Exterior Renovation 16714 68Th Ave

Home , Wood scribe

GREEN LEAF APARTMENTS BID SET 119 S Main St, Suite 200 Seattle, WA 98104-2579 ABBREVIATIONS VICINITY MAP PROJECT DESCRIPTION 206 322 3322

SCOPE OF WORK TO INCLUDE:

ANGLE FND. FOUNDATION PR. PAIR - REMOVE ALL VINYL SIDING AND VINYL SHINGLES AT GABLE AREAS. C L CENTER LINE F.O.C. FACE OF CONCRETE PT. PINT, POINT - REPLACE ALL EXISTING VINYL WINDOWS # NUMBER F.O.F. FACE OF FOUNDATION P.T. PRESSURE TREATED - REPLACE EXTERIOR DOORS AND WINDOW BLINDS PL PROPERTY LINE F.O.I.C. FURNISHED BY OWNER / PTD. PAINTED - REPLACE VINYL PATIO DOORS INSTALLED BY CONTRACTOR PTN. PARITION - REMOVE AND REPLACE DOWNSPOUTS. GUTTERS TO REMAIN. A.B. ANCHOR BOLT F.O.I.O FURNISHED BY OWNER/ P.V.C. POLYVINYL CHLORIDE PIPE - ROOFING AND SOFFITS COMPLETED IN 2017. SIDING WILL GO UP TO EXISTING SOFFITS A/C AIR CONDITIONING INSTALLED BY OWNER - NEW SIDING A.C.T. ACOUSTICAL TILE CEILING F.O.M FACE OF MASONRY Q.T. QUARRY TILE - REPLACE ENTRY METAL DOORS AND FRONT AND REAR STORAGE DOORS ADJ. ADJACENT F.O.S. FACE OF STUD OR STRUCTURE - REMOVE AND REPLACE FRONT PATIO PRIVACY WALLS AND FRAMING A.F.F. ABOVE FINISH FLOOR F.P. FIRE PROOF R. RADIUS, RISER - REMOVE SIDING ON BACK VERTICAL PRIVACY SCREENS AND INSTALL NEW SIDING ALT. ALTERNATE REF. REFER(ENCE) - REMOVE SIDING AND WOOD FRAMING AT WALLS AT BACK DECKS. REPLACE WITH NEW RAILING DESIGN. ARCH. ARCHITECT(URAL) GA. GUAGE REFR. REFRIGERATOR - REPLACE DECKING. DECK FRAMING IS ASSUMED REPLACED ONLY IN DETERIORATED LOCATIONS AS IDENTIFIED BY STRUCTURAL ENGINEER AVG. AVERAGE GALV. GALVANIZED REINF. REINFORCED - REMOVE WATER DAMAGED POSTS AT FRONT ENTRIES A.W.P. ACOUSTICAL WALL PANEL G.C. GENERAL CONTRACTOR SESIL. RESILIENT - POSTS TO BE WRAPED WITH HARDI TRIM GLULAM GLUE LAMINATED REV. REVISION, REVISED - COMMUNITY ROOM DECK BOARDS TO BE REMOVED. THE DECK FRAMING TO REMAIN BD. BOARD GND. GROUND R.O. ROUGH OPENING - INSTALL NEW RAILING AT COMMUNITY CENTER DECK BLK'G. BLOCKING GR. GRADE RWL RAIN WATER LEADER - REMOVE EXISTING DECK FRAMING AND RAILING AT THE BACK OF ALL 4 BUILDINGS BOT. BOTTOM G.W.B. GYPSUM WALLBOARD - THERE IS SIDING BELOW THE DECKING LEVEL THAT WILL ALSO NEED TO BE REMOVED AND REPLACED S. SOUTH - THERE ARE CRAWLSPACE ACCESS DOORS AND FOUNDATION VENTS THAT SHALL BE REMOVED AND REPLACED CAB. CABINET H.B. HOSE BIB SAM SELF-ADHERED MEMBRANE - THE EXISTING WOOD DECK FRAMING TO REMAIN C.B. CATCH BASIN H.C. HOLLOW CORE S.C. SOLID CORE - WOOD STRINGERS AND CONCRETE TREADS ARE TO REMAIN C.F. CUBIC FEET HDBD. HARDBOARD S.C.D. SEAT COVER DISPENSER - ALL DECKS TO BE NEW COMPOSITE DECKING C.J. CONTROL JOINT HDR. HEADER S.D. SOAP DISPENSER, STORM DRAIN CLG. CEILING HDWR. HARDWARE S.F. SQUARE FEET CLR. CLEAR(ANCE) HDWD. HARDWOOD SHT. SHEET C.M.U. CONCRETE MASONRY UNIT H.M. HOLLOW METAL SHWR. SHOWER C.O. CLEAN OUT H.V.A.C HEATING / VENTILATION / SIM. SIMILAR COL. COLUMN AIR CONDITIONING S.N.D. SANITARY NAPKIN DISPENSER CONC. CONCRETE S.N.R. SANITARY NAPKIN RECEPACLE CONT. CONTINUOUS I.D. INSIDE DIAMETER (DIM.) S.S. STAINLESS STEEL COORD. COORDINATE INSUL INSULATED / INSULATION STL. STEEL LEGAL DESCRIPTION CPT. CARPET INT. INTERIOR STA. STATION C.T. CERAMIC TILE S.T.C SOUND TRANSMISSION CLASS C.Y. CUBIC YARDS JT. JOINT ST.S. STANDING SEAM 1982: SUB. SUBSTITUTE THAT PORTION OF GOVERNMENT LOT 4, SECTION 12, TOWNSHIP 26 NORTH, RANGE 4 EAST, W.M. IN KING COUNTY, WASHINGTON, D.F. DRINKING FOUNTAIN KIT. KITCHEN SUSP. SUSPENDED DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 660 FT NORTH OF AND 30 FT EAST OF THE SOUTHWEST CORNER OF SECTION 12, D.H. DOUBLE HUNG SV SHEET VINYL TOWNSHIP 26 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; RUNNING THENCE NORTH AND PARALLEL TO THE WEST LINE DIM. DIMENSION LAF LIQUID-APPLIED MEMBRANE FLASHING SYM. SYMMETRICAL OF SAID SECTION 12, 157.5 FT; THENCE EASTERLY AND PARALLEL TO THE SOUTH LINE OF SECTION 12, 157.5 FT; THENCE SOUTH AND DISP. DISPENSER L.F. LINEAL FEET SYS. STYSTEM PARALLEL TO THE WEST LINE OF SAID SECTION 12, 157.5 FT; THENCE WESTERLY AT RIGHT ANGLES AND PARALLEL WITH THE SOUTH LINE DIV. DIVISION LT.WT. LIGHT WEIGHT OF SAID SECTION 12, 628.12 FT. TO THE POINT OF BEGINNING; "BEING KNOWN AS THE SOUTH HALF OF TRACT 2, THE MOORLANDS DN. DOWN T. TREAD ACCORDING TO THE UNRECORDED PLAT, EXCEPT ROADS". DR. DOOR MAS. MASONRY TB TACK BOARD EXCEPT THE WEST 12 FT THEREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER FILE NO. 8001550643. D.S. DOWN SPOUT M.B. MACHINE BOLT T.O.C. TOP OF CURB DWG. DRAWING M.B. MARKER BOARD TEL. TELEPHONE 2016: M.D.F. MEDIUM DENSITY FIBERBOARD TER TERRAZZO MOORLANDS THE UNREC VAL OF UNDEEDED STS & ALLEYS IN IN LOT VAL S 1/2 LESS CO RD. E EAST (COORDINATE) M.D.O. MEDIUM DENSITY OVERLAY T.O.P. TOP OF PLATE OR PAVEMENT EA. EACH M.D.X. MEDIUM DENSITY EXTERIOR OVERLAY T.P.D. TOILET PAPER DISPENSER E.B. EXPANSION BOLT MECH. MECHANICAL T.O.W. TOP OF WALL E.J. EXPANSION JOINT MEMB. MEMBRANE TYP. TYPICAL ELEC. ELECTRICAL MFG. MANUFACTURING ELEV. ELEVATION MFR. MANUFACTURER UNF. UNFINISHED ENCL. ENCLOSURE MIN. MINIMUM U.O.N. UNLESS OTHERWISE NOTED EQ. EQUAL MIR. MIRROR PROJECT LOCATION EQUIP. EQUIPMENT M.O. MASONRY OPENING V. VENT E.W.C. ELECTRIC WATER COOLER MTL. METAL V.B. VAPOR BARRIER EXT. EXTERIOR V.C.T. VINYL COMPOSITION TILE N. NORTH DESIGN TEAM BUILDING INFORMATION F.A. FIRE ALARM N.I.C. NOT IN CONTRACT W. WEST, EIDTH F.C.O. FLOOR CLEANOUT NOM. NOMINAL W.C. WATER CLOSET F.D. FLOOR DRAIN N.T.S. NOT TO SCALE WD. WOOD OWNER: CONSTRUCTION PROJECT MANAGER: STRUCTURAL ENGINEER: SQUARE FOOTAGE: NO CHANGE F.E. FIRE EXTINGUISHER WDW. WINDOW F.E.C. FIRE EXTINGUISHER CABINET O.C. ON CENTER W.G. WIRED GLASS KING COUNTY HOUSING AUTHORITY KING COUNTY HOUSING AUTHORITY PCS STRUCTURAL CONSTRUCTION TYPE: F.F. FINISH FLOOR O.H. OPPOSITE HAND W.H. WATER HEATER CONTACT: MUCHAEL CUADRA, AMY KURTZ CONTACTS: STEVE FARVOUR, ASSOCIATE TYPE VB F.F.E. FINISH FLOOR ELEVATION OPN'G. OPENING WIN. WINDOW CONSTRUCTION PROJECT ENGINEER PHONE: 206.574.1283 RICK OEHMCKE, PRINCIPAL F.S. FROM SLAB OPP. OPPOSITE W.P. WATER PROOF(ING) 600 ANDOVER PARK W. EMAIL: [email protected] 811 FORST AVENUE, SUITE 620 OCCUPANCY: F.H. FIRE HYDRANT W.R. WATER RESISTANT TUKWILA, WA 98188 SEATTLE, WA 98104 R-1 (APARTMENTS) FIN. FINISH PERF. PERFORATED WT. WEIGHT PHONE: 206-574-1219 PHONE: 206-292-5076 P.L. PROPERTY LINE W.W.F. WELDED WIRE FABRIC EMAIL: [email protected] EMAIL: [email protected], PARKING: EXISTING, NO CHANGE P-LAM. PLASTIC LAMINATE W.O.M. WALK OFF MAT [email protected] NO CHANGE IN SIZE OR USE OF BUILDING

ARCHITECT: ENVELOPE CONSULTANT:

ARC ARCHITECTS JRS ENGINEERING CONTACTS: REX BOND, PRINCIPAL CONTACT: TONY CASE, SENIOR HANNA LIRMAN, DESIGNER PROJECT ARCHITECT 119 S MAIN ST, SUITE 200 12721 30TH AVE NE, 2ND FLOOR SEATLE, WA 98104 SEATTLE, WA 98125 PHONE: 206-322-3322 PHONE: 206-300-3968 EMAIL: [email protected] EMAIL: [email protected] [email protected] GREEN LEAF APARTMENTS EXTERIOR RENOVATION 16714 68TH AVE. NE, KENMORE, WA 98028 GENERAL NOTES GOVERNING CODES DRAWING LIST

2015 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS GENERAL STRUCTURAL 1. DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY AND WHAT IS CONTAINED IN ONE SHALL BE CONSIDERED TO BE INCLUDED IN BOTH. WASHINGTON STATE ENERGY CODE T1.0 PROJECT INFO S1.00 GENERAL NOTES 2. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES. IF A CONFLICT ARISES BETWEEN WHAT IS SHOWN IN THE CONTRACT DOCUMENTS AND AN APPLICABLE S1.01 PLANS AND DETAILS CODE, PROMPTLY NOTIFY ARCHITECT FOR DETERMINATION OF HOW TO PROCEED INTERNATIONAL FIRE CODE ARCHITECTURAL 3. DO NOT SCALE DRAWINGS

4. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER, TYPICAL A1.0 SITE PLAN DETAILS SHALL APPLY. A1.1 DEMOLITION SCOPE A2.1 FLOOR PLANS - BLDG 1 A2.2 FLOOR PLANS - BDLG 2 BID SET A2.3 FLOOR PLANS - BLDG 3 A2.4 FLOOR PLANS - BLDG 4 & 5 A3.1 EXTERIOR ELEVATIONS - BLDG 1 A3.2 EXTERIOR ELEVATIONS - BLDG 2 A3.3 EXTERIOR ELEVATIONS - BLDG 3 A3.4 EXTERIOR ELEVATIONS - BLDGS 4 & 5 LEGEND A4.1 ENLARGED ELEVATIONS & SECTIONS PERMIT NOTES A7.1 SCHEDULES & WATERPROOFING A8.1 EXTERIOR DETAILS ISSUE DATE: JUNE 28, 2018 1. SEE STRUCTURAL FOR SPECIAL INSPECTION REQUIREMENTS AND ADDITIONAL DEFERRED PERMIT SUBMITTALS A8.2 EXTERIOR DETAILS A8.3 EXTERIOR DETAILS REVISION DATE DESCRIPTION 2. CONTRACTOR MATERIALS AND ACTIVITIES SHALL NOT BLOCK ANY EXIT WHILE THE BUILDING IS OCCUPIED.

1 Ref 3. PERMIT EXEMPTION FOR EXTERIOR SIDING AND WINDOW REPLACEMENT PER COMPLIANCE TO RCW 64.55.020 UNIT # UNIT NAME EXTERIOR DRAWING # NEW FENCE & UNIT NUMBER ELEVATION A101 SHEET # POSTS 4. DECK REPLACEMENT IS UNDER PERMIT - GENERAL CONTRACTOR TO COMPLY WITH "MYBUILDINGPERMIT.COM DECK CONSTRUCTION TIP SHEET" AND COORDINATE 101 INSPECTIONS WITH THE CITY FOR FRAMING AND DECKING REPLACEMENT.

DIMENSION POINT EXISTING HOSE BIB HB OR ELEVATION BUILDING 1 DRAWING # SECTION A1.1 SHEET # CONTENTS: WINDOW EXISTING ELECTRICAL A TYPE - SEE A7.1 METER PROJECT INFO WALL 1 DRAWING # SECTION A1.1 SHEET # 101 DOOR NUMBER NEW EXTERIOR SEE A7.1 LIGHT FIXTURE SCALE: 1/4" = 1'-0" 1 DRAWN: HCL DETAILS A1.1 DETAIL # CHECKED: RLB REPLACE SHEET # DOWNSPOUT LOCATION D.S. PROJECT NO: 2017016.00 DECKING

SHEET: T1.0 SITE PLAN NOTES:

1. REFER TO T1.0 FOR GENERAL NOTES.

2. SEE BUILDING ELEVATIONS FOR EXTERIOR MATERIALS.

119 S Main St, Suite 200 Seattle, WA 98104-2579 206 322 3322

616.12' PROPERTY LINE

HB BUILDING E 16710 HB

157.50' BUILDING C

PROPERTY LINE PROPERTY BUILDING B 16714 BUILDING D HB 16716

16712 HB

PROJECT SIGN, F.O.I.C. HB

HB BUILDING A 16718 HB HB HB JUANITA DRIVE JUANITA (68TH AVE. NE)

BUS SHELTER

SITE PLAN NORTH GREEN LEAF APARTMENTS EXTERIOR RENOVATION 16714 68TH AVE. NE, KENMORE, WA 98028 1 1" = 20'-0"

BID SET

ISSUE DATE: JUNE 28, 2018

REVISION DATE DESCRIPTION

CONTENTS: SITE PLAN

SCALE: As indicated DRAWN: HCL CHECKED: RLB PROJECT NO: 2017016.00

SHEET: A1.0 DEMOLITION SCOPE

DEMO ALL VINYL SIDING AND SHINGLES DEMO ALL CRAWL SPACE / STORAGE ROOM VENTS

DEMO ALL WINDOWS AND BLINDS DEMO LAUNDRY VENT COVER

DEMO ALL EXTERIOR DOORS INCLUDING SLIDERS DEMO BUS SHELTER BENCH

DEMO ALL DECKING EXCEPT IN STORAGE ROOMS DEMO BUS SHELTER SIDING

DEMO ALL FRONT PRIVACY WALLS DEMO ALL EXTERIOR UNIT LIGHTS 119 S Main St, Suite 200 Seattle, WA 98104-2579 DEMO ALL REAR PRIVACY RAILINGS AND HANDRAILS DEMO CAP ON REAR PRIVACY WALLS 206 322 3322 DEMO ALL EXTERIOR FIRE EXTINGUISHERS DEMO ALL UNIT EXTERIOR SIGNAGE

DEMO ALL DOWNSPOUTS DEMO TRIM BOARDS UNDER DOOR SILLS

DEMO ALL CRAWLSPACE ACCESS DOORS DEMO ALL DETERIORATED FRAMING GREEN LEAF APARTMENTS EXTERIOR RENOVATION 16714 68TH AVE. NE, KENMORE, WA 98028

BID SET

ISSUE DATE: JUNE 28, 2018

REVISION DATE DESCRIPTION

CONTENTS: DEMOLITION SCOPE

SCALE: DRAWN: Author CHECKED: Checker PROJECT NO: 2017016.00

SHEET: A1.1 PLAN NOTES:

1. REFER TO T1.0 FOR GENERAL NOTES.

2. SEE BUILDING ELEVATIONS FOR EXTERIOR MATERIALS & DETAILS

3. NEW FIRE EXTINGUISHERS TO BE LOCATED DURING CONSTRUCTION BY KCHA & INSTALLED BY CONTRACTOR 4. NEW UNIT NUMBER SIGNS TO BE PROVIDED BY KCHA & INSTALLED BY CONTRACTOR 119 S Main St, Suite 200 Seattle, WA 98104-2579 206 322 3322 LEGEND

1 Ref UNIT # UNIT NAME EXTERIOR DRAWING # 101 UNIT NUMBER ELEVATION A101 SHEET #

DIMENSION POINT BUILDING 1 DRAWING # OR ELEVATION SECTION A1.1 SHEET #

WINDOW WALL 1 DRAWING # A TYPE - SEE A7.1 SECTION A1.1 SHEET #

1 101 DOOR NUMBER DETAILS DETAIL # SEE A7.1 A1.1 SHEET #

REPLACE NEW FENCE & DECKING POSTS

EXISTING EXISTING HOSE BIB ELECTRICAL HB METER

NEW EXTERIOR DOWNSPOUT LOCATION LIGHT FIXTURE D.S.

A3.1

9' - 0" 30' - 0" 6 5' - 0" 4' - 0" 3' - 0"

C A UNIT #A1

002 A 16' - 3" - 16' 3" - 16' 001

003 003

D.S. D.S. 003 003 2 001 A4.1

UNIT #A2 002 A 15' - 9" - 15' 16' - 3" - 16'

C A

004 A GREEN LEAF APARTMENTS EXTERIOR RENOVATION 16714 68TH AVE. NE, KENMORE, WA 98028 UNIT #A3

002 A 16' - 3" - 16' 15' - 9" - 15' NEW 5' H 001 GARBAGE SCREEN 003 003 FENCE - TYP.

D.S. D.S. A3.1 3 003 UP DN 003 1 A3.1 3 001 A4.1 UNIT #A4 002 A 15' - 9" - 15' 16' - 0" - 16' BID SET NEW 6' H 002 A FENCE - TYP.

003 B D.S. D.S.

UP DN 003 A ISSUE DATE: JUNE 28, 2018 UNIT #A5 002 001 REVISION DATE DESCRIPTION 20' - 6" - 20' A

002 A

HB 5

A3.1 29' - 0" 5' - 0" CONTENTS: FLOOR PLANS - LEVEL 2 - BLDG A ROOF PLAN - BLDG A BLDG 1 LEVEL 1 - BLDG A 2 1/8" = 1'-0" 1 1/8" = 1'-0" 3 1/8" = 1'-0" SCALE: As indicated DRAWN: HCL CHECKED: RLB PROJECT NO: 2017016.00

SHEET: A2.1 HOSE BIB HOSE CAP EXISTING A3.2 2 4' - 0" 9' - 0" 30' - 0" 5' - 0" 1 2 3 HB EE BLDG B LEVEL 1- BLDG B LEVEL 2- 1/8" = 1'-0" 1/8" = 1'-0" ROOF PLAN - BLDG B BLDG ROOF PLAN- 1/8" = 1'-0" 002 A NT#1UNIT #B2 UNIT #B1 16' -3" 15' -9" 002 A D.S. EC TYP. FENCE - NEW 6' H 001 003 003 D.S. ..D.S. D.S. D.S. 003 003 001 D.S. 15' -9" 16' -3" 002 A 004 A CENFNE-TYP. - FENCE SCREEN NEW5' HGARBAGE C A NT#3UNIT #B4 UNIT #B3 16' -3" 15' -9" 002 A D.S. 001 003 003 D.S. D.S.

B 003 003 001 D.S. 15' -9" 16' -3" 002 A HB C A A3.2 1 A4.1 A3.2 3 6 002 A NT#5UI B UNIT #B7 UNIT #B6 UNIT #B5 16' -3" 15' -9" 002 A D.S. 001 003 003 D.S. D.S. D.S. 003 003 001 D.S. 15' -9" 16' -0" 002 A 004 A A 22' -0" D 26' -6" 002 A 001 003 4' -9" 003

HB D.S.

2' - 0" 20' - 6" 20' - 6" 5' - 0" D.S. 4 HOSE BIB HOSE CAP EXISTING SEE SHEET A2.4 BRIDGE TOBLDG 5 A3.2 LEGEND PLAN NOTES: 4. NEW UNIT NUMBER SIGNS TO BE PROVIDED BY KCHA & INSTALLED BY CONTRACTOR BY KCHA&INSTALLED BY PROVIDED BE TO SIGNS NUMBER 4. NEW UNIT CONTRACTOR BY INSTALLED & KCHA BY CONSTRUCTION DURING LOCATED BE TO EXTINGUISHERS 3. NEW FIRE 2. SEE BUILDING ELEVATIONS FOR EXTERIOR MATERIALS & DETAILS NOTES. GENERAL FOR T1.0 TO REFER 1. UNIT # UNIT 101 101 A DECKING REPLACE LIGHT FIXTURE LIGHT NEW EXTERIOR METER ELECTRICAL EXISTING SEE A7.1 NUMBER DOOR A7.1 SEE - TYPE WINDOW ELEVATION OR POINT DIMENSION NUMBER UNIT NAME UNIT SECTION WALL DETAILS SECTION BUILDING ELEVATION EXTERIOR HB D.S. A1.1 A101 A1.1 A1.1 1 1 1 1 Ref EXISTING HOSE BIB HOSE EXISTING POSTS & NEW FENCE DOWNSPOUT LOCATION DOWNSPOUT SHEET # # DRAWING SHEET # # DETAIL SHEET # # DRAWING SHEET # # DRAWING 119S Main St,Suite 200 Seattle, WA 98104-2579 WA Seattle, SCALE: CONTENTS: SHEET: PROJECT NO: CHECKED: DRAWN: BDLG 2 PLANS - FLOOR ISSUE DATE: BIDSET EIINDT DESCRIPTION DATE REVISION A2.2 206 322 3322 322 206

JUNE 28, 2018 GREEN LEAF APARTMENTS 2017016.00 Checker Author As indicated EXTERIOR RENOVATION

16714 68TH AVE. NE, KENMORE, WA 98028 A3.3 1 D.S. 3 1 2' - 0" 20' - 6" 20' - 6" 5' - 0" 2 OFPA BLDGD ROOF PLAN- EE BLDGD LEVEL 1- BLDGD LEVEL 2- 1/8" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0" 4' -9" 003 001 UNIT #D1 A D 26' -6" 22' -0" 002 EC TYP. FENCE - NEW 6' H A 003 D.S. D.S. 003 004 A UNIT #D2 16' -0" 15' -9" 002 A D.S. 001 003 D.S. D.S. D.S. 003 003 001 D.S. UNIT #D3 15' -9" 16' -3" 002 A CENFNE-TYP. - FENCE SCREEN NEW5' HGARBAGE 002 A C A UNIT #D4 16' -3" 15' -9" 002 A D.S. 001 003 003 D.S. D.S. D.S. 003 003 A3.3 A3.3 3 2 001 UNIT #D5 D.S. 15' -9" 16' -3" 002 A HB C A 004 A UNIT #D6 16' -3" 15' -9" 002 A D.S. 001 003 003 D.S. D.S. D.S. 003 003 001 D.S. UNIT #D7 15' -9" 16' -0" 002 A 002 A D.S. B 003 D.S. UNIT #D8 A 003 20' -6" 002 20' -3" 001 A C A D.S. D.S. D.S. 003 002 A UNIT #D9 A 002 20' -6" 20' -6" 001 003 A B D.S.

HB 5' - 0" 33' - 0" 5' - 0" 5' - 0" 4 A3.3 LEGEND PLAN NOTES: 4. NEW UNIT NUMBER SIGNS TO BE PROVIDED BY KCHA & INSTALLED BY CONTRACTOR BY KCHA&INSTALLED BY PROVIDED BE TO SIGNS NUMBER NEW UNIT 4. 3. 2. NOTES. GENERAL FOR T1.0 TO REFER 1. UNIT # UNIT SE NE 101 101 E BUILDINGELEVATIONS EXTERIOR FOR MATERIALS&DETAILS W FIRE EXTINGUISHERS TO BE LOCATED DURING CONSTRUCTION BY KCHA & INSTALLED BY CONTRACTOR BY INSTALLED & KCHA BY CONSTRUCTION DURING LOCATED BE TO EXTINGUISHERS W FIRE A LIGHT FIXTURE LIGHT NEW EXTERIOR METER ELECTRICAL EXISTING DECKING REPLACE SEE A7.1 NUMBER DOOR A7.1 SEE - TYPE WINDOW ELEVATION OR POINT DIMENSION NUMBER UNIT NAME UNIT SECTION WALL DETAILS SECTION BUILDING ELEVATION EXTERIOR HB D.S. A1.1 A101 A1.1 A1.1 1 1 1 1 Ref DOWNSPOUT LOCATION DOWNSPOUT EXISTING HOSE BIB HOSE EXISTING POSTS & NEW FENCE SHEET # # DRAWING SHEET # # DETAIL SHEET # # DRAWING SHEET # # DRAWING 119S Main St,Suite 200 Seattle, WA 98104-2579 WA Seattle, SHEET: PROJECT NO: CHECKED: SCALE: CONTENTS: DRAWN: BLDG 3 PLANS - FLOOR ISSUE DATE: BIDSET EIINDT DESCRIPTION DATE REVISION A2.3 206 322 3322 322 206

JUNE 28, 2018 GREEN LEAF APARTMENTS 2017016.00 Checker Author As indicated EXTERIOR RENOVATION

16714 68TH AVE. NE, KENMORE, WA 98028 A3.4 1

1 5' - 0" 4' - 0" 29' - 0" 4' - 0" 2 5 EE BLDG E LEVEL 1- BLDG E LEVEL 2- E BLDG ROOF PLAN- 1/8" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0" C A D.S. A NT#1UI E UNIT #E3 UNIT #E2 UNIT #E1 20' -3" 20' -6" 001 002 003 A 003 D.S. D.S. B D.S. 003 CENFNE-TYP. SCREEN FENCE- NEW5' HGARBAGE C A 16' -0" 15' -9" 002 A D.S. 001 HB 003 D.S. D.S. D.S. CAPPED TO BE 003 003 001 D.S. 15' -9" 16' -3" 002 A HB C A A3.4 A3.4 4 2 004 A NT#4UNIT #E5 UNIT #E4 16' -3" 15' -9" 002 A 001 EC TYP. FENCE - NEW 6' H 003 003 D.S. D.S. D.S. D.S. HB HOSE BIB HOSE NEW 003 003 001 15' -9" 15' -9" 002 A 002 A D.S. D.S. B 003 D.S. 003 A UNIT #E6 002 20' -3" 001 D.S. A 002 A

HB 4' - 0" 9' - 0" 4' - 0" 29' - 0" 5' - 0" 3 A3.4 CAPPED TO BE BUILDING 2 BRIDGE TO A3.4 4 8 EE BLDG C LEVEL 1- 1/8" = 1'-0" 001 003 E 25' -0" A3.4 LEGEND PLAN NOTES: A3.4 7 6 4. NEW UNIT NUMBER SIGNS TO BE PROVIDED BY KCHA & INSTALLED BY CONTRACTOR BY KCHA&INSTALLED BY PROVIDED BE TO SIGNS NUMBER 4. NEW UNIT CONTRACTOR BY INSTALLED & KCHA BY CONSTRUCTION DURING LOCATED BE TO EXTINGUISHERS FIRE NEW 3. 2. SEE BUILDINGELEVATIONS EXTERIOR FOR MATERIALS&DETAILS NOTES. GENERAL FOR T1.0 TO REFER 1. UNIT # UNIT 101 101 A F 001 HB DECKING REPLACE LIGHT FIXTURE LIGHT NEW EXTERIOR METER ELECTRICAL EXISTING SEE A7.1 NUMBER DOOR A7.1 SEE - TYPE WINDOW ELEVATION OR POINT DIMENSION NUMBER UNIT NAME UNIT 005 001

35' - 0" 5 A3.4 DETAILS SECTION WALL SECTION BUILDING ELEVATION EXTERIOR HB D.S. A1.1 A101 A1.1 A1.1 1 1 1 1 Ref EXISTING HOSE BIB HOSE EXISTING POSTS & NEW FENCE DOWNSPOUT LOCATION DOWNSPOUT SHEET # DETAIL # SHEET # # DRAWING SHEET # # DRAWING SHEET # # DRAWING SEE ELEVATION NEW OPENING, 3 6 ON A3.4 EE BUS STOP LEVEL 1- ROOF PLAN - BUS STOP BUS ROOF PLAN - A3.4 1/8" = 1'-0" 1/8" = 1'-0" 12

3' - 8" 2' - 2" 2' -11" 8' -3" A3.4 A3.4 11 10

7' - 8" 9 SOLAR PANEL PV 26" x 35" A3.4 119S Main St,Suite 200 Seattle, WA 98104-2579 WA Seattle, CONTENTS: SHEET: PROJECT NO: CHECKED: SCALE: DRAWN: BLDG 4&5 PLANS - FLOOR ISSUE DATE: BIDSET EIINDT DESCRIPTION DATE REVISION A2.4 206 322 3322 322 206

JUNE 28, 2018 GREEN LEAF APARTMENTS 2017016.00 Checker Author As indicated EXTERIOR RENOVATION

16714 68TH AVE. NE, KENMORE, WA 98028 ELEVATION NOTES: 119 S Main St, Suite 200 Seattle, WA 98104-2579 1. REFER TO T1.0 FOR PROJECT GENERAL NOTES. 206 322 3322 2. REFER TO A8.1 FOR SEALING OF WALL OPENINGS & PENETRATIONS

3. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER, TYPICAL DETAILS SHALL APPLY.

4. PRIVACY FENCE WHERE ILLUSTRATED - TYP.

5. GARBAGE SCREEN WHERE ILLUSTRATED - TYP.

6. UNIT NUMBER SIGNS TO BE PROVIDED BY OWNER START OF PANELS START OF PANELS 4 PT-2 A4.1 3' - 7 1/2" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 4 1/2" PT-3

PT-4 9" 3' - 9" 3' - 9" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 9" 3' - 9" 9" 4' - 0" 3' - 9" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 9" 4' - 6" 3' - 6" 4' - 0" 4' - 0" 4' - 0" 4' - 6" EXISTING ROOF, SOFFIT AND GUTTERS TO REMAIN ELEVATION LEGEND NEW DOWNSPOUT, PANEL AND BATTEN SIDING TYP. DS DS DS DS DS EXTERIOR LIGHT FIXTURE LAP SIDING PT-1 EXTERIOR LIGHT FIXTURE

DS DS DS ELECTRIC METERS - E HOSE BIBB - E PANEL AND BATTEN PT-4 PANEL AND BATTEN PT-3 PANEL AND BATTEN PT-2

5 BLDG 1 - South Elevation 1/8" = 1'-0" BLDG 1 - West Elevation 3 1/8" = 1'-0"

1' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 1' - 0" PT-4 PT-3

PT-2 4' - 3" 4' - 0" 2' - 6" 2' - 6" 4' - 0" 3' - 3" 3' - 9" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 3" 3' - 9" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 3"

1 A4.1 NEW DOWNSPOUT,

TYP. GREEN LEAF APARTMENTS EXTERIOR RENOVATION 16714 68TH AVE. NE, KENMORE, WA 98028

DS DS DS DS

PANEL AND BATTEN PT-2 PANEL AND BATTEN PT-3 PANEL AND BATTEN PT-4

BID SET BLDG 1 - North Elevation BLDG 1 - East Elevation 6 1/8" = 1'-0" 1 1/8" = 1'-0"

ISSUE DATE: JUNE 28, 2018

REVISION DATE DESCRIPTION

CONTENTS: EXTERIOR ELEVATIONS - BLDG 1

SCALE: As indicated DRAWN: HCL CHECKED: RLB PROJECT NO: 2017016.00

SHEET: A3.1 ELEVATION NOTES:

1. REFER TO T1.0 FOR PROJECT GENERAL NOTES.

2. REFER TO A8.1 FOR SEALING OF WALL OPENINGS & PENETRATIONS 119 S Main St, Suite 200 Seattle, WA 98104-2579 3. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR 206 322 3322 CHARACTER, TYPICAL DETAILS SHALL APPLY.

4. PRIVACY FENCE WHERE ILLUSTRATED - TYP.

5. GARBAGE SCREEN WHERE ILLUSTRATED - TYP.

6. UNIT NUMBER SIGNS TO BE PROVIDED BY OWNER

START OF PANELS ELEVATION LEGEND PT-5 PT-4 EXTERIOR LIGHT FIXTURE EXISTING ROOF, SOFFITS AND 1' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 1' - 0" GUTTERS TO REMAIN, TYP.

4' - 6" 3' - 9" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 9" 4' - 0" 4' - 6" 3' - 9" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 9" 4' - 6" 4' - 0" 3' - 9" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 9" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0"

PANEL AND BATTEN SIDING

LAP SIDING PT-1 NEW DOWNSPOUT, TYP. DS DS DS DS DS DS

DS DS DS HOSE BIBB PANEL AND BATTEN PT-5 PANEL AND BATTEN PT-4 PANEL AND BATTEN PT-3 ELECTRIC METERS - E CAP EXISTING HOSE BIBB

BLDG 2 - South Elevation BLDG 2 - West Elevation 1 1/8" = 1'-0" 2 1/8" = 1'-0"

PT-4 PT-3 GREEN LEAF APARTMENTS EXTERIOR RENOVATION 16714 68TH AVE. NE, KENMORE, WA 98028

4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 3" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 3" 3' - 9" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 9" 4' - 3" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 3"

BRIDGE TO BUILDING 5 SEE SHEET A3.4 FOR ELEVATIONS

BID SET

CAP EXISTING HOSE BIBB ELECTRIC METERS - E DS DS DS DS HOSE BIBB PROVIDE LAP SIDING BELOW DECKS @ PANEL AND BATTEN PT-2 PANEL AND BATTEN PT-3 PANEL AND BATTEN PT-4 PANEL AND BATTEN PT-5 FOUNDATION WALL. ISSUE DATE: JUNE 28, 2018 5 CRAWL SPACE ACCESS A4.1 DOOR WHERE OCCURS. SEE DETAIL 18/A8.1 REVISION DATE DESCRIPTION BLDG 2 - North Elevation BLDG 2 - East Elevation 3 1/8" = 1'-0" 4 1/8" = 1'-0"

CONTENTS: EXTERIOR ELEVATIONS - BLDG 2

SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2017016.00

SHEET: A3.2 ELEVATION NOTES:

1. REFER TO T1.0 FOR PROJECT GENERAL NOTES.

2. REFER TO A8.1 FOR SEALING OF WALL OPENINGS & PENETRATIONS

3. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER, TYPICAL DETAILS SHALL APPLY. 119 S Main St, Suite 200 4. PRIVACY FENCE WHERE ILLUSTRATED - TYP. Seattle, WA 98104-2579 5. GARBAGE SCREEN WHERE ILLUSTRATED - TYP. 206 322 3322

6. UNIT NUMBER SIGNS TO BE PROVIDED BY OWNER

ELEVATION LEGEND

EXTERIOR LIGHT FIXTURE

4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" PT-4 EXISTING ROOF, SOFFIT AND GUTTERS PT-5 TO REMAIN, TYP. 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 2 1/8" 3' - 9 7/8" 3' - 9" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 9" 4' - 2 1/8" 4' - 3 7/8" 3' - 9" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 9" 4' - 8 1/8" 3' - 9 7/8" 3' - 9" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 9" 4' - 2 1/8" 3' - 9 7/8" 4' - 0" 4' - 0" 4' - 3" 4' - 3" 4' - 3" 4' - 3" 4' - 0" 4' - 0" 4' - 2 1/8"

PANEL AND BATTEN SIDING

DS DS DS DS DSDS DS DS LAP SIDING PT-1

DS DS HOSE BIBB DS DS DS DS

PANEL AND BATTEN PT-5 PANEL AND BATTEN PT-5 PANEL AND BATTEN PT-4 PANEL AND BATTEN PT-3 PANEL AND BATTEN PT-2 DS FOUNDATION VENTS

BLDG 3 - South Elevation BLDG 3 - West Elevation 2 1/8" = 1'-0" 1 1/8" = 1'-0"

START OF PANELS

3' - 6" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 6"

PT-3

PT-2 GREEN LEAF APARTMENTS EXTERIOR RENOVATION 16714 68TH AVE. NE, KENMORE, WA 98028 3' - 6" 4' - 0" 2' - 6" 2' - 6" 4' - 0" 2' - 4 1/4"2' - 4 1/4"3' - 3 1/2" 4' - 0" 2' - 6" 2' - 6" 4' - 0" 3' - 0" 4' - 3" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 3" 3' - 9" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 9" 4' - 3" 4' - 0" 4' - 0" 2' - 4 1/2"2' - 4 1/2"3' - 3" 4' - 0" 4' - 0" 4' - 3" 4' - 0" 4' - 0" 4' - 0" 4' - 0"

NEW DOWNSPOUT, TYP.

BID SET

HOSE BIBB DS DS DS DS PROVIDE LAP SIDING BELOW DECKS ELECTRIC FOUNDATION @ FOUNDATION WALL. METERS - E VENTS PANEL AND BATTEN PT-2 PANEL AND BATTEN PT-3 PANEL AND BATTEN PT-4 PANEL AND BATTEN PT-5

CRAWL SPACE ACCESS DOOR WHERE OCCURS. SEE DETAIL 18/A8.1 ISSUE DATE: JUNE 28, 2018

REVISION DATE DESCRIPTION BLDG 3 - North Elevation BLDG 3 - East Elevation 3 1/8" = 1'-0" 4 1/8" = 1'-0"

CONTENTS: EXTERIOR ELEVATIONS - BLDG 3

SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2017016.00

SHEET: A3.3 3' - 6" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 6" PT-4 ELEVATION NOTES: EXISTING ROOF, SOFFIT AND GUTTERS TO REMAIN, TYP. PT-3 1. REFER TO T1.0 FOR PROJECT GENERAL NOTES. NEW 4' - 6" 4' - 0" 4' - 0" 4' - 0" 3' - 6" 4' - 6" 3' - 6" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 6" 4' - 0" 3' - 6" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 6" 3' - 6" 4' - 0" 4' - 0" 4' - 0" 4' - 6" PT-2 DOWNSPOUT, 2. REFER TO A8.1 FOR SEALING OF WALL OPENINGS & PENETRATIONS TYP. 3. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR 119 S Main St, Suite 200 CHARACTER, TYPICAL DETAILS SHALL APPLY. PANEL AND BATTEN SIDING Seattle, WA 98104-2579 4. PRIVACY FENCE WHERE ILLUSTRATED - TYP. 206 322 3322 DS DS 5. GARBAGE SCREEN WHERE ILLUSTRATED - TYP. DS DS LAP SIDING PT-1 6. UNIT NUMBER SIGNS TO BE PROVIDED BY OWNER

DS DS DS DS HOSE BIBB PANEL AND BATTEN PT-5 PANEL AND BATTEN PT-4 BOARD AND BATTEN PT-3 PANEL AND BATTEN PT-2 CAP EXISTING HOSE BIBB ELEVATION LEGEND

BLDG 4 - South Elevation BLDG 4 - East Elevation EXTERIOR LIGHT FIXTURE 4 1/8" = 1'-0" 3 1/8" = 1'-0"

PT-2 3' - 6" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 6" PT-3

PT-5 NEW 4' - 0" 4' - 0" 2' - 6" 2' - 6" 4' - 0" 3' - 6" 3' - 6" 4' - 3" 4' - 3" 4' - 0" 4' - 0" 3' - 9" 3' - 9" 4' - 6" 3' - 6" 4' - 3" 4' - 3" 4' - 5 1/2" 3' - 3 1/2" 4' - 0" 4' - 0" 4' - 6" 2' - 9" 4' - 0" 2' - 6" 2' - 6" 4' - 0" 4' - 0" DOWNSPOUT, TYP.

10 A8.3

15 A8.3 20 PROVIDE LAP SIDING A8.3 BELOW DECKS @ FOUNDATION WALL. DS DS DS HOSE BIBB HOSE BIBB CRAWL SPACE ACCESS ELECTRIC METERS - E DOOR WHERE OCCURS. PANEL AND BATTEN PT-2 PANEL AND BATTEN PT-3 PANEL AND BATTEN PT-4 PANEL AND BATTEN PT-5 FOUNDATION VENTS SEE DETAIL 18/A8.1

BLDG 4 - North Elevation BLDG 4 - West Elevation 2 1/8" = 1'-0" 1 1/8" = 1'-0"

EXISTING ROOF, SOFFIT AND GUTTERS TO REMAIN, TYP.

NEW DOWNSPOUT, TYP.

LAP SIDING PT-6 GREEN LEAF APARTMENTS EXTERIOR RENOVATION 16714 68TH AVE. NE, KENMORE, WA 98028 NEW OPEN RAILING

BRIDGE TO BUILDING 2

PROVIDE LAP SIDING BELOW DECKS @ FOUNDATION WALL.

CRAWL SPACE ACCESS DOOR WHERE OCCURS. BLDG 5 - East Elevation BLDG 5 - North Elevation SEE DETAIL 18/A8.1 5 1/8" = 1'-0" 6 1/8" = 1'-0" BID SET

BUS STOP - PERSPECTIVE 13 ISSUE DATE: JUNE 28, 2018

REVISION DATE DESCRIPTION

ELEC. METER - E 35" x 26" PV SOLAR PANEL 11 LIGHT A8.3 NEW SOLAR EXISTING ROOF TO POWERED LIGHT REMAIN NEW 14" x 30" ROUGH 18 FIXTURE INTERIOR WALLS PANEL AND BATTEN A8.3 AND SOFFITS PT-6 PT-7 @ BACK WALL PRIME AND PAINT OPENING - LOCATE FASCIA BETWEEN EXISTING CONTENTS: NEW STEEL BENCH 3 STUDS - F.V. TO MATCH THOSE @ A8.3 COMMUNITY BLDG 2' - 0" 14 EXTERIOR LAP SIDING PT-6 2' - 0" 9 2' - 6" A8.1 ELEVATIONS - HOSE BIBB DRYER VENT HOOD A8.1 2' - 0"

3' - 6" BLDGS 4 & 5 16 4 2' - 0" A8.3 A8.3 3' - 8" SCALE: As indicated DRAWN: Author CHECKED: Checker BLDG 5 - West Elevation BLDG 5 - South Elevation BUS STOP - E ELEV BUS STOP - N ELEV BUS STOP - S ELEV BUS STOP - W ELEV PROJECT NO: 2017016.00 8 1/8" = 1'-0" 7 1/8" = 1'-0" 9 1/8" = 1'-0" 10 1/8" = 1'-0" 11 1/8" = 1'-0" 12 1/8" = 1'-0" SHEET: A3.4 13 A8.1 WALL SECTION NOTES: 2 A4.1 12 1. REFER TO DETAILS FOR COMPLETE DESCRIPTION. DETAILS ON A8.3 WALL SECTIONS ARE DIAGRAMMATIC.

LEVEL 3 LEVEL 3 17' - 0" 17' - 0"

119 S Main St, Suite 200 13 A8.3 Seattle, WA 98104-2579 206 322 3322

8 A8.1 19 A8.3

1 2 A8.1 A8.1 8 6 A8.3 A8.1 7 A8.1 LEVEL 2 LEVEL 2 LEVEL 2 8' - 6" 8' - 6" 8' - 6" 5 20 A8.2 3 A8.2 A8.3 2' - 0" 2' - 0"

11 4' - 0"

A8.1 4' - 0" 10 A8.2 1 A8.3 2 1/2" 2' - 0"

LEVEL 1 LEVEL 1 LEVEL 1 D.S. 0' - 0" 0' - 0" D.S. D.S. 0' - 0"

14 17 A8.2 19 A8.2 A8.2 ENLARGED ELEVATION BLDG 1 - EAST ENLARGED SECTION 1 - BLDG 1 ENLARGED SECTION 2 - BLDG 1 1 1/2" = 1'-0" 2 1/2" = 1'-0" 3 1/2" = 1'-0"

6 A4.1

3 A8.1

3 A4.1 2 A8.2

LEVEL 3 LEVEL 1 LEVEL 1 17' - 0" 0' - 0" 0' - 0"

1' - 0" 19

20 GREEN LEAF APARTMENTS EXTERIOR RENOVATION 16714 68TH AVE. NE, KENMORE, WA 98028 16 17 A8.1 A8.1 A8.1 A8.1

7 15 A8.2 A8.2

2 A8.3 7 A8.3 12 ENLARGED ELEVATION BLDG 2 - NORTH ENLARGED SECTION 3 - BLDG 2 A8.2 5 1/2" = 1'-0" 6 1/2" = 1'-0" 6 BID SET A8.3

4 1 17 3 LEVEL 2 LEVEL 2 A8.2 A8.2 A8.3 A8.2 8' - 6" 8' - 6"

ISSUE DATE: JUNE 28, 2018 4 REVISION DATE DESCRIPTION 6 A8.1 A8.2

8 A8.2 9 A8.2

10 6' - 0"

11 A8.1 5' - 0" A8.2 CONTENTS: 5 10 A8.1 A8.1 ENLARGED ELEVATIONS & LEVEL 1 LEVEL 1 0' - 0" 0' - 0" SECTIONS

D.S. FOOTINGS PER STRUCT SCALE: 1/2" = 1'-0" DRAWN: HCL 16 13 18 15 CHECKED: RLB A8.2 A8.1 A8.2 A8.2 PROJECT NO: 2017016.00 ENLARGED ELEVATION - BLDG 1 - WEST ENLARGED ELEVATION - BLDG 1 - W - PRIVACY & GARBAGE FENCES 4 4A SHEET: 1/2" = 1'-0" 1/2" = 1'-0" A4.1 WINDOW SCHEDULE: DOOR SCHEDULE:

Window Schedule Door Schedule 119 S Main St, Suite 200 Construction Door Door Frame Frame Seattle, WA 98104-2579 Mark Width Height Count Description Type Mark Type Location Count Width Height Material Finish Material Finish Details 206 322 3322 A 4' - 0" 4' - 0" 59 Slider Vinyl 001 Panel Entry 30 3' - 0" 6' - 8" Fiberglass Painted Composite Painted 3/A8.2, 8/A8.2, 13/A8.2 B 2' - 0" 3' - 0" 5 Fixed Vinyl 002 Sliding Patio / Deck 36 6' - 0" 6' - 8" Fiberglass Painted Composite Painted 5/A8.2, 10/A8.2, 14/A8.2 C 4' - 0" 3' - 6" 10 Slider Vinyl 003 Flush Storage 552' - 6" 6' - 8" Fiberglass Painted Composite Painted D 6' - 0" 4' - 0" 2 Slider Vinyl 004 Upper Patio 6 3' - 0" 6' - 8" Fiberglass Painted Composite Painted 3/A8.2, 8/A8.2, 13/A8.2 E 8' - 0" 4' - 0" 1 Slider Vinyl Glass F 4' - 0" 3' - 0" 1 Slider Vinyl 005 Upper Laundry 1 3' - 0" 6' - 8" Fiberglass Painted Composite Painted 3/A8.2, 8/A8.2, 13/A8.2 Glass Rm.

NOTES: NOTES:

1. SCHEDULED WINDOWS ARE TO FIT EXISTING WINDOW OPENINGS. FIELD VERIFY EACH OPENING. 1. SCHEDULED DOORS ARE TO FIT EXISTING DOOR OPENINGS. FIELD VERIFY EACH OPENING.

2. SCHEDULED WINDOWS TO REPLACE EXISTING. OPERABLE WINDOWS SHALL HAVE SAME OPERATIONAL FEATURES & HAND 2. SCHEDULED DOORS SHALL HAVE SAME HAND & OPERATION OF EXISTING DOOR IT REPLACES

3. ALL SCHEDULED WINDOWS TO RECEIVE NEW WINDOW COVERINGS 3. DOOR MARK 002 IS A VINYL SLIDING CLASS DOOR

4. ALL SCHEDULED DOOR MARK 002 TO RECEIVED NEW WONDOW COVERINGS

4 3 5

6 GREEN LEAF APARTMENTS EXTERIOR RENOVATION 16714 68TH AVE. NE, KENMORE, WA 98028

ALWAYS INSTALL WRB IN A 8 "WEATHERBOARD OR SHINGLE FASHION" WITH THE UPPER BID SET COURSES LAPPED ON TOP OF THE COURSES BELOW

NOTE: WRB IS MECHANICALLY FASTENED TO THE SUBSTRATE. SAM AND LAF INSTALLATION SEQUENCE @ PUNCHED OPENINGS STAINLESS STEEL STAPLES OR CAP NAILS MAY BE USED AS EXISTING ROUGH OPENING: TEMPORARY FASTENERS DURING 1 INSTALLATION BUT ONLY AT • AFTER REMOVING EXISTING WINDOW, VERIFY THAT EXISTING ROUGH OPENING IS STRUCTURALLY SOUND ISSUE DATE: • VERIFY THAT THE EXISTING ROUGH OPENING IS LEVEL AND PLUMB. THE MAXIMUM ALLOWABLE DEVIATION IS 1/16" FOR EVERY 2" OF ROUGH OPENING (NOT TO EXCEED 1/8") LOCATIONS THAT WILL BE COVERED JUNE 28, 2018 • PREPARE SILL PER WINDOW MANUFACTURER INSTRUCTIONS BY THE SHINGLING OF THE NEXT LAYER OF MATERIAL REVISION DATE DESCRIPTION 2 WRB: INSTALL PER MANUFACTURER'S INSTRUCTIONS: FOLD INSIDE ROUGH OPENING AT SILL AND BOTH JAMBS, CUT AND FLIP UP WRB AT HEAD 3 FLEXIBLE SILL FLASHING FOLDED INSIDE OVER & UP THE JAMBS OF ROUGH OPENING AND WRB 4 INSTALL WINDOW OR DOOR PER MANUFACTURER'S INSTRUCTIONS. ADD SEALANT BEHIND NAILING FINS AT JAMBS AND HEAD ONLY. VERTICAL OVERLAPS MUST BE 12" MINIMUM 5 FLEXIBLE FLASHING AT BORH JAMBS APPLIED DIRECTLY TO NAILING FLANGE AND WRB AND BE SET IN A BED OF SEALANT VERTICAL OVERLAPS MUST BE STAGGERED A CONTENTS: 6 FLEXIBLE FLASHING AT HEAD APPLIED DIRECTLY TO NAILING FLANGE MINIMUM OF 24" AND SHOULD NOT OCCUR DIRECTLY ABOVE OR BELOW WINDOWS OR DOORS HORIZ OVERLAPS SCHEDULES & 7 FASTEN METAL HEAD FLASHING MUST BE 6" IN ORDER TO PROPERLY SEAL INSIDE AND OUTSIDE CORNERS CAN BE CONTINUOUS, OR IF A VERTICAL JOINT WATERPROOFING THE INTEGRAL TAPE OCCURS WITHIN 24" HORIZONTALLY, AN OVERLAP OF 12" MINIMUM ON EITHER SIDE FLASHING TAPE AFROSS TOP OF METAL HEAD FLASHING. LAP FOLDED WRB OVER WINDOW HEAD FLASHING, TAPE 45 DEG FLAPS WITH WRB DEAM TAPE PER MANUFACTURER'S INSTRUCTIONS 8 JOINT OF THE CORNER MUST BE PROVIDED TO CREATE A DOUBLE LAYER AT THE CORNER SCALE: As indicated DRAWN: HCL CHECKED: RLB TYPICAL WINDOW SEQUENCING DETAIL PRIMARY WRB INSTALLATION PROJECT NO: 2017016.00 1 1/2" = 1'-0" 2 1/4" = 1'-0" SHEET: A7.1 FIBER CEMENT PANEL SIDING EXISTING WALL PREFIN SHT. MTL NEW FIBER EXISTING WALL SAM ASSEMBLY COPING CAP WITH HEM CEMENT PANELS ASSEMBLY DRIP EDGE BOTH SIDES FLASHING SAM FIBER CEMENT LAP SIDING HIGH TEMPERATURE SAM FENCE BRACKET - 3" UNDER METAL CAPS, TYP. METAL CAP OVER WRB BOLT TO FACE OF LAP OVER WRB FIN WALL EXTEND BUILDING VERTICALLY UP SEALANT 1" CONTINUOUS CLEAT EXISTING WALL NEW FENCE MOUNTING BLOCK BATTENS WHERE NEW FIBER CEMENT OCCUR HIGH TEMPERATURE TRIM BOARD SEALANT 119 S Main St, Suite 200 EXISTING WALL SAM LAP SIDING OVER FRMAING EXISTINT WALL ASSEMBLY Seattle, WA 98104-2579 WRB VERTICAL BATTEN BRACKET WRB SAM WRB 206 322 3322

NEW FIBER CEMENT PANELS FLASHING EXISTING WALL ASSEMBLY FIBER CEMENT PANEL FIBER CEMENT PANEL SIDING SIDING

SEE DETAIL 12/A8.1 1" FOR CAP ISOMETRIC

CAP @ FIN WALL FIN WALL CAP TO SIDING SIDING/PANEL VERT TRIM MOUNTING BLOCK - TYP. FENCE CONNECTION @ SIDING 1 3" = 1'-0" 2 3" = 1'-0" 3 3" = 1'-0" 4 3" = 1'-0" 5 3" = 1'-0"

WRB SIDING TYP. PER ELEV.

NEW FIBER CEMENT SAM LAP SIDING STEP FLASHING METAL CAP OVER SEALANT NEW FIN EXISTING ROOF NEW 5/4 FIBER EXISTING WALL WRB 2" CEMENT TRIM BOARD 5/4 CEMENT FIBER ASSEMBLY GALVANIZED NAILS TRIM BOARDS, @ 8" O.C. WRB MITERED 2x2 CEDAR CORNER HIGH TEMPERATURE NEW PLYWOOD SHEATHING 1 1/2" TRIM BOARD SAM UNDER METAL PER STRUCTURAL EXIST 4x4 POST

CAPS, TYP. LAP 1/2" OVER WRB EXISTING FRAMING FENCE BRACKET - 6" T YP. BOLT TO COLUMN SEALANT TYP. FLASHING FENCE NEW FIBER CEMENT TRIM BOARD SAM - WRAP CORNER WRB NEW FIBER CEMENT EXISTING WALL PANEL ASSEMBLY NEW FIBER CEMENT LAP SIDING SEALANT BATTENS WHERE OCCUR

FIN WALL TO EXIST EXT. WALL FIN WALL CAP SIDING TO EXIST ROOF END OF FIN WALL - LAP SIDING COLUMN WRAPS & FENCE CONN. 6 3" = 1'-0" 7 3" = 1'-0" 8 3" = 1'-0" 9 3" = 1'-0" 10 3" = 1'-0"

SEALANT WRB SEALANT 5/4 CEMENT FIBER NEW 5/4 FIBER SAM TRIM BOARDS CEMENT TRIM BOARD NEW 5/4 FIBER SIDING TYP. PER ELEV. CEMENT TRIM BOARD FENCE BRACKET - BOLT WRB TO EXIST. 4x4 POST NEW PLYWOOD SHEATHING STEP FLASHING - TUCK WRB UNDER ROOFING NEW FENCE & POSTS PER STRUCTURAL PROVIDE END CAP NEW PLYWOOD SHEATHING

1/2" PER STRUCTURAL FOR END WALL EXISTING ROOFING FLASHINGS, TYP. 1/2" EXISTING FRAMING 2" EXISTING FRAMING NEW FIBER CEMENT PANEL

EXIST 4x4 POST

EXISTING STRUCTURAL CONNECTION 1/2" NEW FIBER CEMENT EXISTING CONCRETE EXISTING WALL LAP SIDING GREEN LEAF APARTMENTS EXTERIOR RENOVATION 16714 68TH AVE. NE, KENMORE, WA 98028 BATTEN ASSEMBLY DECK SEALANT SEALANT

11 END OF FIN WALL 12 FIN WALL CAP ISOMETRIC 13 ROOF TO WALL FLASHING 14 SHELTER OPENING JAMB WRAP 15 FENCE CONNECTION @ COLUMN 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" HEAD & SILL SIM. 3" = 1'-0" BID SET

PANEL SIDING AS OCCURS LAP SIDING AS OCCURS SAM SAM NEW TREX DECKING 3x3 CONT ANGLE 3x3 CONT ANGLE NEW TREX DECKING NEW TREX WRB WRB DECKING - SKIRT ISSUE DATE: JUNE 28, 2018 BOARD 1/2" NEW TREX DECKING - NEW TREX DECKING NEW TREX DECKING SKIRT BOARD EXISTING WALL REVISION DATE DESCRIPTION ADD 2x4 BLOCKING AS 1/2" ADD 2x4 BLOCKING AS ASSEMBLY 1/2" NECESSARY 1/2" NECESSARY CRAWLSPACE EXISTING WALL EXISTING WALL NEW FASCIA MOUNTED ACCESS DOOR - ASSEMBLY ASSEMBLY 5/4 TRIM BOARD AT GUARDRAIL DECK EDGE SEE SPEC EXISTING FRAMING EXISTING FRAMING THROUGH BOLT - COLOR WRB - WRAP CORNER EXISTING DECK TO MATCH RAIL FRAMING EXISTING DECK FRAMING SAM SEALANT PROVIDE MIN 1/2" 5/4 TRIM BOARD AT DRIP EDGE, TYP DECK EDGE LAP SIDNG CONTENTS: NEW FIBER CEMENT NEW FIBER CEMENT 1/2" PROVIDE MIN 1/2" LAP SIDING BELOW LAP SIDING BELOW DRIP EDGE, TYP DECKS DECKS EXTERIOR DETAILS 1/2"

SCALE: 3" = 1'-0" DRAWN: HCL CHECKED: RLB DECK FASCIA GUARD RAIL TO DECK FASCIA CRAWLSPACE ACCESS DETAIL PANEL SIDING AT DECK LAP SIDING AT DECK PROJECT NO: 2017016.00 16 3" = 1'-0" 17 3" = 1'-0" 18 3" = 1'-0" 19 3" = 1'-0" 20 3" = 1'-0" HEAD & SILL SIM. SHEET: A8.1 EXISTING WALL ASSEMBLY EXISTING WALL ASSEMBLY EXISTING WALL ASSEMBLY EXISTING WALL ASSEMBLY EXISTING WALL ASSEMBLY WRB WRB WRB WRB WRB NEW FIBER CEMENT NEW FIBER CEMENT PANEL NEW FIBER CEMENT LAP NEW FIBER CEMENT LAP PANEL SIDING NEW FIBER CEMENT LAP SIDING VAPOR PERMEABLE SAM SIDING VAPOR PERMEABLE VAPOR PERMEABLE SAM VAPOR PERMEABLE SAM VAPOR PERMEABLE SAM SAM 1/2" x 2 INTERIOR TRIM - 1/2" x 2 INTERIOR TRIM - PAINT PREPRIME FLASHING WITH PAINT PREPRIME FLASHING WITH INTERIOR BACKER ROD HEM EDGE PROVIDE 1/4" REVEAL & CAULK HEM EDGE PROVIDE 1/4" REVEAL & CAULK & SEALANT PREPRIME FLASHING WITH 5/4x3 1/2 FIBER CEMENT 5/4 x 3 1/2 FIBER CEMENT PREPRIME FLASHING WITH HEM PREPRIME FLASHING WITH 119 S Main St, Suite 200 HEM EDGE - PROVIDE END TRIM MITER CORNERS TRIM MITER CORNERS EDGE - PROVIDE END DAM HEM EDGE DAM. 5/4 x 3 1/2 FIBER CEMENT Seattle, WA 98104-2579 INTERIOR BACKER INTERIOR BACKER TRIM, MITER CORNERS 5/4 x 3 1/2 FIBER CEMENT ROD & SEALANT TRIM MITER CORNERS 206 322 3322 ROD & SEALANT PREHUNG DOOR FRAME NEW WINDOW PER NEW WINDOW PER 5/4 x 3 1/2 FIBER CEMENT SCHEDULE SCHEDULE PROVIDE 1/2" REVEAL & TRIM, MITER CORNERS CAULK CAULK 1x2 WOOD SCRIBE PROVIDE 1/2" REVEAL SLIDING DOOR PER 1x2 WOOD SCRIBE CUT LINER AS REQUIRED DOOR PER SCHEDULE & CAULK SCHEDULE CUT LINER AS REQUIRED PAINT TO MATCH PAINT TO MATCH PREHUNG DOOR FRAME REPAIR GWB - WRAP AT REPAIR GWB - WRAP AT HEAD AND JAMBS AS DOOR PER SCHEDULE REPAIR GWB - WRAP AT HEAD AND JAMBS AS REQUIRED/REPAINT. HEAD AND JAMBS AS REQUIRED/REPAINT. REQUIRED/REPAINT.

WINDOW HEAD @ LAP SIDING WINDOW HEAD @ PANEL DOOR HEAD @ LAP SIDING DOOR HEAD @ PANEL SLIDING DOOR HEAD, TYP. 1 3" = 1'-0" 2 3" = 1'-0" 3 3" = 1'-0" 4 3" = 1'-0" 5 3" = 1'-0"

REPAIR GWB - WRAP AT REPAIR GWB - WRAP AT HEAD AND JAMBS AS HEAD AND JAMBS AS REQUIRED, REPAINT REQUIRED, REPAINT 1x2 WOOD SCRIBE 1/2" x 2 INTERIOR TRIM - PAINT CUT LINER AS REQUIRED 1x2 WOOD SCRIBE 1/2 x 2 INTERIOR TRIM PAINT EXISTING WALL ASSEMBLY CUT LINER AS REQUIRED PAINT TO MATCH BACKER ROD & SEALANT PAINT TO MATCH EXISTING WALL ASSEMBLY DOOR PER SCHEDULE PROVIDE 1/4" REVEAL & CAULK REPAIR & WRAP GWB AS REQUIRED/REPAINT EXISTING WALL ASSEMBLY INTERIOR BACKER ROD NEW FIBER CEMENT DOOR PER SCHEDULE BACKER ROD & SEALANT & SEALANT LAP SIDING INTERIOR BACKER ROD EXISTING WALL ASSEMBLY SLIDING DOOR PER & SEALANT NEW WINDOW PER SCHEDULE PREHUNG DOOR FRAME SCHEDULE BACKER ROD & SEALANT NEW WINDOW PER SCHEDULE BACKER ROD & SEALANT EXISTING WALL ASSEMBLY VAPOR PERMEABLE SAM BACKER ROD & SEALANT SAM VAPOR PERMEABLE SAM PREHUNG DOOR FRAME WRB SAM VAPOR PERMEABLE SAM 5/4 x 3 1/2 CEMENT 5/4 x 3 1/2 CEMENT FIBER NEW FIBER CEMENT FIBER TRIM TO MATCH TRIM TO MATCH SIDING 5/4 x 3 1/2 CEMENT LAP SIDING SIDING FIBER TRIM TO MATCH PROVIDE 1/2" REVEAL SIDING NEW FIBER CEMENT & CAULK WRB PANEL SIDING SEALANT SEALANT WRB SEALANT SEALANT WRB WRB NEW FIBER 5/4 x 3 1/2 CEMENT NEW FIBER CEMENT 5/4 x 3 1/2 CEMENT CEMENT PANEL FIBER TRIM BOARD LAP SIDING FIBER TRIM BOARD

WINDOW JAMB @ LAP SIDING WINDOW JAMB @ PANEL DOOR JAMB @ LAP SIDING DOOR JAMB @ PANEL SLIDING DOOR JAMB, TYP. 6 3" = 1'-0" 7 3" = 1'-0" 8 3" = 1'-0" 9 3" = 1'-0" 10 3" = 1'-0"

PATCH & REPAIR EXISTING NEW VINYL SLIDING FLOORING AS NEEDED DOOR PER SCHEDULE WINDOW PER WINDOW PER SCHEDULE SAM SILL PAN UP SILL PAN SCHEDULE CUT LINER AS REQ. EACH SIDE 1x2 WOOD SCRIBE - 1x2 WOOD SCRIBE - NEW DOOR PER NEW SEALANT AT SILL PAINT TO MATCH SILL PAINT TO MATCH SILL SCHEDULE BACKING ANGLE BACKING ANGLE PROVIDE FILLER AS MANUF SILL SILL PAN WITH SAM SILL PAN WITH SAM NECESSARY EXISTING STAIR USE ADJUSTABLE SHIM SHIM TREX DECKING THRESHOLD WHERE ADA 4/4 TRIM PIECE TO 1/2" 1/2" BACKER ROD AND BACKER ROD AND IS NOT REQUIRED CONCEAL STAIR FRAMING EXT. SEALANT EXT. SEALANT NEW FASCIA MOUNTED MANUF. SHIM 5/4 X 3 1/2 CEMENT 5/4 X 3 1/2 CEMENT FIBER GUARDRAIL FIBER TRIM BOARD TRIM BOARD, PAINT TO SHIMS BELOW DOOR MATCH PANEL SET SILL IN SEALANT NOTCH TO RECIEVE LAP 5/4 TRIM BOARD AT SIDING, PAINT TO WRB STAIR EDGE MATCH PANEL MANUF. SILL PAN THROUGH BOLT - PAINT NEW 5/4" TRIM BOARD TO MATCH RAIL SEALANT NEW FIBER CEMENT EXISTING FLOOR EXISTING STAIR FRAMING WRB ASSEMBLY LAP SIDING NEW FIBER CEMENT PANEL SIDING EXISTING FLOOR PROVIDE MIN 1/2" WRB DRIP EDGE, TYP WRB ASSEMBLY GREEN LEAF APARTMENTS EXTERIOR RENOVATION 16714 68TH AVE. NE, KENMORE, WA 98028

EXISTING WALL 1/2" ASSEMBLY EXISTING WALL ASSEMBLY

WINDOW SILL @ LAP SIDING WINDOW SILL @ PANEL TYP. DOOR THRESHOLD SLIDING DOOR SILL GUARD RAIL TO STAIR 11 3" = 1'-0" 12 3" = 1'-0" 13 3" = 1'-0" 14 3" = 1'-0" 15 3" = 1'-0" BID SET

VENTED HARDIE NEW CEMENT FIBER NEW FIBER CEMENT SOFFIT, CONTINUOUS NEW CEMENT FIBER SHINGLE SIDING BATTEN BEYOND PANEL SIDING BLOCKING, AS REQ. LAP SIDING NEW FIBER CEMENT WRB WRB ISSUE DATE: WRB PANEL SIDING BATTEN BEYOND SEALANT JUNE 28, 2018 SAM WRB SAM EXISTING ENTRY BEAM REVISION DATE DESCRIPTION SAM SAM NEW FLASHING NEW FLASHING NEW FLASHING NEW FLASHING EXISTING GUTTER, FASCIA, SOFFIT 1/2" 1/2" 1/2" 1/2" 4/4 FIBER CEMENT 1 1/2" 1 1/2" 1 1/2" CORNER PIECE 1 1/2" EXISTING CONC. STEM EXISTING CONC. STEM NON-VENTED FIBER WALL WALL EXISTING CONCRETE CONC. PATIO PATIO 4" MIN. 4" GRADE MIN. 4" 5/4 FIBER

4" MIN. 4" GRADE

4" MIN. 4" CEMENT TRIM CONTENTS: SEALANT - ALL SIDES EXTERIOR DETAILS 5/4 CEMENT FIBER TRIM BOARDS EXISTING CONCRETE EXISTING CONCRETE STEM WALL STEM WALL SCALE: 3" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2017016.00 LAP SIDING @ GRADE PANEL @ GRADE SIDING @ CONCRETE PATIO PANELS @ CONCRETE PATIO ENTRY SOFFIT TO ENTRY BEAM 16 17 18 19 20 SHEET: 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" A8.2 LAP SIDING SAM WRB EXISTING WALL EXISTING WALL EXISTING WALL FLASHING ASSEMBLY ASSEMBLY ASSEMBLY LAP SIDNG 5/4 x 3 1/2" TRIM BOARD S.A.M. OVER EXHAUST HOOD SEALANT, TYP. SAM COUNTER-FLASHING, TYP. SAM SEAL PENETRATION ALL FIBER CEMENT PANEL AROUND DRYER VENTS SIDING 2x2 CEDAR TRIM BOARD SHEET METAL EXHAUST HOOD; SIZE TO ACCOMODATE SHIM FOR DRAINAGE "GANGED" DRYER VENTS 119 S Main St, Suite 200 5/4 x 3 1/2" TRIM 2x2 CEDAR 2x2 CEDAR SEALANT Seattle, WA 98104-2579 CORNER TRIM CORNER TRIM FIBER CEMENT BOARD LAP SIDING EXIST. WALL ASSEMBLY SHEET METAL OVER 206 322 3322 SAM SAM 2:12 SLOPE FIBER CEMENT SEALANT TYP. SAM FIBER CEMENT LAP SIDING FLASHING PANELS BATTEN 1" SEALANT WRB WRB CEMENT FIBER PANEL SIDING BACKER ROD & SEALANT, WRB TYP. SEE 9/A8.3 FOR ISOMETRIC EXISTING WALL ASSEMBLY EXISTING METER LAP SIDING @ INSIDE CORNER PANEL @ INSIDE CORNER SIDING/PANEL @ INSIDE CORNER SHEET METAL COVER OVER VENTS 1 3" = 1'-0" 2 3" = 1'-0" 3 3" = 1'-0" 4 3" = 1'-0"

FIBER CEMENT LAP SIDING 2X BLOCKING, NOTCH AROUND CONDUIT 3 1/2" WRB BEHIND SAM 1" x 3 1/2" FIBER 3 1/2" 1" x 3 1/2" FIBER OVER FLANGES CEMENT CORNER TRIM BOARD BEYOND CEMENT CORNER TO WRB TRIM, TYP. TRIM, TYP. SHEET METAL COWL WRB 4 3 1/2" " REMOVABLE FIBER

3 1/2" T DRYER VENTS Y CEMENT BOARD SAM - WRAP CORNER P . PANEL SHROUD EXISTING CONDUITS EXISTING WALL SEALANT - TYP. SAM - WRAP CORNER ASSEMBLY FIBER CEMENT LAP 6" TYP. SAM & FLASHING SIDING SEALANT - TYP.

EXISTING WALL 2X BLOCKING, NOTCH ASSEMBLY WRB NEW FIBER CEMENT AROUND CONDUIT BATTEN FIBER CEMENT 6 WRB " T PANELS Y P .

EXISTING WALL NEW FIBER CEMENT MAKE REMOVABLE ASSEMBLY PANEL SIDING FOR CLEANING 4" MIN. 4"

LAP SIDING @ OUTSIDE CORNER PANEL @ OUTSIDE CORNER HORIZONTAL BATTEN @ PANEL SHEET METAL VENT COVER ISO ELEC. METER HEAD 6 3" = 1'-0" 7 3" = 1'-0" 8 3" = 1'-0" 9 3" = 1'-0" 10 3" = 1'-0"

SAM LAP SIDING

FLASHING

EXISTING METER 5/4 x 3 1/2" TRIM BOARD EXISTING WALL BACKER ROD & ASSEMBLY SEALANT EXISTING WALL ASSEMBLY FIRE EXTINGUISHER WRB CABINET, MOUNTED PER MFR INSTRUCTIONS NEW FIBER CEMENT EXISTING SOFFIT EXISTING SOFFIT PANEL BOARD SEALANT SEALANT PANEL JOINT AS OCCURS 5/4 x 3 1/2" TRIM 5/4 x 3 1/2" TRIM BOARD BOARD VERTICAL BATTEN BACKER ROD & WRB LAP SIDING BATTEN BEYOND SEALANT LAP SIDNG WRB GREEN LEAF APARTMENTS EXTERIOR RENOVATION 16714 68TH AVE. NE, KENMORE, WA 98028 EXIST. WALL ASSEMBLY EXISTING WALL NEW FIBER CEMENT SAM ASSEMBLY PANEL SIDING 5/4 x 3 1/2" TRIM BOARD SEALANT, TYP. WRB SEALANT 5/4 x 3 1/2" TRIM BOARD FLASHING EXISTING WALL BACKER ROD & ASSEMBLY SEALANT, TYP.

11 LAP SIDING @ SOFFIT 12 PANEL @ SOFFIT 13 VERTICAL BATTEN @ PANEL 14 FIRE EXTINGUISHER CABINET 15 ELEC. METER JAMB 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" BID SET

SAM REMOVABLE FIBER SAM WRB CEMENT BOARD STARTER STRIP, STARTER STRIP, EXISTING WHERE REQ. NEW FIBER CEMENT WHERE REQ. CONDUITS PANEL SIDING FLASHING ISSUE DATE: JUNE 28, 2018 FLASHING EXISTING WALL EXISTING WALL ASSEMBLY ASSEMBLY REVISION DATE DESCRIPTION EXISTING WALL 2X BLOCKING, DEPTH EXISTING WALL ASSEMBLY SAM & FLASHING AS REQ'D FOR (E) EXISTING WALL ASSEMBLY CONDUITS ASSEMBLY NEW HOSE BIBS NEW LIGHT FIXTURE WRB NEW 5/4" x 7 1/4" FIBER CEMENT TRIM BOARD - VERIFY TO MATCH SAM SAM SAM ADJACENT RAKE

WRB WRB WRB CONTENTS: SEALANT PRE-FINISHED METAL LAP SIDNG SEALANT DOWNSPOUT AND NEW FIBER CEMENT FLASHING HANGER LAP SIDING SAM EXTERIOR DETAILS FLASHING SEALANT, TYP. LAP SIDING LAP SIDING 5/4 x 3 1/2" TRIM BOARD

SCALE: 3" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2017016.00 UNIVERSAL MOUNT - HOSE BIB UNIVERSAL MOUNT - LIGHT DOWNSPOUT MOUNTING SIDING TO PANEL HORIZ TRIM ELEC. METER JAMB @ CONDUITS 16 3" = 1'-0" 17 3" = 1'-0" 18 3" = 1'-0" 19 3" = 1'-0" 20 3" = 1'-0" SHEET: A8.3 GENERAL NOTES ABBREVIATION LIST THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. ANY DISCREPANCIES FRAMING CONNECTORS : SHALL CONFORM TO CURRENT EVALUATION REPORT AND BE MANUFACTURED BY FOUND AMONG THE DRAWINGS, THE SPECIFICATIONS, THESE GENERAL NOTES AND THE SITE CONDITIONS SIMPSON STRONG-TIE COMPANY, SAN LEANDRO, CA., OR PRE-APPROVED EQUAL. PROVIDE MAXIMUM SIZE AND @ AT HGR HANGER SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK QUANTITY OF NAILS OR BOLTS PER MANUFACTURER, EXCEPT AS NOTED OTHERWISE. PROVIDE LEAD HOLES AS DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE REQUIRED TO PREVENT SPLITTING OF WOOD MEMBERS. REFER TO PRESERVATIVE TREATED WOOD A.B. ANCHOR BOLT HORIZ. HORIZONTAL GENERAL CONTRACTOR'S RISK. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE STRUCTURE HAS BEEN FASTENERS. ADD'L ADDITIONAL HSS HOLLOW STRUCTURAL SECTION DESIGNED TO RESIST CODE SPECIFIED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE LAG SCREWS : SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1. LAG SCREWS SHALL BE OF A DIAMETER A.F.F. ABOVE FINISH FLOOR HT HEIGHT SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO INDICATED ON DRAWINGS WITH A MINIMUM OF 8x DIA. EMBEDMENT IN SUPPORTING MEMBER UNLESS NOTED ALT. ALTERNATE INT. INTERIOR JOB SITE SAFETY; ERECTION MEANS, METHODS, AND SEQUENCES; TEMPORARY SHORING, FORMWORK, OTHERWISE. CLEARANCE HOLE FOR THE SHANK SHALL BE THE SAME DIAMETER AS THE SHANK AND THE SAME BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE RESISTANCE TO LOADS DEPTH OF PENETRATION AS THE UNTHREADED PORTION OF THE SHANK. THE LEAD HOLE FOR THE THREADED ARCH. ARCHITECTURAL JST JOIST 119 S Main St, Suite 200 ON THE STRUCTURES DURING CONSTRUCTION PER SEI/ASCE STANDARD NO. 37-14 "DESIGN LOADS ON PORTION SHALL HAVE A DIAMETER EQUAL TO 60 TO 75 PERCENT OF THE SHANK DIAMETER AND A LENGTH EQUAL Seattle, WA 98104-2579 BLD'G BUILDING JT JOINT STRUCTURES DURING CONSTRUCTION." TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE THREADED PORTION OF THE SCREW SHALL BE 206 322 3322 INSERTED IN ITS LEAD HOLE BY TURNING WITH A WRENCH. SOAP OR OTHER LUBRICANT SHALL BE USED ON THE BLK'G BLOCKING L ANGLE CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH DESIGN SCREWS OR IN THE LEAD HOLE TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE SCREW. LAG SCREWS ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S CONSTRUCTION SHALL NOT BE DRIVEN WITH A HAMMER. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE BM BEAM L.L. LIVE LOAD ALL O PROCEDURES. GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. H E S F WASH H B.O.F. BOTTOM OF FOOTING LONG LEG HORIZONTAL R O IN M LLH A E G T T C O M A STANDARDS K MISCELLANEOUS : T N S ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE BOT. BOTTOM LLV LONG LEG VERTICAL . E

S R T R P (IBC) AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION. R E R PRE-APPROVED SUBSTITUTIONS : SUBSTITUTIONS MAY BE ALLOWED ONLY IF THEY MEET THE REQUIREMENTS U E R BRG BEARING LOC. LOCATION O C 24114 N E T I E F U G OF THESE GENERAL NOTES AND THE SPECIFICATIONS, AND IF COMPLETE WRITTEN ENGINEERING DATA FOR E R N N S AL E I CONTRACT DRAWINGS / DIMENSIONS S I NG EACH CONDITION REQUIRED FOR THIS PROJECT IS PROVIDED TO THE STRUCTURAL ENGINEER TWO WEEKS BTWN BETWEEN LSL LAMINATED STRAND LUMBER ONA L E PRIOR TO BID DATE AND APPROVED IN WRITTEN ADDENDA BY THE ARCHITECT. DATA IS TO INDICATE CODE ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. CONSULTANT DRAWINGS BY OTHER BASIS BY YEAR, AUTHORITY FOR STRESSES AND STRESS INCREASES, IF ANY, AND AMOUNT OF EXPECTED B.U. BUILT UP LVL LAMINATED VENEER LUMBER DISCIPLINES ARE SUPPLEMENTARY TO ARCHITECTURAL DRAWINGS. REPORT DIMENSIONAL OMISSIONS OR DEFLECTION FOR FLEXURAL MEMBERS UNDER (1) TOTAL LOAD AND (2) LIVE LOAD ONLY. ALL INCREASED COSTS DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND STRUCTURAL, MECHANICAL, ELECTRICAL OR CIVIL (C= ) CAMBER MAX. MAXIMUM IN MECHANICAL, SPRINKLER, ELECTRICAL OR GENERAL INSTALLATION AND ANY ARCHITECTURAL OR DRAWINGS TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. STRUCTURAL REDESIGN RESULTING FROM SUBSTITUTION SHALL BE BORNE BY THE GENERAL CONTRACTOR. CANT. CANTILEVER M.B. MACHINE BOLT STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. PRIMARY SHOP DRAWINGS/SUBMITTALS C.F.S. COLD-FORMED STEEL MECH. MECHANICAL STRUCTURAL ELEMENTS ARE DIMENSIONED ON STRUCTURAL PLANS AND DETAILS AND OVERALL LAYOUT OF STRUCTURAL PORTION OF WORK. SOME SECONDARY ELEMENTS ARE NOT DIMENSIONED, SUCH AS WALL THE FOLLOWING SHOP DRAWINGS/SUBMITTALS SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY THE C.J. CONTROL/CONSTRUCTION JOINT MEZZ. MEZZANINE CONFIGURATIONS, INCLUDING EXACT DOOR AND WINDOW LOCATIONS, ALCOVES, SLAB SLOPES AND STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY. DEPRESSIONS, CURBS, ETC. VERTICAL DIMENSIONAL CONTROL IS DEFINED BY ARCHITECTURAL WALL SECTIONS CENTERLINE MFR MANUFACTURER AND BUILDING SECTIONS. STRUCTURAL DETAILS SHOW DIMENSIONAL RELATIONSHIPS TO CONTROL DIMENSIONS STRUCTURAL ENGR. BLDG. DEPT. DEFINED BY ARCHITECTURAL DRAWINGS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL 1. CONTRACTOR'S STATEMENT OF RESPONSIBILITY XX CLR. CLEARANCE MIN. MINIMUM BOTH ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN ARCHITECTURAL AND STRUCTURAL CMU CONCRETE MASONRY UNIT MISC. MISCELLANEOUS DRAWINGS. COL. COLUMN MTL METAL DESIGN CRITERIA CONC. CONCRETE N.F. NEAR FACE VERTICAL LOADS CONN. CONNECTION N.S. NEAR SIDE CONST. CONSTRUCTION NTS NOT TO SCALE DESIGN DEAD PARTITION CONCENTRATED AREA LIVE LOAD LOAD LOAD LOADS CONT. CONTINUOUS O.C. ON CENTER DECK 15 PSF 60 PSF 300# CONTR. CONTRACTOR OPN'G OPENING ROOF 20 PSF 25 PSF 300# COORD. COORDINATE OPP. OPPOSITE STAIRS 20 PSF 100 PSF 300# C.P. COMPLETE PENETRATION P.A.F. POWDER ACTUATED FASTENER CARPENTRY : CTR'D CENTERED PERP. PERPENDICULAR C.Y. CUBIC YARD PLATE NAILS : CONNECTION DESIGNS ARE BASED ON "COMMON WIRE" NAILS WITH THE FOLLOWING PROPERTIES: DBL. DOUBLE P.P. PARTIAL PENETRATION PENNYWEIGHT DIAMETER (INCHES) LENGTH (INCHES) TRACKER** EMBOSSED HEAD / COLOR D.F. DOUGLAS FIR P.P.T. PRESERVATIVE PRESSURE TREATED 8d 0.131 2-1/2 3 / BLUE DIA. OR DIAMETER P.S.F. POUNDS PER SQUARE FOOT 10d 0.148 3 4 / WHITE 16d 0.162 3-1/2 6 / ORANGE DIAG. DIAGONAL PSL PARALLAM DIM. DIMENSION P.T. POST TENSION FRAMING LUMBER : STANDARDS. EACH PIECE SHALL BEAR THE GRADE TRADEMARK OF THE WEST COAST D.L. DEAD LOAD PW. PLYWOOD LUMBER INSPECTION BUREAU (WCLIB), WESTERN WOOD PRODUCTS ASSOCIATION (WWPA), OR OTHER AGENCY ACCREDITED BY THE AMERICAN LUMBER STANDARD COMMITTEE (ALSC) TO GRADE UNDER ALSC CERTIFIED DWG DRAWING REINF. REINFORCING GRADING RULES. DWL DOWEL REQ'D REQUIRED SPECIES AND GRADE (BASE DESIGN VALUE) (E) EXISTING SCHED. SCHEDULE 1. 6x BEAMS AND HEADERS. "DOUG FIR-LARCH" NO. 1 (Fb=1350 PSI, Fv=170 PSI) 2. 2x TO 4x JOISTS, PURLINS AND HEADERS. "DOUG FIR-LARCH" NO. 1 (Fb=1000 PSI, Fv=180 PSI) OR "HEM-FIR" EA. EACH S.C.L.SHT'G STRUCTURAL COMPOSITE LUMBER NO. 1 (Fb=975 PSI, Fv=150 PSI) E.F. EACH FACE SHEATHING 3. 6x POSTS AND COLUMNS. "DOUG FIR-LARCH" NO. 1 (Fc=1000 PSI) SHT'G 4. EXTERIOR STUDS AND 4x COLUMNS. "DOUG FIR-LARCH" NO. 2 (Fb= 900 PSI, Fc=1350 PSI) OR "HEM-FIR" NO. 1 EL. ELEVATION SIM. SIMILAR (Fb=975 PSI, Fc=1350 PSI). 5. THE MINIMUM GRADE OF ALL OTHER STRUCTURAL FRAMING. "DOUG FIR-LARCH" NO. 1 (Fb= 1000 PSI, ELEV. ELEVATOR S.O.G. SLAB ON GRADE Fc=1350 PSI), OR "HEM-FIR" NO. 1 (Fb=975 PSI, Fc=1350 PSI). 6. UTILITY & STANDARD GRADES NOT PERMITTED. ENGR. ENGINEER SQ. SQUARE EQ. EQUAL STD STANDARD MEMBERS HAVE BEEN DESIGNED TO SERVICEABILITY AND OTHER PERFORMANCE BASED REQUIREMENTS, WHICH MAY EXCEED MINIMUM DESIGN LOADS AND CODE REQUIREMENTS. SUBSTITUTIONS MUST MEET OR E.W. EACH WAY STIFF. STIFFENER EXCEED MOMENT, SHEAR, AND STIFFNESS OF THOSE MEMBERS SPECIFIED AT THE SAME DEPTH AND SPACING. EXP. EXPANSION STL STEEL PRESERVATIVE TREATED WOOD REQUIREMENTS : EXT. EXTERIOR STRUCT. STRUCTURAL TREATMENTS OTHER THAN THOSE LISTED BELOW ARE NOT PERMITTED. 16714 68TH AVE. 68TH NE, 16714 KENMORE, WA 98028 FDN FOUNDATION T&B TOP & BOTTOM APARTMENTS LEAF GREEN PRESERVATIVE CONNECTORS & APPLICATION SPECIFIED MATERIAL F.F. FAR FACE T&G TONGUE AND GROOVE TREATMENT (1) FASTENERS (2)(3) FOUNDATION SILL PLATES, 2x, 4x, 6x (FIR), OR SBX GALV (G60) FLR FLOOR THR'D THREADED TOP PLATES & LEDGERS ON GLULAM (SP) F.O.M. FACE OF MASONRY T.O.F. TOP OF FOOTING CONCRETE OR MASONRY DRY ACQ, CBA, CA GALV (G185) WALLS (4) F.O.S. FACE OF STUD T.O.S. TOP OF STEEL FRAMING, DECKING, 2x, & 4x (FIR) ACQ, CBA, CA GALV (G185) FRM'G FRAMING TRT'D TREATED POSTS & LEDGERS 2x, & 4x (CEDAR) NONE GALV (G90)

EXPOSURE F.R.T. FIRE RETARDANT TREATED TYP. TYPICAL

WET BEAMS & COLUMNS 6x (FIR), OR GLULAM (SP) ACQ, CBA, CA GALV (G185) F.S. FAR SIDE U.N.O. UNLESS NOTED OTHERWISE 6x OR GLULAM (CEDAR) NONE GALV (G90) PERMIT/BID FTG FOOTING U.T. ULTRASONIC TESTED 1. CCA: CHROMATED COPPER ARSENATE NOT PERMITTED FIR: DOUG-FIR OR HEM-FIR GA. GAGE/GAUGE VERT. VERTICAL SBX: DOT SODIUM BORATE SP: SOUTHERN PINE ACQ: ALKALINE COPPER QUAT GALV. GALVANIZED W/ WITH CBA & CA: COPPER AZOLE GL. GLULAM W.P. WORK POINT 2. CONNECTORS: JOIST HANGERS, STRAPS, FRAMING CONNECTORS, COLUMN CAPS AND BASES, ETC. GR. GRADE WT WEIGHT FASTENERS: MACHINE BOLTS, ANCHOR BOLTS AND LAG SCREWS WITH ASSOCIATED PLATE WASHERS AND NUTS. NAILS, SPIKES, WOOD SCREWS, ETC. GWB GYPSUM WALL BOARD W.W.R. WELDED WIRE REINFORCING ISSUE DATE: MAY 15, 2018

3. G60, G90 & G185 PER ASTM A653 FOR COLD-FORMED STEEL CONNECTORS. BATCH/POST HOT-DIP HDR HEADER REVISION DATE DESCRIPTION GALVANIZED PER ASTM A123 FOR CONNECTORS AND ASTM A153 STRUCTURAL STEEL CONNECTORS. HOT- ) v2018_SSweney.rvt ) DIP GALVANIZED PER ASTM A153 FOR FASTENERS OR MECHANICALLY GALVANIZED FASTENERS PER ASTM B695, CLASS 55 OR GREATER.

4. AT CONTRACTORS OPTION, LEDGERS AND TOP PLATES A MINIMUM OF 8 FEET ABOVE GRADE ON CONCRETE OR MASONRY WALLS MAY BE UN-TREATED IF COMPLETELY SEPARATED FROM THE WALL BY A SELF STRUCTURAL DRAWING INDEX ADHERING ICE & WATER SHIELD BARRIER (40 MIL MINIMUM). SHEET NUMBER SHEET DESCRIPTION S1.00 GENERAL NOTES GENERAL REQUIREMENTS : PROVIDE MINIMUM NAILING PER IBC TABLE 2304.10.1 OR MORE, AS OTHERWISE CONTENTS: SHOWN. STAGGER ALL NAILING TO PREVENT SPLITTING OF WOOD MEMBERS. ALL WOOD IN CONTACT WITH S1.01 PLANS AND DETAILS CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. HOLES AND CUTS IN 3x OR 4x PLATES SHOULD BE Grand total: 2 GENERAL NOTES TREATED WITH A 9% SOLUTION OF COPPER NAPHTHENATE. BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. PROVIDE CUT WASHERS WHERE BOLT HEADS, NUTS AND LAG SCREW HEADS BEAR ON WOOD. PROVIDE A MINIMUM 3"x3"x0.229" PLATE WASHER ON ALL ANCHOR BOLTS WHICH CONNECT MUD SILLS TO FOUNDATION. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWED BY IBC SECTIONS 2308.4.2.4, 2308.5.9, 2308.5.10 AND 2308.7.4 OR AS RESTRICTED SCALE: 12" = 1'-0" BY PLANS OR DETAILS, OR AS APPROVED PRIOR TO INSTALLATION. REFER TO PRESERVATIVE TREATED WOOD DRAWN: DEH C:\_Revit Models\18173 KCHA Greenleaf Eval (Central Eval Greenleaf KCHA Models\18173 C:\_Revit REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND CHECKED: ESO FASTENERS. PROJECT NO: 2017016.00 SHEET:S1.00 5/11/2018 1:00:49 PM 1:00:49 5/11/2018 16'-3" 16'-3" 15'-9"

(E) POST BASE TO REMAIN - REPLACE (E) FASTENERS PLAN NOTE : W/ GALV. LIKE KIND 1. AT DETERIORATED JOIST AT CLUBHOUSE COMMUNITY DECK, POST POST POST PREVIOUS ORIGINAL ECCQ44SDS2.5 TYP. AT PROVIDE SISTERED PPT 2x JOIST. MATCH EXISTING JOIST NEW BM AND/OR NEW POST DEPTH AND NAIL WITH 2 ROWS 16d NAILS @ 12" O.C. - ADDITION STAGGERED. AT ENDS, NOTCH EXISTING BLOCKING FOR FULL (E) STAIR FRM'G 2 BEARING OVER BEAM. PROVIDE (3) 16d NAILS FROM JOIST TO 4'-0" POST POST TO REMAIN - TYP. BM POST S1.01 (E)DBL. JST (E) BEAM. (E) DBL. 2x (E)DBL. JST (E) DBL. 2x (E) 2x STUD WALL 3 5 2. AT DETERIORATED 2x BRACE AT COMMUNITY DECKS, REPLACE COMPOSITE DECKING 119 S Main St, Suite 200 ST S1.01 W/ LIKE KIND PPT AND PROVIDE LIKE KIND FASTENERS. Seattle, WA 98104-2579 PO S1.01 PER OWNER (E) SHT'G 206 322 3322 BM FASTEN PER MFR BM 7 POST

5'-0" 3. BM - DENOTES DIMENSIONAL LUMBER PPT BEAM TO MATCH (E) 7 S1.01 POST (E) DBL. 2x S1.01 7 BM FRAMING. REPLACE WHERE DETERIORATED. S1.01 LL 3 HA O S E 4. POST - DENOTES DIMENSIONAL LUMBER PPT POST TO MATCH (E) F WASH H 4 S1.01 R O IN M A E G T T C O S1.01 FRAMING. REPLACE WHERE DETERIORATED. M A K T N

S . E BM

. . S . R L L 7 T INDICATES L R (E) B.U. (E) B.U. (E) B.U. P O O 5. PROVIDE ALL NEW FASTENERS, HANGERS, AND POST CAPS AT R E O (E) 2x6 DECKING R R C C 7 U E (E) 2x10 @ 12" O.C. C S1.01 O C 24114 N E NEW TO EXISTING MEMBER CONNECTIONS AND EXISTING TO NEW F T I E S1.01 (E) JST E UR NG N S AL E I - 4 OR 5 S G BM MEMBER CONNECTIONS. - NEW JST I O EN - VARIES NA L WHERE OCCURS (E) 2x4 (E) JST INDICATES (E) HGR - NEW JST . . 6. TYPICAL DECK CONDITION SHOWN OCCURS AT MULTIPLE (E) B.U.L (E) B.U.L O - TYP. O LOCATIONS - FOR LOCATIONS, SEE ARCH. WHERE OCCUR C C

7. ASSUME THE FOLLOWING EXISTING MEMBERS TO BE REPLACED: (E) DBL. 2x10 - (12) BEAMS - (12) JOISTS 2 DETAIL - ( 6) DECK POSTS S1.01 1" = 1'-0" - ( 6) PORCH POSTS GENERAL CONTRACTOR FIELD VERIFY.

8. GENERAL CONTRACTOR SHALL IDENTIFY EXISTING MEMBERS TO BE REPLACED. PROVIDE UNIT COSTS - SEE SPECIFICATIONS.

9. EXISTING DECKING TO BE REPLACED PER ARCHITECTURAL DRAWINGS.

10. AT NEW FENCE ATTACHMENT TO EXISTING BUILDING REMOVE AND REPLACE WITH LIKE KIND EXISTING FINISHES AND WALL SHEATHING AS REQUIRED TO INSTALL SNUG FIT 2x6 BLOCKING WHERE REQUIRED TO SUPPORT FENCE BRACKET. BLOCKING SHALL BE INSTALLED SNUG WITH (4) 16d FACE NAIL EACH END - WIDE FACE OF BLOCKING FLAT WITH OUTSIDE FACE OF BUILDING STUD. FENCE BRACKET SHALL BE SUPPORTED BY EXISTING STUD PACK OR BLOCKING AS NOTED. GENERAL CONTRACTOR FIELD VERIFY. FOR FENCE LOCATIONS - SEE ARCHITECT.

(E) 2x STUD WALL

(E) SHT'G (E) 2x6 DECKING DECKING AT STORAGE

P.P.T. BLK'G W/ (3) 16d 16d TOE NAILS TOE NAILS (3) SIDES (3) SIDES TO BM

6 S1.01 ST (E) JST - SISTER (E) JST - SISTER PO BM JST WHERE OCCURS JST WHERE OCCURS - HIGH

P.P.T. BM 1 PARTIAL PLAN 3 SECTION S1.01 1/4" = 1'-0" S1.01 1" = 1'-0" NORTH 16714 68TH AVE. 68TH NE, 16714 KENMORE, WA 98028 GREEN LEAF APARTMENTS LEAF GREEN

(E) BM

PERMIT/BID ECCQ44SDS2.5 POST CAP NOTE : REMOVE 4'-0" SECTION OF (E) EXT. WALL W/ FINISHES SIDING AS REQUIRED INVERTED LUS28 - REPLACE WITH LIKE KIND P.P.T. 2x LEDGER - MATCH - INVERTED LUS28-2 SIZE OF (E) LEDGER P.P.T. 2x LEDGER - AT (E) DBL. ISSUE DATE: MAY 15, 2018 LUS28 MATCH SIZE OF (E) - LUS28-2 AT SISTER JST A34 @ 12" O.C. LEDGER W/ (3) 16d P.P.T. BM REVISION DATE DESCRIPTION FACE NAIL TO EA. JST P.P.T. POST

) v2018_SSweney.rvt ) (3) 16d TOE NAIL EA. DECKING DECKING JST/ (E) JST TO BM FACE NAIL FULL HT STUDS (E) POST BASE TO BM - (6) 16d EA. SIDE TO REMAIN A34 @ 12" O.C. (E) PW. FILLER - REPLACE (E) FASTENERS W/ GALV. CONTENTS: (E) JST - SISTER JST WHERE OCCURS LIKE KIND (E) FULL HT STUD (E) JST - SISTER (E) P.U. COL. PLANS AND JST WHERE OCCURS LUS28 AT (E) 2x10 JST (E) CONC. PLINTH DETAILS LUS28-2 AT (E) DBL. JST (E) PARTIAL HT STUD P.P.T. BM P.P.T. BM SCALE: As indicated DRAWN: DEH

C:\_Revit Models\18173 KCHA Greenleaf Eval (Central Eval Greenleaf KCHA Models\18173 C:\_Revit CHECKED: ESO PROJECT NO: 2017016.00 4 SECTION 5 SECTION 6 SECTION 7 SECTION S1.01 1" = 1'-0" S1.01 1" = 1'-0" S1.01 1" = 1'-0" S1.01 1" = 1'-0" SHEET:S1.01 5/11/2018 12:58:16 PM 12:58:16 5/11/2018