TY \ �'. _ ; I > �11► : ` 1, :, ' : ,/- ii / - , ,.� \,.^.,/ _, /' �. _. 4 x45 • BEND \ I £ / l y , � \ _ _ `\`t7 : v ''-_ \ :s ,f,,., 4,/\ W/Y 4» WYE W Jr, Fi - E ,.W/ 4 WYE , r. _. ; ; I i r .. f F, . . £ I 5S CLEANOUT / , Y� ' d. :._ : ,;, �.. ✓� CLEANOUT , i of i ' 1 z I� 309 12 co lE=314. 00 ------ _ __. f; - i ;t �r'i / ' 1 I.1 -- - . : .s \ y . i� ' i f �r • /=' {� /r `v 4" SS CLEANOUT _ J`; \� Y f,r 1 t,# �r�� , r' \ . I SS INP CT(ON/ _ N _ / ' I /y r \ fie' C��" . : +T TEE. , rf i �� . // ;316.33 f �, /'� x 316.33 ��- --�'o i tr I I p , � . - \t d 314. 0 ! f ri ��-r f i , 2 INSTALL NEW 4 » I 5-"' ,y< /� � 4 SS CLEA/VOUT \�i i x z� TEE ON EXISTING STING s \1--1 -. „ \, mop '' _.. 1^6.` ._ �-�,� i 'i 3 ;'� 316.88 r YARD Df�A/N, -/ SIDE SEWER1. 78 ,. / / r3 11 1 400 D £ ECONSTRU r �M ; '' ;.; _' // E� 14r, -- �� ,' j --. < ✓ � . 4 t: wpm Nt `} ,.v. / e ,. ,I, ^ �3 I ROCKERY _ f/ t { --fit .� ..:. :: -- g+"'" , e i p -7 �- d ;F. ,' % 1. -\ /; I > � � ` �_ , - /" ^ ` YARD DRAIN t ' > t, _ _ , , h• 4 318.60 Y 'OP 316 6 � �jL -= , - � -11 �111 t ` 318. 90 31 �.i V"� �'r. IE 315 0 ~ �, ;;, I '' �` 1. ,,,. _ i „__ �4✓x4 N .- µ 5 BE D r' - /^ .. / i .1 r' /,, i I �, YARD DRAW �: �� .r-` �� '� r- /' t N'A £. TOP, 318. 40 ' � ^ I. /J } 5 / . r I 1 4; :1. "ram .' I { 15 "`V / , I J , t: lil i / /` vl : `` Jf ,-60 . lel ;i .I, 11 �. ! I �_./ � . , r� f, / 1 ,'' \\.fJ / ! / , , i% - ,, '.I / �'� i J t�ra. / / �' , ,-,e,- L // v/:� /� ,rr . ,= �,' / ✓ I // 'F - / 4 ", / r i/ j ~ / - ': ///' f ov 3_ -/Jr�/ �r � r r , \� i ' , i� \\ ",\ <S T, \ %% \ U1 \ \y i� ~/ f -). \ 11- CONS7RUC77ON NOTES 01 4" PVC SHALL BE LAID AT 2.0.`W; MIN. SCALE: V = 10' 0 5 10 20 SEE GENERAL NOMS SHEET 3 OF 4. SEE DETAILS SHEET 4 OF 4 ffiffsomm CITY OF FEDERAL WA Y PRE-CONSMUC770N/INSPEC770N N077FICA77ON PHONE.- (253) 835-2700 CAU77ON LOCA77ON OF EX/S77NG U77LI77ES SHOWN /S APPROX/MA TE AND MAY NOT BE ACCURA 7E OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA 77ON OF U77LI T7ES PRIOR TO PROCEEDING W77H CONSTRUC770N. YOU MUST CALL 1-800-424-5555 NOT LESS THAN TWO FULL BUSINESS DA YS BEFORE BEGINNING EXCA VA 77ON WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COSM PERMIT N0. XX--XXXXXX-XXI AP�'I�OVED DATE I CQ 2011 TRIAD ASSOCIATES / TRLAD ASSOCIATES Z Q Q 0 k.Z) Z Q' uj qq ",t, qq cc Q I_w Zv 0 ac d A 12112 115th Ave. NE Kirkland, WA 98034-6929 425.821.8448 425.821.3481fax 800.488.0756 toll free www. triadassociates.net W ft Q) ►4 0 9 r A 1g<<<<<<<<<<<< GREGORY T. JUNEAU. PLS PROJECT MANAGER MARK S HARRISON. PLS PROJECT SURVEYOR R. ALAN MURRAY,, PE PROJECT ENGINEER DEN/SE LIF71M PROJECT LANDSCAPE ARCBTI'ECT FIRST SUBMITTAL DATE: 6121111 SCALE: HORIZ.: 1 "=1 D' PERT.: N/A a I JuwE 2a1 1 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 11_ 023 SHEET N0. OF �4 w AC �4 £ : f .... .... F 1 NINE k k S .,, � , k j g ; 2'< UU PROJECT AREA, TYP. f, PLANT LIST SYM50L PLANT NAME QTY SIZE CONE). DECIDUOUS TREE FACER GINNALA 'FLAME' 2 1-1/2" CAL B 4 B FLAME AMUR MAPLE ACER PALMATUM 'BLOODGOOD' 2 1-1/2" CAL B 4 B RED JAPANESE MAPLE DECIDUOUS TREE *PINUS NIGRA 2 6' HT. B 4 B AUSTRIAN BLACK PINE SHRU15S * ABEL IA GRAND (FLORA 5 5 GAL CONT GLOSSY ABELIA (24 MIN) *SERBERIS THUNB. 'CHERRY BOMB' 22 5 GAL CONT, CHERRY BOMB BARBERRY (18" MIN) *NANDINA DOMESTICA 'GULF STREAM' 16 5 GAL CONT, HEAVENLY BAMBOO (18" MIN) *OSMANTHUS DELAVAYI / 4rc 5 GAL CONT, DELAVAY OSMANTHUS (181, MIN) OPIERIS JAPONICA 'CAVATINE' 28 5 GAL CONT, DWARF LILY OF THE VALLEY SHRUB Na" MIN) GROUNDCOVER MAHON I A REPENS 104 1 GAL CONT, LOW OREGON GRAPE 2' OC * L I THODORA D IFFUSA 111 4" POTS CONT, L ITHODORA 18" OC *LOW WATER USE PLANT 66go OF PROPOSED TREES ARE LOW WATER USE (4 OF 6) '16% OF PROPOSED SHRUBS ARE LOW WATER USE (89 OF 111) 10096 OF PROPOSED SHRUIBS ARE LOW WATER USE (221 OF 221) 25% OF NEW LANDSCAPE (EXCLUDING LAWN) 18 REQUIRED TO BE LOW WATER USE NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING SEEDED AREAS DISTURBED DURING CONSTRUCTION TREE ff7FN77ON MMOVAL NOTES SCALE: 1" = 10' 0 5 10 20 CAU77ON LOCA 7701V OF EXIS77NG U77LI77ES SHOWN IS APPROXIMA 7E AND MA Y NOT BE ACCURA 7E7 OR ALL INCLUSIVE. IT IS THE CON7RACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF U7IU77ES PRIOR 70 PROCEEDING W TH CONS7RUC770N. YOU MUST CALL 1-800-424-5555 NOT LESS 774AN TWO FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA7701V WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCH 7FD. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COS7S PERMIT NO. XX—XXXXXX—XX APPROVED DATE Q 2011 TRIAD ASSOCIATES TRLkD ASSOCIATES 12112115th Ave. NE Kirkland, WA 98034-6929 425.821.8"8 425.821.3481 fax 800.488.0756 toll free www. triadassociates. net Z Q V Z Q J A A z GREGORY T. XNEAU, PLS PROJECT MANAGER MARK S HARRISON. PLS PROJECT SURVEYOR R. ALAN MURRAY, PE PROJECT ENGINEER DENISE UFRN PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 6120111 SCALE: HOW.: 1 =f0' vw.: N/A STATE OF WASHINGTON REGISTERED DSCAPE ARCH TECT DENISE LIFT ERTIFICATE NO. 523 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 11- 023 SBEET NO. L 10F 2 u C TRL T LAI 4 2 Rear (West) Elevation APPROVED PLANNING 5 0 ELEVATION NOTES 1. TYP. CORNER TRIM: 5/4 x 2 ea. way (%x4 @ downspouts), (painted). 2. TYP. BAND BD: Through wall flashing over horiz. 2x4 w/ sloped top w/ % x8 horit band bd. 3. TYP. ROOF CONST: -asphalt shingles -over 30# roofing felts ( underlayment) -over roof sheathing per struc. -over pre-manf. trusses/framing perstruc. -w/ Insulation per insulation schedule -w/ vapor barrier on warm side -w/ 1/2" ptd. gyp. bd. 4. TYP. EXTERIOR WALL CONST: -Wall finish wall per elevations -Over rain -screen system of 1 x2's @ 16" o.c. with bug screen @ base (Omit @ Cultured Stone) -Over 60 min. Weather Resistive Barrier (WRB) -Over sheathing per structural. -Over 2x6's spaced per structural. -W/ insulation per schedule. -W/ vapor barrier on warm side. -W/ ptd. Y2 gyp. bd. 5. TYP. FASCIA CONST. -Alum. drip -Over 5/4xl0 (5/4xl2 @ ridge) primed white wd. (painted) -W/ prefinished alum. gutter downspout system tight lined to storm sewer. W/ fiber cement bd. soffit -W/ 2" cont. screened vent. 6. TYP. EAVE VENTING -Screened vent per typ. fascia const. -2x blocking attached per struc. w/ 3-2" diameter holes per block -Insulation stop to allow 1" min. free air flow @ underside of sheathing. Extend insulation stop to 6" min. above insulation. 7. TYP. RAKE CONST. -Pre-finished alum. drip -Over 1 x3 -Over 5/4x 12 -W/ fiber cement soffit -Over 2x6 outriggers per structural 8. New walkway with slope less than 1:20. 9. 5/4 x 6 Trim ( painted). 10. Hardi-Plank lap siding. (Painted) 11. Fiber cement sheet siding. (Painted) 12. Cultured Stone facing. Installed per manf. instructions. 13. Concrete foundation per structural. 14. Continuous ridge vent.cp 15. 5/4x12 column wrap furred out. 16. 1%2' 0 Handrail at 36" above tread nosing. 17. Sloped roof beyond. 18. Provide 5 steps to grade, max rise 7" 19. Mailboxes beyond. 20. Floor of Mail Room. 21. Floor of Pool Equipment Room. 22. Gas fire pit. Installed per manf. instructions. Conc surround reinf, / structural. 23. T. of parapet 24. 26 ga, galvd. flashed mtl, scupper w/ 5/4x10 fascia w/ gutter. 25. Glazing see storefront elevations 26. Windows see Upper Window Floor Plan 27. Retaining Wall Indicates exteriorwalls that are to be constructed as shear walls. See structural drawings for type of shear wall and location of interior shear walls. Statement of Arch,ftectu l DeLigH Tutent C Mal The camut. Izsing ice v6th tin Fees doom, Laundiy Facilities and mailboxes was bit � r70' . Since its eonWuction the programmatic functions of Ns flac.11ty .have changed. mid. the original .�1., ue ms _. �&, � � �A w t —'t'vbuilding litn the. � .thelr- € ur ml 1I rIII a.mil- s nt does not fit our curet new, Our intention :is to replace the existing structure.,with an updatedfacilitythat compliments the exiging apartment units, while provi&ing a :more rel : — presence at our front:door, We retained the steep pitched roofo the pwvi u Wticture for to entice hall of our new leasing center, and flanked it On either side with more :human ale don er ,. The expanded exercise a was split off into rats building ('he t°it m Center) that Includes the i le Restmom. for the existing mil, which willremain, TheMailbox. Arm &s been raised to match the existing grade onthe south side and. provide on grade accessibility. Aeslietically we are proposing a style that compliments the natural materials and earth tone colors of the smi ting buildings. Exterior materials will alti� stone, � tone painted lansiding and tone halt u shm®. The lar lank. vanes from horizontal lap,, providmg a homo tal base, wit . sheet :l ei. siding on, sae bmiy. llorizwtal bands, of glazing further ground the building to the ems, and provide contrasi to the wang A vertical pry . e of the exisfing trm. The pfir :r design issn s wm-e to matchthe variable e is -fin fides on all four en, of the site while not having the offices in to basement, retain as many of the mature, 1� a possible and provide wel n and inviting entrance. 9315 REGISTERED ARCHITECT a G RY PAUL SPARHAWK TA OF WASHINGTON clll (1\ W a.GH I N0 T 0 IN Complete W H Z W U CY) N O V) 00 01.1 to Q W � Z Q J W (D n LU Z V) Q w w Q J � cn r W r \ M � M O cy') U w 2 A 106 20 11 1 PERMIT SET I DATE DESCRIPTION PROJECT NO: CV NEW OFFICEZ DRAWN BY: Mil CHK'D BY: Mil LEASING EXTERIOR ELEVATIONS 2 3 C 5 A2,01 1 2 13 14 5 IC C ID 0 4 TR Lett 5iae (�0UTnj uevaflon iP LANNI IN 6 City of Federal Way Dept. of Cr`t'1'1mur?ity Development Perm!" 0?.S '-t- By '3�7, � n.M:. / I t C!) ELEVATION NOTES 1. TYP. CORNER TRIM: % x 2 ea. way (5/4x4 @ downspouts), (painted). 2. TYP. BAND BD: Through wall flashing over horiz. 2x4 w/ sloped top w/ 5/4 x8 horiz. band bd. 3. TYP. ROOF CONST: -asphalt shingles -over 30# roofing felts (underlayment) -over roof sheathing per struc. -over pre-manf. trusses/framing per struc. -w/ Insulation per insulation schedule -w/ vapor barrier on warm side -w/ 1/2" ptd. gyp. bd. 4. TYP. EXTERIOR WALL CONST: -Wall finish wall per elevations -Over rain -screen system of 1 x2's @ 16" o.c. with bug screen @ base (Omit @ Cultured Stone) -Over 60 min. Weather Resistive Barrier (WRB) -Over sheathing per structural. -Over 2x6's spaced per structural. -W/ insulation per schedule. -W/ vapor barrier on warm side. -W/ ptd. %2" gyp. bd. 5. TYP. FASCIA CONST. -Alum. drip -Over 5/4xl 0 (5/4xl 2 @ ridge) primed white wd. (painted) -W/ prefinished alum. gutter downspout system tight lined to storm sewer. W/ fiber cement bd. soffit -W/ 2" cont. screened vent. 6. TYP. EAVE VENTING -Screened vent per typ, fascia const. -2x blocking attached per struc. w/ 3-2" diameter holes per block -Insulation stop to allow 1" min. free airflow @ underside of sheathing. Extend insulation stop to 6" min. above insulation. 7. TYP. RAKE CONST. -Pre-finished alum. drip -Over 1 x3 -Over %xl 2 -W/ fiber cement soffit -Over 2x6 outriggers per structural 8. New walkway with slope less than 1:20. 9. % x 6 Trim ( painted). 10. Hardi-Plank lap siding. (Painted) 11. Fiber cement sheet siding. (Painted) 12. Cultured Stone facing. Installed per manf. instructions. 13. Concrete foundation per structural. 14. Continuous ridge vent.cp 15. 5/4x12 column wrap furred out. 16. IY2' 0 Handrail at 36" above tread nosing. 17. Sloped roof beyond. 18. Provide 5 steps to grade, max rise 7" 19. Mailboxes beyond. 20. Floor of Mail Room. 21. Floor of Pool Equipment Room. 22. Gas fire pit. Installed per manf. instructions. Conc surround reinf, / structural. 23. T. of parapet 24. 26 go, galvd. flashed mtl. scupper w/ 5/4xl0 fascia w/ gutter. 25. Glazing see storefront elevations 26. Windows see Upper Window Floor Plan 27, Retaining Wall Indicates exterior walls that are to be constructed as shear walls. See structural drawings for type of shear wall and location of interior shear walls. 9315 REGISTERED ARCHITECT 'GREG RY AUL SPARHAWK STA EOF.WASHINGTON Complete CONSTRUCTION - LLC W H Z IN UM N C � z� J ry (D n LU Z " V) N Q w w Q J �- N g r w i M M OCY) U w 2 A 106 20 11 1 PERMIT SET I DATE I DESCRIPTION A PROJECT NO: CV_NEW OFFICEZ DRAWN BY: Mil CHK'D BY: Mil LEASING EXTERIOR ELEVATIONS 1 2 3 1 4 5 � A2,02 1 1 2 3 � 4 5 19 Ic 3 in LEFT SIDE ELEVATION Y411 = 1 1_011 3 RIGHT SIDE ELEVATION 4 EL. = 332.33' BUILDING HEIGHT 5 6 OO TRUSS BRN'G. 4 11 2 FRONT ELEVATION 4 T. OF CONC. ;7? I�JII�JII�J 4 REAR ELEVATION YAll = 1 1_011 n U MMM (DELEVATION NOTES 1, TYP. CORNER TRIM: 5/4 x 2 ea. way (%x4 @ downspouts), (painted). 2. TYP. BAND BD: Through wall flashing over horiz.2x4w/ sloped top w/ 5/4 x8 horiz. band bd. 3. TYP. ROOF CONST: -asphalt shingles -over 30# roofing felts ( underlayment) -over roof sheathing per struc. -over pre-manf. trusses/framing per struc. -w/ Insulation per insulation schedule -w/ vapor barrier on warm side -w/ 1/2" ptd. gyp. bd. 4. TYP. EXTERIOR WALL CONST: -Wall finish wall per elevations -Over rain -screen system of 1 x2's @16" o.c. with bug screen @ base (Omit @ Cultured Stone) -Over 60 min. Weather Resistive Barrier (WRB) -Over sheathing per structural. -Over 2x6's spaced per structural. -W/ insulation perschedule. -W/ vapor barrier on warm side. -W/ ptd. %2 gyp. bd. 5. TYP. FASCIA CONST. -Alum. drip -Over 5/4xl0 (5/4xl2 @ ridge) primed white wd. (painted) -W/ prefinished alum. gutter downspout system tight lined to storm sewer. W/ fiber cement bd. soffit -W/ 2" cont. screened vent. 6. TYP. EAVE VENTING -Screened vent per typ. fascia const. -2x blocking attached per struc. w/ 3-2" diameter holes per block -Insulation stop to allow 1" min, free air flow @ underside of sheathing. Extend insulation stop to 6" min. above insulation. 7. TYP. RAKE CONST. -Pre-finished alum. drip -Over 1 x3 -Over 5/4x12 -W/ fiber cement soffit -Over 2x6 outriggers per structural 8. New walkway with slope less than 1:20. 9. % x 6 Trim (painted) - 10. Hardi-Plank lap siding. (Painted) 11. Fiber cement sheet siding. (Painted) 12. 8x8x4" glass block partition. Installed per manf. instructions. 13. Concrete foundation perstructural. 14, Continuous ridge vent.cp 15. %xl2 column wrap furred out. 16. 1%2' 0 Handrail at 36" above tread nosing. 17. Pre-manf. false stone. 18. Provide 5 steps to grade, max rise 7' Indicates exteriorwalls that are to be constructed as shear walls. 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