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HomeMy WebLinkAboutPermit File BLD-2019-0511 1715 O Avenue PROJECT INFORMATION SHEET INDEX ABBREVIATIONS ID Name SYMBOLS JOHNSON OAKLIEF ARCHITECTURE & PLANNING uc & AND F.A. FIRE ALARM PEEP PEEP HOLE GENERAL STRUCTURAL L ANGLE F.B. FLAT BAR P.H. PANIC HARDWARE A0.0 COVERSHEET S1.0 GENERAL STRUCTURAL NOTES @ q AT F.D. FLOOR DRAIN PL. PLATE 2124 THIRD AVENUE, SUITE 200 CENTERLINE FDN. FOUNDATION P.LAM. PLASTIC LAMINATE SEATTLE,WA98121 206-448-7580 A0.1 PROJECT INFORMATION S1.1 GENERAL STRUCTURAL NOTES I DIAMETER, ROUND F.E. FIRE EXTINGUISHER PLAS. PLASTER PERPENDICULAR F.H. FIRE HYDRANT PLYWD. PLYWOOD A0.2 LAND USE S1.2 GENERAL STRUCTURAL NOTES AND A... FIN. FINISH PR. PAIR ACOUS. ACOUSTICAL FL. FLOOR PT. POINT, PAINT ,� -EGISTERED A0.3 BUILDING CODE NOTES S2.0 FOUNDATION/ BASEMENT FLOOR PLAN A.C.T. ACOUTICAL TILE FLASH. FLASHING P.T.D. PAPER TOWEL DISPENSER �1$ CHrTEtT r PROJECT NAME: Fidalgo Flats A.D. AREA DRAIN F.O.C. FACE OF CONCRETE P.S. PROJECTION SCREEN A0.4 ENERGY CODE COMPLIANCE S2.1 FOUNDATION & FIRST FLOOR FRAMING... ADJ. ADJUSTABLE F.O.F. FACE OF FINISH PROJECT ADDRESS: 1014-1020 18th St.Anacortes, WA AGG. AGGREGATE F.O.S. FACE OF STUD Q.T. QUARRY TILE *! P J CIVIL S2.2 2ND FLOOR FRAMING PLAN ALUM. ALUMINUM F.O.I.C. FURNISHED BY OWNER, STATE • ASHINGTON LEGAL DESCRIPTION: LOTS 11,12,13,14 AND 15 OF BLOCK 46 AS RECORDED IN C1 COVER SHEET, VICINITY PLAN & CONS... S2.3 THIRD FLOOR FRAMING PLAN APPR. APPROXIMATELY INSTALLED BY CONTRACTOR R. RANGE, RISER 1 -_ VOLUME 2 OF PLATS PAGE 4, RECORDS OF SKAGIT COUNTY ARCH. ARCHITECTURAL F.O.I.O. FURNISHED BY OWNER, RAD. RADIUS C2 EXISTING SITE PLAN INSTALLED BY OWNER R.D. ROOF DRAIN S2.4 FOURTH FLOOR FRAMING PLAN BD. BOARD F.O.I.V. FURNISHED BY OWNER, REF. REFERENCE P55161 ASSESSOR PARCEL NUMBERS: P55160C3 EROSION CONTROL PLAN S2.5 FIFTH FLOOR FRAMING PLAN BLDG. BUILDING INSTALLED BY VENDOR REFR. REFRIGERATOR Madrona Real Estate C4 SITE IMPROVEMENTS PLAN BLK. BLOCK FT. FOOT OR FEET REG. REGISTER Investments VI I I LLC PROJECT DESCRIPTION: PROJECT DESCRIPTION S2.6 ROOF DECK FRAMING PLAN BLKG. BLOCKING FTG. FOOTING REIN. REINFORCE(D) DEMOLISH TWO EXISTING SINGLE FAMILY STRUCTURES AND BM. BEAM FURR. FURRING R.U. ROLL UP CONSTRUCTA NEW 21,700SF, 5 STORY RESIDENTIAL C5 SITE SECTIONS S2.7 PENTHOUSE ROOF FRAMING PLAN BOT. BOTTOM 1320 E PIKE ST. BUILDING. THE PROPOSED 25 APARTMENT UNIT PROJECT C6 DETAILS BRG. BEARING GA. GAUGE S. SOUTH SEATTLE WA 98122 INCLUDES A PARTIA L BASEMENT AND IS TO BE BUILT OF S3.0 DETAILS GALV. GALVANIZED S.C. SOLID CORE TYPE VA CONSTRUCTION. LANDSCAPE CAB. CABINET G.B. GRAB BAR SCHED. SCHEDULE L-1 LANDSCAPE PLAN STREET LEVEL S3.1 DETAILS C.B. CORK BOARD G.L. GLASS SECT. SECTION DEVELOPER: MADRONA REAL ESTATE CEM. CEMENT GYP. GYPSUM S.F. SQUARE FOOT/FEET 1320 E PIKE STR. SEATTLE WA 98122 L-2 LANDSCAPE PLAN ROOF S3.2 DETAILS CER. CERAMIC G.W.B. GYPSUM WALLBOARD SK. SINK CONTACT: C.I. CAST IRON SH. SHELF JAMES SULLIVAN I-1 IRRIGATION PLAN S4.0 DETAILS CL. CLOSER H.B. HOSE BIBB SHT. SHEET (206) 623-7662 S4.1 DETAILS CLG. CEILING H.C. HOLLOW CORE SIM. SIMILAR 1-2 IRRIGATION PLAN CLR. CLEAR HDWD. HARDWOOD SPEC. SPECIFICATION GENERAL CONTRACTOR: BYK CONSTRUCTION INC. ARCHITECTURAL S4.2 DETAILS COL COLUMN HDWE. HARDWARE SQ. SQUARE 702 METCALF ST. SUITE A, SEDRO-WOOLLEY, WA 98284 CONC. CONCRETE H.M. HOLLOW METAL SST. STAINLESS STEEL CONTACT: A1 .0 DEMO SITE PLAN S4.3 DETAILS CONN. CONNECTION H.O. HOLD OPEN S.S. SERVICE SINK TIM WOODMANSEE, PRINCIPLE CONST. CONSTRUCTION HORIZ. HORIZONTAL STA. STATION (360) 75-3101 A2.0 SITE PLAN S4.4 DETAILS CONT. CONTINUOUS HR. HOUR STD. STANDARD ARCHITECT: JOHNSON OAKLIEF ARCHITECTURE & PLANNING A2.1 BASEMENT S4.5 DETAILS CORR. CORRIDOR HT. HEIGHT STL. STEEL 2124 THIRD AVE. SUITE 200, SEATTLE WA 98121 CPT. CARPET H.W.H. HOT WATER HEATER STOR. STORAGE CONTACT: A2.2 1ST FLOOR PLAN S4.6 DETAILS CTSK. COUNTERSUNK STRUCT. STRUCTURAL ERIK LUND, DESIGNER CNTR. CENTER I.D. INDISE DIAMETER SUSP. SUSPENDED (206)448-7580 A2.3 2ND FLOOR PLAN S4.7 DETAILS C.T. CERAMIC TILE INSUL. INSULATION S.V. SHEET VINYL ELECTRICAL INT. INTERIOR SYM. SYMMETRICAL LANDSCAPE ARCHITECT: PAUL JAY LANDSCAPE A2.4 3RD AND 4TH FLOOR PLAN D. DEEP, DEPTH 2917 EAST DIVISION, MOUNT VERNON WA 98274 E1 .0 ELECTRICAL SYMBOLS LEGEND/ LIGHT... DBL. DOUBLE JAN. JANITOR T. TREAD CONTACT: A2.5 5TH FLOOR PLAN D.F. DRINKING FOUNTAIN JT. JOINT T.B. TACK BOARD PAUL JAY, LANDSCAPE ARCHITECT E2.0 BASEMENT FLOOR LIGHTING PLAN DET. DETAIL T.C. TOP OF CURB (425) 210-1986 A2.6 ROOF PLAN DIA. DIAMETER KIT. KITCHEN TEL. TELEPHONE A.2.7 PENTHOUSE ROOF PLAN E2.1 FIRST FLOOR LIGHTING PLAN DIM. DIMENSION K.T. KEYBOARD TRAY T&G TONGUE AND GROOVE CIVIL ENGINEER: HERRIGSTAD ENGINEERING AND SURVEYING DISP. DISPENSER, DISPOSAL THK. THICK 4320 WHISTLE LAKE ROAD,ANACORTES WA 98221 A.3.0 WEST ELEVATION E2.2 SECOND FLOOR LIGHTING PLAN DN. DOWN L. LAVATORY T.O.G. TOP OF GYPCRETE CONTACT: DR. DOOR LAM. LAMINATE T.O.S. TOP OF SLAB DALE HERRIGSTAD, P.E., P.L.S. A3.1 EAST ELEVATION E2.3 THIRD FLOOR LIGHTING PLAN D.S. DOWNSPOUT LT. LIGHT T.P. TOP OF PAVEMENT (360) 299-8804 E2.4 FOURTH FLOOR LIGHTING PLAN DWG. DRAWING T.P.D. TOILET PAPER DISPENSER A3.2 NORTH ELEVATION D.W. DISHWASHER MAX. MAXIMUM T.V. TELEVISION STRUCTURAL ENGINEER: QUANTUM CONSULTING ENGINEERS E2.5 FIFTH FLOOR LIGHTING PLAN M.C. MEDICINE CABINET T.W. TOP OF WALL 1511 THIRD AVE. SUITE 323, SEATTLE WA 98101 A3.3 SOUTH ELEVATION EXIST. EXISTING MECH. MECHANICAL TYP. TYPICAL CONTACT: MECHANICAL E. EAST MEMB. MEMBRANE JOHN RILEY, P.E., S.E., PRINCIPAL A3.4 HIDDEN ELEVATIONS EA. EACH MTL. METAL U. URINAL MO.1 LEGEND, ABBREV & GENERAL NOTES (206) 957-3906 EL. ELEVATION MFR. MANUFACTURER UNF. UNFINISHED 04 PERMIT REVISIONS 12.18.19 A3.5 BUILDING SECTIONS MO.2 SPECIFICATIONS ELEC. ELECTRICAL M.H. MANHOLE U.O.N. UNLESS OTHERWISE NOTED GEOTECHNICAL ENGINEER: PANGEO INC. 3213 EASTLAKEAVE. E, SUITE B, SEATTLE WA98102 A4.0 DOOR/ WINDOW TYPES AND SCHEDULES ELEV. ELEVATOR MIN. MINIMUM UTIL. UTILITY 03 PERMIT REVISIONS 11.05.19 MO.3 SCHEDULES EMER. EMERGENCY MIR. MIRROR CONTACT:STEW L. TAN, P.E. A6.0 TYPE A KITCHEN ELEVATIONS/ PLANS M1.0 BASEMENTMECHANICAL PLAN ENCL. EQ. ENCLOSURE MISC. MISCELLANEOUS V.A.T. VINYL ASBESTOS TILE 02 PERMIT REVISIONS 10.02.19 EQUAL M.O. MASONRY OPENING V.C.T. VINYL OCNPOSITION TILE (206) 262-0370 A6.1 KITCHEN ELEVATIONS/ PLANS EWC. ELECTRICAL WATER COOLER MTD. MOUNTED V.G. VERTICAL GRAIN 01 OWNER REVISIONS 09.09.19 M1.1 FIRST FLOOR MECH. PLAN EXH. EXHAUST MUL. MULLION VERT. VERTICAL ENERGY CONSULTANTS: BERONA ENGINEERS, INC. A6.2 KITCHEN ELEVATIONS/ PLANS EXP. EXPANSION VEST. VESTIBULE NO. DESCRIPTION DATE 4630 200 ST. SW, SUITE C, LYNNWOOD WA 98036 r M1.2 SECOND FLOOR MECH PLAN EXPO. EXPOSED N. NORTH CONTACT: A6.3 BATHROOM ELEVATIONS .4 EXT. EXTERIOR N.I.C. NOT IN CONTRACT W. WEST, WASHER REVISIONS KATHI SHOEMAKE, P.E., LEED AP M1.3 THIRD FLOOR MECH. PLAN (425) 744-6033 A6.4 BATHROOM ELEVATIONS NO. NUMBER W/ WITH PLN-2019-0008, BLD-2019-0511 M1 .4 FOURTH FLOOR MECH. PLAN NOM. NOMINAL W.B. WHITE BOARD PROJECT NO: JOAP 2019.07 TRAFFIC CONSULTANTS: GIBSON TRAFFIC CONSULTANTS, INC. A6.5 BATHROOM ELEVATIONS N.T.S. NOT TO SCALE W.C. WATER CLOSET 2813 ROCKEFELLER AVE., SUITE B, EVERETT WA 98201 M1 .5 FIFTH FLOOR MECH. PLAN WD. WOOD DATE: 12/18/19 - O.A. OVERALL W/O WITHOUT CONTACT: A7.0 STAIR 1 MATT PALMER, P.E. M1 .6 ROOF MECHANICAL PLAN OBS. OBSCURE W.P. WATER PROOF DRAWN BY: EL, MV, JH (425) 339-8266 A7.1 STAIR 2 M2.1 MECHANICAL DETAILS O.C. ON CENTER WT. WEIGHT APPROVAL: SJ O.D. OUTSIDE DIAMETER A7.2 ELEVATOR M2.2 MECHANICAL DETAILS OFF. OFFICE OPNG. OPENING A8.0 WALL SECTIONS PLUMBING OPP. OPPOSITE A8.1 WALL SECTIONS P1.0 BASEMENT WATER PLUMBING PLAN Fidalgo Flats A9.0 WALL TYPES P1.1 BASEMENT WASTE & VENT PLUMBING ..• SYMBOLS A9.1 FLOOR-CEILING TYPES P1.2 FIRST FLOOR WATER PLUMBING PLAN A10.0 EXTERIOR DETAILS P1.3 FIRST FLOOR WASTE & VENT PLAN 1715 0 Ave. Anacortes, WA Ba u ? O COLUMN OR GRID LINE REVSION Skagit Bank Compass Wines s.m.,R,way 9 Seaton w.v A10.1 CLADDING DETAILS P1 .4 SECOND FLOOR WATER PLUMBING PLAN Mystic Sea Charters A10.2 FIRE SYSTEM DETAILS P1 .5 SECOND FLOOR WASTE&VENT PLUMBI... 15thSI sthst - SECTION: REVISION IDENTIFICATION PROJECT • i' Rite Aid 9 A10.3 RAILING DETAILS P1 .6 THIRD FLOOR WATER PLUMBING PLAN IDENTIFICATION Subway Restaurants R'. s s - d_ m ; SHEET WHEERE SECTION IS DRAWN 9 s. a P1.7 THIRD FLOOR WASTE & VENT PLUMBIN... --------------•-- PROPERTY LINE INFORMATION ""s 4 QTown Cottages , i P1.8 FOURTH FLOOR WATER PLUMBING PLAN c The Market at Anacortes 9 P1.9 FOURTH FLOOR WASTE & VENT PLUMB... ---- - - a 9 B P1 .10 FIFTH FLOOR WATER PLUMBING PLAN DETAIL: 75� EXISTING CONTOURS BUILDING PERMIT Skagit Cycle center IDENTIFICATION nhn ,asllth St SHEET WHERE DETAIL IS DRAWN �" Taco Bell® Y1 Starbucks ;WalgreensQ P1 .11 FIFTH FLOOR WASTE & VENT PLUMBIN... P1.12 ROOF PLUMBING PLAN CENTER LINE, ALIGNMENT SHEET NO: � '�� C tsm st Q Island Adventures v aiii s P2.1 DOMESTIC WATER RISER DIAGRAM AO . 1 Er z P2.2 WASTE & VENT RISER DIAGRAM ELEVATION: SOMETHING BEHIND OR BELOW IDENTIFICATIONr s ` LIGHTING, EXTERIOR SHEET WHERE ELEVATION IS DRAWN �1�1PR '94�79ORTES Kennelly Keys \ mire, PLANNING & BUILDING DEPT: co Mu:Cen,Z cortes 9 \, Northern Marine LE1 .0 SITE LIGHTING PLAN (ARROW INDICATES ELELVATION) _ _ SOMETHING-An m O FRONTIER BUILDING A\ Q FILE COPY LE2.0 SITE LIGHTING RENDER D, 8 I APPROVED PLANS TRACVS FURNITURE F""""""' B PROJECT LOCATION: . Z°�� z�h& ' 1014-1020 18th St. Anacortes LE2.1 SITE LIGHTING RENDER DEC 9 J PERMIT x �j t- D- 2 0 l5/�- 5 l `� m Suites \ WORK POINT, CONTROL POINT, CITYOFANACORTES ADDRESS: I ' I IT�>°i Econo-Wash uan ys Villas and Suites , P LE3.0 SITE LIGHTING FIXTURES `_ BDryCleaners4 OR WORK DATUM POINT APPROVE01lY: ( •6,20__ c F^Anacones® VICINITY MAP (NTS) LE4.0 SPECIFICATIONS ci' `rTTn FIr' .. ' •t H''Vvn PI A' CI t. ,_, -VI- GE AL I L„�u ..i.i l.;:.)i Au i HORiZAT it FIDALGO FL4-1$ i -..--.---H-- -..-------- , , WYY Wire Y'Y'YY VY-se Yw-I V'i/'YV YYYY YWY WW WYV V'YW V'vYY W-YY Wv-`/ No-VW YYYY Y'YVV Ws"' Y'rYV Y'•v-YY YYv-I S-'v"YY YwY YYYV W-YY / - a "\ 7.L.....c.------ N7 1:1 Trattax III r i'+z Fidalgo Flats PERMIT : ANACORTES ZONING CODE SUMMARY II �, m ` p ` �� ° - TRANSPARENCY CALLS 1020 18th St. Anacortes, WA JOA+P Project #2019.0 J 0 H N S 0 N OAKIN E F +26.5T �� AM A A ARCHITECTURE & PLANNING uc a/-.." I 1 Ism El 0 Er �'0 m e 4 I WEST ELEVATION (OAVE) AMC CITE REQUIRED/PERMITTED PROPOSED NOTES/REFERENCE I 11 I TOTAL FACADE AREA: 4,387 >.."1 • m • El u El ,b. • o SF Project Zone R4 2124 THIRD AVENUE, SUITE 200 TOTAL TRANSPARENCY: 1,111 SEATTLE, WA 98121 206-448-7580 19.40.020 Purpose of residential high density district (R4) ID m 1 o ° o CIO ° ° - SF = 25% TRANSPARENT Zone R4, high population concentrations and limited Multifamily See Anacortes Zoning Map N +27.18' 29 a • W • - . L service facilities E +26.57' ; . o °^ A o _al -_ 1G1$TERED g +28 88' C 19.41.040 Permitted uses Zone R4 ' EW +28.88' - , J - r Mulifamily, 5 or more units permitted Multifamily, 25 Units +2718' +28.88'AVERAGE (SUM/4)= / 0''"+27 88' `.. "$ , 19.42.020 Form and intensity standards for R4 in- BUILDING BuiLDING f Minimum lot width circle (lot with alley access): 25 feet 30' fully within site A2.0 STATE • ' ASHINGTON ENVELOPE - - - _ Density maximum: None N/A �_ / __ _ ° = Cl 0• Lot coverage, maxiumum percentage: 50% 34% A2.0 119.42.130 -•a o A c SOUTH ELEVATION (18TH ST) Landscaped are, minimum percentage: 20% 20.20% A2.0, L1 S - ° ° A Cm 0• - TOTAL FACADE AREA: 2,742 02 Height maximum with bonus: 50 feet 49.70' A3.0-A3.5 119.42.060 C. MadrOna Real Estate rrli SF �' i�� A �. Q. TOTAL TRANSPARENCY: 788 Street setback, minimum: 10 feet 15' A2.0 Investments VIII LLC ,� SF Side street setback, minimum: 10 feet 10' A2.0 - a •o o =28%TRANSPARENT Interior side setback, minimum: 5 feet 5' A2.0 +28j8' IQQ o 0� Qo 1320E PIKE ST. -� ,�i■ • -- ® Interior side setback - second floor, minimum: 7.5 feet 5'Along Alley A2.0 119.42.130 D. SEATTLE WA 98122 / �� AVERAGE GRADE PLANE to:' - : _ 3 •• :m Rear setback, minimum: 10 feet 64.75' A2.0 \ / NOT TO SCALE a \ / Sit,- 1r sa �*/► 1n.. 1► sow. Ywsmnw-+rV►tw1+.+ Y���ievals ►�smebnla 19.42.060 Bonus incentives in R4 zones I C. Option 1: Small Units, 25% of dwelling units < 600 SF 15/25 Units (60%) <600 SF A2.2-A2.5 - - - I 19.42.120 Building height calculations UNIT 16.7'xs'PORCH , e 102 100.25 sq ft UNIT c A. 5 Average Grade Calculation A0.2 11.5'x6' PORCH UNIT 104 UNIT Facade Elevation at center of exterior wall UNIT 71 sq ft 13 10'x10'OUTDOO -. I 9975sq 11 4'x8'BALCONY UNIT 204 E 26.57' N 27.18'T 32 sq ft 203 4'x8' BALCONY 32sgft 1 S 28.88' W 28.88' Average 27.88' 100C I 100B I , Max Structure Elevation: 27.88'+50.00'= 77.88' 77.58' (49.70') A3.0-A3.5 I _ _ B. Exceptions 15'x10' OUTDOOR SPA r' I 1 Stairways: 77.88'+10.00' = 87.88' 87.88' (10.00') A7.0-A7.1 1o'x10'OUTDOOR SPACE 99.75 sq ft 150.2E sq ftr r Elevator: 77.88'+15.00' = 92.88' 92.88' (15.00') A7.2 1 0 UNIT 1052 Parapet walls: 77.88'+5.00' = 82.88' 78.86' (0.98') A3.0-A3.5 UNIT 101 4'x8' BALCONY >r ADATYPE /pi 32sgft UNIT ADA TYPE A 14 1' 1.2.4,1, 19.42.140 Permitted projections into required setbacks J� -,I 205 Jl A Bay windows may project 30" into street or rear setback 30" into 18th street setback A2.0 elevation 2 18th street setback A2.0 o Sn A4EG OPEi4 S'rACE1) Limited to two perbuilding @ j - 1,373 sq ft 2) Not wider than 10 feet 10' at 18th st setback A2.0 RP''I- 89 89' 3) Do not extend the floor area or foundation into the setback Benches at bay windows 4 B Eaves may project 1ST FLOOR 1 894 SF 2 N D FLOOR 96 SF 1) 3 feet into street/rear 2) 2 feet into interior side setback 30" at 18th st, 24" @ alley A2.6, A2.0 r C Covered porches/ entries may project 6 feet into street setback Not applicable D Uncovered decks may project 6 feet into street or rear setbacks 4' @ 18th st setback ""' i -1 _ ) L _.. �1 1 -- 19.43.010 Residential Uses UNIT 4'x8'BALCONY I I UNIT 4'x8' BALCONY I UNIT H Multifamily (four or more dwelling units) 302 & 32 so ft ( UNIT 302 & 32 s• ft Off-street parking provided in accordance to 23.54 Complies 402 UNIT ( 304 & 402 UNIT 304 & a 04 PERMIT REVISIONS 12.18.19 ; 4'x8' BALCONY 303 & 404 I 4'x8' BALCONY 303 8 404 19.62.040 Internal open space. 03 PERMIT REVISIONS 11.05.19 32 sq ft 403 4'x8'BALCONY I 32 sq ft 403 4'x8' BALCONY 32 sq ft 32 sq ft 04 04 B Usable residential open space. 1) Multifamily development usable open space requirement 02 PERMIT REVISIONS 10.02.19 (16) one-bedroom units x 100 SF/unit = 1,600 SF (9) two-bedroom units x 150 SF/unit = 1,350 SF 01 OWNER REVISIONS 09.09.19 Total open space requirement = 2,950 SF 3,541 SF provided A0.2 See breakdown below NO. DESCRIPTION DATE Open Space Provided REVISIONS 4'x8'BALCONY 4'x8'BALCONY Ground Floor Individual Open Space A0.2, A2.0, A2.2, L1 PLN-2019-0008, BLD-2019-0511 4'x8' BALCONY 32 sq ft 4'x8' BALCONY 32 sq ft 32sgft 32s• ft UNIT I ) 1BR Unit 101: 100 SF (10'x10' Outdoor space with 32" hedge @ perimeter) AMC 19.62.040 B.1.b.i PROJECT NO: JOAP 2019.07 L UNIT UNIT UNIT 305 & II 1BR Unit 102: 71 SF (11.5'x6' Porch with no dimension less than 6') AMC 19.62.040 B.1.b.ii 305 & 301 & DATE: 12/18119 I 301 & 405 405 1BR Unit 103: 100 SF (16.7'x6' Porch with no dimension less than 6') AMC 19.62.040 B.1.b.ii 401 401 _1j - _ , �- 1 BR Unit 104: 100 SF (10'x10' Outdoor space with 32" hedge @ perimeter) AMC 19.62.040 B.1.b.i DRAWN BY: EL, 1L�'�`J�I _� -� JI 2BR Unit 105: 150 SF (15'x10' Outdoor space with 32" hedge @ perimeter) AMC 19.62.040 B.1.b.i APPROVAL: SJ Shared open space @ 1st Floor AMC 19.62.040 B.2. ) Visible, no dimension less than 15', walkable lawns, L1 and L2 3RD FLOOR 160 SF 4TH FLOOR 160 SF landscaping, seating and lighting O Ave Frontage: 1373SF A2.0 Fidalgo Flats 1st Floor Total: 1,894 SF Balconies L_=cs-i 18 of the 20 Units in floors 2-5 have 32 SF balcony A0.2, A2.3-A2.5 1715 O Ave. Anacortes, WA 4'x8'BALCONY 2nd-5th Floor Total: 576 SF 576/2,950= 19.5% AMC 19.62.040 B.1.c. UNIT 32 sq ft UNIT 11 ,9' 13.67' of Total Open Space (Max 50%) • x02 ONY UNIT 504 L ICI lige Shared, accessible roof deck A0.2, A2.6, L2 ' 32 sq ft 503 Hard surface with seating, landscaping and railings AMC 19.62.040 B.1.e Roof Deck: 1,042 SF Roof Floor Total: 1,042 SF 1,042/2,950= 35.3% AMC 19.62.040 B.1.e LAND U S E of Total Open Space (Max 50%) ah ROOF DECK Total provided open space = 3,541 SF 3,512/2,950= 119% of requirement 1,041.5 sq ft Lo 19.62.070 Service areas and mechanical equipment ;,I B Location of ground related service areas �j 3) Service ares hidden from sidewalk/ adjacent properties Fence & landscaping A2.0 BUILDING PERMIT 4'x8' BALCONY •III -' � N 6) Dumpster storage 3' minimum clear space A2.0 4'x8'BALCONY o p g UNIT 32 sq ft 32 sq ft o ■ Must be on site, and in accordance with AEDS on all sides of dumpsterL SHEET NO: UNIT 505 II v D Utility meters and other service utility apparatus 501 _ _ ° '4I J Screened with landscape, located in alley Fence & Landscaping A2.0 p 0 ° ^ L ``I 11 ° I JI L H f 4.18'_h 8.36' 19.64.020 Parking General C Residential off-street parking located on the lot 17 of 29 Stalls located on lot A2.0, A2.0-1 i H Parking studies may be used to determine minimum requirement DPD APPROVAL STAMP: Z 19.64.040 Off street parking spaces required ai Multifamily ao 5TH FLOOR 160 SF ROOF 1 ,042 SF 1.0 parking stall per one bedroom unit = 16 -I 1.4 parking stalls per two bedroom unit = 12.6 m TOTAL:29 STALLS 17 on site, 12 off site, A2.0-1 See traffic study addendum + - 19.64.080 Shared Parking OPEN SPACE DIAGRAMS A Two or more uses may collectively provide required Per Planning Director __ A A _ off street parking. A A A A A AA A A A A = 0 A_A A_A LiAA AAAA A_A.LA t6 AJ A_dA &&.S. L ASSA AA A-dAA ♦W &AA ♦ A-tiSA • AAAJ IAA ♦ •A�t♦ ♦ AA CODE SOURCE: ALL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE(IBC),2015 WASHINGTON STATE BUILDING CODE AMENDMENTS(WSBC),AND OTHER CURRENT VERSIONS OF APPLICABLE CODES OHNSON OAKLIEF RESIDENTIAL USE(R-2)OCCUPANCY PROJECT IBC 310.4 j ARCHITECTURE & PLANNING tic ( ALLOWABLE HEIGHTS AND AREAS(R-2 SPRINKLERED) IBC 501 '�� SPECIFICATION MAX DESIGNED MAX ALLOWABLE CONST. TYPE ) 2124 THIRD AVENUE, SUITE 200 BUILDING HEIGHT: 50'ABOVE GRADE 70'ABOVE GRADE VA IBC 504.3 ,i SEATTLE,WA 98121 206-448-7580 STORIES: 5 ABOVE GRADE 5 ABOVE GRADE VA WSBC 504.4.1 in- ( BUILDING AREA: 21,400 SQ FT. 36,000 SQ FT. VA IBC 506.2 -' _ _ _ _ _ _ _ _ _ _ _ _ _ r - - - - - -�' CONSTRUCTION TYPE VA SPRINKLERED THROUGHOUT PER NFPA 13 IBC 602,501 . I - - - ���- 7I BUILDING EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 ' , � E IST E(`T, I *"� I 1 Jy( ' IALL FLOORS TYPE VA-SPRINKLERED THROUGHOUT IBC TABLE 601 . . 5 STORIES ALLOWED WITH STAIR ENCLOSURE PRESSURIZATION WSBC 504.4.1 j� t ti ONSTRUCTION BASED ON I - I I - \y.Sp��'�\'``� I I !I SPECIAL WALLS SEPERATING DWELLING UNITS CONST AND RUCTED AS FIRE PARTITIONS PER IBC 708 IBC 420.2 STATE ASHINGTON I I i I 42.8' p�P�O / 14.64 I+ I FLOORS SEPERATING DWELLING UNITS CONSTRUCTED AS HORIZONTAL ASSEMBLIES PER IBC 711 IBC 420.6 T �_ FIRE ALARM SYSTEMS PROVIDED PER IBC 907.2.6-10 1`I (II I l I� „g� 1 I I SMOKE ALARM STATION PROVIDED PER IBC 907.2.11 IBC 420.E f ®j I \1 ^a I - I 1 ( CONSTRUCTION TYPE: VA SPRINKLERED PER NFPA 13 IBC 601,602.5 M ad ro n a Real Estate I I I I II ( ALL FLOORS BUILDING ELEMENT FIRE-RESISTANCE RATING IBC TABLE 601,602 r _ r I STRUCTURAL FRAME 1 HR Investments VI I I LLC 1 ❑ I I 1 °i I EXTERIOR BEARING WALLS I I I I _ r' I FIRE SEPERATION DISTANCE> 10' 1 HR,INSIDE ONLY IBC 705.5 FIRE SEPERATION DISTANCE<10' 1 HR,INSIDE&OUTSIDE 21'MIN @ NORTH FACADE 1320 E PIKE ST. I I I I 1 ( INTERIOR BEARING WALLS 1 HR SEATTLE WA 98122 I1 -N EXTERIOR NON-BEARING WALLS TABLE 602 I \-2 HR.WALLS I FIRE SEPERATION DISTANCE>10' 1 HR,INSIDE ONLY IBC 705.5 - - - I1 + I FIRE SEPERATION DISTANCE< 10' 1 HR,INSIDE&OUTSIDE 21'MIN @ NORTH FACADE r _ T _i�1 J INTERIOR NON-BEARING WALLS 0 HR I-.�z ` �r_`_rr� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ RFOOF ONTRUCTI CONSTRUCTION 1 HR ROOF CONSTRUCTION 1 HR '� 2 SEPARATION DISTANCE TO NEIGHBORING STRUCTURES IBC 705.5 DISTANCE TO NEIGHBORING STRUCTURES @ EAST,WEST AND SOUTH FACADES IS>10',NO EXTERIOR SIDE FIRE RESISTANCE REQUIRED '1 ( DISTANCE TO NEIGHTOBRING STRUCTURES @ THE NORTH FACADE IS>10',NO EXTERIOR SIDE FIRE RESISTANCE REQUIRED BASEMENT (ONE EXIT) 1ST FLOOR SPECIAL REQUIREMENTS BASED ON OCCUPANCY AND USE(R-2): R-2 SEPARATION WALLS 1 HR FIRE PARTITIONS PER SECTION 708.3 IBC 420.2 , R-2 HORIZONTAL SEPARATION 1 HR FLOOR ASSEMBLIES PER SECTION 711.3 IBC 420.3 1 SCALE: 1/16" = 1'-0" SCALE: 1/16" = 1'-0" S R-2/S-1 SEPARTION WALLS 1 HR FIRE PARTITIONS IBC 508.4 1 R-2/A-3 SEPARTION WALLS 1 HR FIRE PARTITIONS IBC 508.4 INCIDENTAL USES: IBC TABLE 509 NONE OTHER SEPARATION REQUIREMENTS: 1 INTERIOR EXIT STAIRWAY FIRE BARRIER 2 HRS BC 1022.2,707,711 � EXIT PASSAGEWAY EQUAL TO INTERIOR EXIT STAIRWAY(2 HRS) BC 1023.3,707,711 EXIT ACCESS ENCLOSURES 2 HRS(4-STORIES OR MORE) BC 1009.3.1.2 S CORRIDORS CONTIGUOUS TO DWELLING 1 HR BC 1020.1,708,420.2 (SC SHAFTS ENCLOSURES 2 HRS(4-STORIES OR MORE) BC 713.4 .' 3q� ( HEIGHT CALCULATIONS:GRADE PLANE AVERAGE: 27.18 27.88 ' BC 503.1 �A 9� _ r-i - = _�_- - 4, � I i _ _ E 26.57 ' 28.88' 2 1 py0\S�Pv J _ I I I I I pI W 111.51 / 4 27.88 ' , SOON II I BUILDING OCCUPANCIES(PER SBC CHAPTER 3): BC TABLE 1004.1.2 I ti9 0 I I I FLR FUNCTION AREA(SF) LOAD FACTOR OCCUPANTS - '.� I { I I - 11 1 ( B STORAGE(R-2.ACCESSORY) 777 / 300 GROSS - 3 BC 508.2.3 1ST R-2 RESIDENTIAL 4,256 / 200 GROSS 21 BC 310.4 ) Ir 2ND R-2 RESIDENTIAL 4,256 I 200 GROSS = 21 BC 310.4 / 1 'DEA D 16.6'I I / 18.25'DEAD END / 16.6' I 3RD R-2 RESIDENTIAL 4,198 / 200 GROSS = 21 BC 310.4 T I I I- � , 1 ---71 ( 4TH R-2 RESIDENTIAL 4,198 / 200 GROSS = 21 BC 310.4 r� �r+ �� Il 5Th R-2 RESIDENTIAL 4,198 / 200 GROSS 21 BC 310.4 L-- 1 - j 1 L---I 1 - -�-� I 111 ` (I ROOF ASSEMBLY,UNCONCENTRATED 1,000 / 15 NET = 67 BC 508.2.3 � I �I I ( 22,883 TOTAL OCC.LOAD: 175 I r- - "111 I ( IBC TABLE 1021.(2) I r i I SPACES W/ONE EXIT/EXIT ACCESS DOORWAY(TABLE 1015.1) � I I 1 N - I FLR OCCUPANCY OCC.LOAD MAX LOAD REQUIRED EXITS 04 PERMIT REVISIONS 12.18.19 a - I I BSMNT S-MECH 3 29 1 J s 03 PERMIT REVISIONS 11.05.19 ff .... r - I � - _ L - - - - - - - - - I _ - - I _ _ _-y_ _ _ _ i� / 02 PERMIT REVISIONS 10.02.19 I.L.-_ ' _ - - 1 - �J01 01 OWNER REVISIONS 09.09.19 NO. DESCRIPTION DATE REVISIONS 2ND FLOOR 3RD&4TH FLOOR PLN-2019-OOOS, BLD-2019-0511 PROJECT NO:SCALE: 1/16"= 1'-0" SCALE: 1/16" = 1'-0" JOAP 2019.07 DATE: 12/18/19 DRAWN BY: EL, MV,JH APPROVAL: SJ i ET _ _ _ _ _ _ _ _ _ n I - __ _ ^�\ Fidalgo Flats I _I 1 ,'v a� 0 �� 1715 O Ave. Anacortes WA I / \ �P _ / o�sc• I I I I �\ // �v 0 ,\: // f:A ' G. I I �N / vS' // \ / Lam;: h OP. // (70 / ".��: A / •9•�011 'DEAD END 16.6' -- I I j� OAP �°\ I ,\\\ / � �\\\ II I r- I I / \, /co ; , ;;, BUILDING CODE ---� - I I /// �N\ . . \N�.\N L-- L / I I I / y4... IInI // �v / I::,, NOTES II / I rV // I;��� �� I // y.. (- \\ A� II I I ritl - it � / ti II II /'/ I I BUILDING PERMIT 1 I _ 1 // �v , // �� // v I[:;: -. _ / ll , / , ,.\ �- - - - - I ��_ ; id // N� ►� v,... .yyyyy; y;yyy;;,y;y.A,Ay, SHEET NO: A KEY: 0 . 3 5TH FLOOR - - - 2HR.WALL i DPD APPROVAL STAMP: SCALE: 1/16" = 1'-0" /T.O. ROOF __ 1 HR.WALL - 1 HR. INSIDE PROTECTION ONLY WALL S 02 SCALE: 1/16" = 1'-0" m fa m y 0: ri DIAGONAL DISTANCE _, O Envelope Summary ENV-SUM Envelope Summary, pg. 2 ENV-SUM 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Oct 2017 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all RI Revised Oct 2017 ENERGY NOTES: Project Info Projecd7Nle: Fidalgo Flats Date 06/05/2019 Project Title: Fldalgo Flats Date 06/05/2019 1 JOHNSON OAKLIEF Company Name: Berona Engineers,Inc. For Building Department Use Applicant nac. g Total Vertical NET Exterior - Project will meet the air leakage requirements o 2012 S Section including the whole ARCHITECTURE & PLANNING tic Provide contact Company Address: 4830 200th St.SW Suite C,Lynnwood,WA 98038 Vertical Fenestration and information forFeougtrationArea Above Grade ToolghSksfight Agee NET ExteriorAraRoof building envelope air leakage testing and reporting as described in Section C402.4.1.2.3. Building individualod nq can Applicant Narita: Kathl 9hcemake Skylight Area Calculation (rough opening) Wall Area (rough opening) Area about information envelope air leakage shall not exceed 0.40 CFM/ft2 at 0.3 inches water gauge about information Applicant Phone: (425)741-6033 Prescriptive Path-Enter envelope sf New 0 0 0 0 p g g g values directly into this section of ENV-SUM provided. Applicant Email: kathis�beronaengineare.crNn endoif.For dditionsand A�glter,nons,ref 2124 THIRD AVENUE, SUITE 200 ant these ectons in nNV-S Alt eretiu refer Existing 0 0 0 0 -Each individual dwelling unit in a Group R-2 multi-family residential occupancy with central service will SEATTLE,WA 98121 206-448-7580 '' ❑ Addition El Alteration ❑ No Envelope Scope these sections in ENV-SUM for further Total 0 0 0 0 Project Description El Buildingbe provided with a domestic hot water meter to allow for domestic hot water billing based on actual PII��II instructions. Envelope a CIR-Commercill MixedUse-Commerdal+GroupR Component Performance-When fits P ProjectP GroupEnvelope Compliance Path is selected, domestic hot water usage, per SEC C404.9. Details shown in plumbing permit documents. Select all that apply. ❑ ❑ ❑ ❑ write-protection of this section is enabled. Vertical Skylight-to-Roof Semi-heated Refrigerated Cooler Refrigerated Freezer Equipment Building Enter envelope sf values for all assemblies Fenestration-to- Ratio(SRR) into the ENV-UA form.Envelope information Wall Ratio(WWR) Envelope Description New apartment building 5 stories above grade. from ENV-UA will auto-fill into this section of -Non-apartment GCSF> 20,000 SF: Per SEC C409, building shall be equipped to measure, monitor, oopP -m r STEREO pproject displayenergy consumptionenergy category. '"`'Provide brief description ofthe r dand record, and dis la data for each source and end use cafe o Details of -CHRECT relevant supporting documentation. Vertical Fenestration Area Compliance system shown on mechanical and electrical permit drawings. If project includes multiple Target Insulation _ Allowance areas,and/or is demonstrating sa compliance as an Addrobn+Existing. Skylight Area Compliance - On-Site Renewable Energy Requirements per C410.1 will be met with a PV system shown on the on..... p Ja. -..x V Alteration+Existing,or a - Addition+Alteration +Existing project, electrical permit drawings. STATE ' ASHINGTON provide a brief summary of the approach to ertical Fenestration O High performance fenestration U-factors and SHGC per C402.41.3 whole building compliance. Alternates 0 Dedicated outdoor air system per C402.4.1.4 and C403.6 Air Barrier Testing ❑AIr bonier testing per Section C402.5.1.2 Included In project scope Show locations of qualifying daylight zone 0 In buildings a 3 stories,25%or more of NET floor area is In DLZ per C402.4.1.1 - Solar Readiness is not required per C410.2 as this is a residential building Air barrier testing is required for all new ❑ (DLZ)areas and Ra on project plans. O In buildings<3 stories,50%or more of CONDITIONED floor area is within DLZperconcoction projects.Testing criteria is 0.40 Additional Efficiency Package Option-C408.9 Reduced Air InfiltrationP c/•✓ C402.4.1.1ng7P under test pressure of0.3 inch w.g. ❑ For Daylight Zone Area calculations- Daylight Zone Calculations - Ventilation to each residential unit is provided by whole house exhaust fans in accordance with 2012 To comply with C406.9,demonstrate that Testing not required. Explanation a)Sidelight areas Include primary+ measured air leakage of building envelope secondary daylight zone areas. Not Selected.No Calculations Sidelight Daylight Toplight Daylight Percent Daylight SMC Section 403.8.6 and shall operate continuously. Whole house exhaust fans to be located in the b)Include overlapping toplight and sidelight Required Zone Area Zone Area Zone Area bathroom and shall come equipped with 2-speed operation. Whole house exhaust fan to operate M ad rona ea Estatel daybghtmneareas ionunder n Chapter Investments \ /III LLC Compliance Documentation Scope and Method cI Nernoorarea definition in Chapter 2. continuously on low speed to meet the requirements of section 403.8.6. High speed shall be active by aV ❑ Alteration ❑ No Envelope Scope Spaces in Single Storyfactory provided motion sensor. Minimum design ventilation rates shall be provided in accordance with Scope of This Calculation 0 New Building ❑ Additionceiling heightgSMC Table 403.8.1 for continuously operating systems. The whole house exhaust fan shall have a 1320 E PIKE ST. pp � List all enclosed spaces that exceed 2,500lta,have greater 15 q and are Building Requiring Skylights space types required to comply with this provision.Indicate aperture with"AP"prefix(AP 1.1%) maximum sound ratingof 1.0 sons measured at 0.10 in wgin accordance with Section 403.8.6.5. Target Insulation Allowance O Fully CandiOoned-Commercial,Group R.Mixed Use SEATTLE WA 98122 Sets the title and calculations in the O 0 0 In these spaces a minimum of 50%of the Space Space Area(fa DLZ Area(ft) SRR or Aperture Exception compliance forms.Selection required Semi-healed Refrigerated Cooler Refrigerated Freezer floor area shall be within a skylight daylight ventilation rate for each unit type shall be as follows: to enable forms. If project includes more than one Target Insulation Allowance area,and/or if project includes zone(men Refer toC/02.4.2 for and alteration areas complying independently,for each area complete an ENV-SUM requirements. • form Rows 16-46 and either an ENV-PRESCRIPTIVE form,or ENV-UA+ENV-SHGC forms if SRR=Skylight to roof ratio - Continuous whole house exhaust fan sizing (all units < 1500 Sf): demonstrating compliance via component performance. Envelope Exemptions Studio: 30 cfm Envelope Compliance Path OO Prescriptive 0 Component Performance Low Energy and Semi-heated Low energy spaces per C402.t1 tram 1 are exempt from the thermal envelope provisions. • Selection required to enable forms. Semi-heated spaces heated by systems other than electric resistance era exempt cum well • 1 BR: 30 cfm Spaces Insulation provision only per C402.1.1.1. Component Performance ❑ Change of Occupancy(C503.2)/Conditioning(C505)-10%higher UAallowed Complete Low Energy and Semi-Heated Spaces table in MECH-SUM to verify eligibility based • 2 BR: 45cfm Calculation Adjustments ❑ Additional Efficiency Package Option-C406.8 Enhanced Envelope-15%lower UA requiredrequired oninstalledpeakheatingandcoolingcapacitypers1. Wall Insulation Roof Insulation ' Overall Averagevalue R-Value U-Factor Equipment Buildings R- -Makeup air for the whole house exhaust system shall be provided through operable openings Additions O Addition stand alone 0 Addition+Existing Equmalenv buildings are exempt per from the Equipment Building Envelope within the window system (trickle vents) in accordance with SMC Section 403.8.6.1. A minimum Addition stand alone-Completeeasa Vertical Fenestration and Skylight Area Calculation.m Enter l if existing-to-remain il roof,vertical thermal nsha provisionsmetper C402.t1. fenestration and skylight areas as EXISTING.Enter total addition envelope assemblyerees as NEW If resulting total building WWR exceeds The following shall be met to be eligible: Electronic equipment power(walisisf) of 4 sq in. of net free area shall be provided for every 10 cfm of outdoor air in accordance with 30%and/or SSR exceeds 5%,refer to C502.2.1 end C502.2.2 for prescriptive compliance alternatives.If complying via component building size 5 500 sf,average wall/roof U- Heatings performance,complete ENV-UA per instructions for addition stand alone projects. !actors U-0.20,electronic equipment loadx system o UWUt capacity(Btulhr) SMC Section 403.8.6.1.1.4. Trickle vents may be combined into larger vents of equivalent area. Addition+existing-Complete ENV-UA per instructions for eddtion+existing projects. 7 wafts/sf,heating system output capacity S Cooling capacity(VeslNo) Each exterior occupiable living space shall be provided with a minimum of(1) 4 sq in trickle vent. Alterations- ❑ Replacement windows only,or resulting ❑ Total building WWR Increased by 17,000 bturh.Cooling system capacity not total building WWR s original WWR Fenestration and Skylight ❑ Replacement sky igh s only,oresulting ❑ Total building SRR increased by alteration • Range hoods shall be provided in kitchens to satisfy the source specific exhaust total building SRR original SRR requirements identified in SMC Section 403.8.4. Range hoods shall be sized per Table WWR and SRR not increased-Vertical Fenestration and Skylight Area Calculation not required. 403.3 for operate intermittent operation. Minimum exhaust airflow rate for kitchens shall WWR and/or SRR Increased-Complete Vertical Fenestration and Skylight Area Calculation.Enter total existing-to-remain wall,roof,vertical fenestration and skylight areas as EXISTING.Enter total altered envelope assembly areas as NEW.Ifresulting total building WWR exceeds be as follows: 30%and/or SSR exceeds 5%,refer to C503.3.2 and C503.3.3 far prescriptive compliance alternatives.if complying via component • performance,complete ENV-UA per instructions for alteration+existing projects. Minimum kitchen exhaust airflow rate: 100 cfm • Ceiling exhaust fans shall be provided in laundry areas to satisfy the source specific exhaust requirements identified in SMC Section 403.8.4. Laundry area exhaust fans shall be sized per Table 403.3 for intermittent operation. When doors separate the laundry area Prescriptive Path, pg. 1 ENV-PRESCRIPTIVE Prescriptive Path, pg. 2 ENV-PRESCRIPTIVE Note 1-Insulation that iscontinuous except for fasteners may be entered here if the cross-sectional area of metal penetration through otherwise continuous insulationis less than0.f2%. from the kitchen or bathroom, the doors shall be louvered. Minimum exhaust airflow rate 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all RI Revised Oct2017 2015WSEC Compliance Forms for Commercial Buildings Including R2.R3,&R4 over3 stories and all Rl Revised Oct2017 Nob 2-Alternate prescriptive continuous insulation R-values per Table C402.1.4,Footnote F may be used if the laundry cross sectional area of metal ry areas shall be as follows: Project Title: Fldalgo Flats Dale 06/05/2019 Project Title: Fldalgo Flats Date 06/05/2019 penetrations exceeds 0.04%but is less than 0.12%.Calculations are required to use these alternate R-values. • Minimum laundry exhaust airflow rate: 50 cfm For Building Department Use For Building Department Use Note 3-Opaque assembly U-factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1.Specify the Target Insulation AllowanceFenestration Area as%gross abovegrade wan area Max.Target: 30.0% table number or calculation page number. FullyConditioned Space-Commerdal,GroupMixed UseMax.Target 8.0% Note 4-Thermal spacer blocking end liner system are required for prescriptive R-Value compliance in metal building roof assemblies.Note thermal PRSkylight Area as%grossroofarea rge spacer thickness and R-value in roof assembly description. • Interior adjoining spaces without outdoor air openings shall be provided with whole Fenestration Area es%gross above-grade wall area Max.Target: 30.0% If vertical fenestration or skylight area exceeds maximum allowed per C402.4.1,then the project must Note 5-Intermediate framing is required for prescriptive R-Value compliance/n wood-framed wall assemblies. house transfer fans Or permanent, unobstructed opening in accordance with 403.6.1.1.3. comply via Component Performance and provide ENV-UA and ENV-SHGC forms. Note 8-Proposed CMU mass wails in non-Group R that meet Table C402.fAFoofnde C requirements can enter the target prescriptive Slcylight Area as%gross roof area Max.Target 5.0% U-value of 0.104. BuildingComponent R-Value Method for U-Factor/F-Fedor Method for Note 7-Mess transfer slab edges must be covered with an assembly having an overall U-factor of 0.2. Vertical Fenestration Alternates: None Selected on ENV-SUM User NotePrescriptive Compliance Prescriptive Compliance Note 8-Refer to Table C3,Footnote E for prescriptive R-Value requirement for steelgth lsf assemblies. - Whole house transfer fans shall be sized to provide the minimum ventilation rate required Peden.Ina. Full Slab CI I Note 9 -Prescriptive slab-on-grade insulation shell extend from top of slab to minimum length per an approved method as defined in C402.2.6. Prescriptive compliance of envelope assemblies may be accomplished by providing insulation R-values per Table C402.f.3 or U-factors/F- Provide plan/detail 0 of assembly and description R-Value R-Value F-Factor F-Factor Source" Note 10-Slab-ongrade F-Factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1. per Section 403.8.5.1 and shall Circulate air between the interior room and the adjacent factors Note 11-Opaque door U-factors shall come horn Appendix A or calculated per approved method as specified In C402.1,402.1.5.1.A door is defined as per Tables C402.1.4 and C402.4.A singleproject maycomplyvia R-values for some envelope assemblies end U-factors/F-factors for others. WSEC App.A Table habitable space. AI $ A9.0-Fel-Concrete slab on grade 10.0 0.540 opaque Bless than 50%of the door area has glazing. P U-Factor/F-Factor Method for V ToA106.1 Note 12-Refer to Equation C4-6 Projection Factor Calculation. Building Component R-Value Method for PrescnptiveCompliance prescriptiveCompliance 2 ' Note i7-N=Oriented within 45 degrees of true north,SEWaAll other orientations. uommuous %Area GImeter P 3 Note14-Fenestration assembly U-Factor end SHGC shall be the manufacturer's NFRC product rating,which Includes the glazirg and frame,or • Permanent opening shall be unobstructed and shall have an area of not less then an 8 Ina.(CI) Penetrations 2 . shall be the default value per Section C303.L3. Cavity Ins. Assemblyt - I Note 15-List all above-grade Group R mass walls and steel frame walls In Group R Walls section.List commercial above grade walls and all other percent of the floor area of the interior space but not less than 25 sq ft. Provide plan/detail fl of assembly and description R-Value R-Value' in Cl• U-Factor U-Factor Sources y 'm • Group Rebove grade walls in Opaque Wells-Above Grade. A9AW3 pp F Roof Deck 40.0 0.027 WSEC Appendix I Note 16-Refrigerated Coders-All cooler roof,wall and door assemblies shall comply with the prescriptive R-values or U-factors per C410.Enter oIns. Assembyescri that proposed information under the most similar assembly type.Slab edge insulation for slab-on-gradeslab-on-gradefloors shall comply with C402.Floors description Provide ID from door schedule and dpon R-Value U-Factor U{actor Source' coolerseparate ecoder from eywithMepresciptive -values and actorsperC4shad.Enteronlytheop queporadkalreneshaftedspa space 04 PERMIT REVISIONS 12.18.19 o - A4.0-152 Stainless Reflective '.3"r '• •. cooler doors)shell comply with me prescriptive R-values or U-lectors per C402.Enter only Me opaque portion of refrigerated space doors. m eit is Windows within doors and reach-in display case doors shall comply with C410 prescriptive requirements. Note 17-Refrigerated Freezers-All freezer roof,wall and door assemblies shell comply with the prescriptive R-values or U-factors per C410.Enter I m rn poposedinomationunderthemostsimilarassembytype.Freezerfloorinsulationshell omplywmGlO.Insulebonisrequi d unde the 03 PERMIT REVISIONS 11.05.19 entire freezer floor.Ifthe freezer floor assembly rests on top of a standard foor,the vertical edge of the freezer floor shell be entered as and ¢• rt m ,c comply with the requirements far a freezer wall.It freezer floor insulation is instated as integral to or applied underneath a slab-on-grade or .y I OOO exposed floor,this floor shall be them,ally broken fomthe surrounding floor area with the seme amount of insulation as required for a 02 PERMIT REVISIONS 10.02.19 Solar Heat Gain Coefficient(SHGC) U-Factor for Prescriptive Compliance O Projection orientation Q Factor(PF) (Nor Assembly Assembly 01 OWNER REVISIONS 09.09.19 < Provide ID from window schedule end description Ifappllcable'v SEW)" SHGC" U-Factor U-Factor Source To 1 E A4.0-Window A 3'9'x8' 0.00 i SEW 0.40 0.30 WSEC Appendbr A m _ A4.0-Window B 35'x4'8' 0.00 SEW 0.40 0.30 WSEC Appendix A NO. DESCRIPTION DATE A4.0-Window C352' 0.00 SEW 0.40 0.30 WSECAppendbcA T1• m 8 E A4.0-Window D 3k4'6' 0.00 SEW 0.40 0.30 WSEC Appendtt A O• " 2 A4.0-Glazed Door DOI 0.00 N 0.53 0.30 WSEC Appendix A REVISIONS • 'o a a- A9.0 5-1/2'Wood Stud w/insulation 21.0 0.054 WSEC Appendix A A4.0-Sliding Door D04 0.00 I SEW 0.40 0.30 WSEC Appendbr A S A4.0-Window C 3559' 0.00 N 0.53 0.30 WSEC Appendbt A PLN-2019-0008, BLD-2019-0511 c Fr v PROJECT NO: JOAP 2019.07 3 e m % DATE: 12/18/19 o i, > o DRAWN BY: EL, MV, JH APPROVAL: SJ a _ i g tlendam a slab-on-grade or exposed floor,this floor shall be thermally broken from the surrounding floor area with the same amount of Insulation as re 3 m i y c o• m s 1- 7 Miscellaneous-Refrigerated Spaces a m• E Ins. I Assembly U-Fedor Source e Provide plan/detail g of assembly and description R-Value U-Factor F i d a I g o Flats • bra 3t 0 co • I LL m Provide ID from window schedule and descriptionCooler/ Double Triple Pane Inert Gas Freezer Pane Glass Heat Reflective Glass Filled Treated Glass e I 1715 O Ave. Anacortes, WA s LL E I ` -` I a -ac 0 m ENERGY CODE COMPLIANCE BUILDING PERMIT SHEET NO: AO .4 i DPD APPROVAL STAMP: a) 0 of a ai S 0 y 02 + f c a c c 0 0 m It ( «ei „ • (6)1 0 1 (di t S 1 7 1 = 99 a 991 AV 1 la p II 11 ift w F (OH -,- S A GENERAL NOTES : 1.WORK HOURS: THE CITY OF ANACORTES ORDINANCE ALLOWS WORK FROM 7:00 AM TO 10:00 PM, SEVEN STORM DRAINAGE NOTES 0 DAYS A WEEK (COA ORD. #2316). SOMEONE IN CHARGE SHALL BE ON-SITE AT ALL TIMES =j WHEN WORK IS IN PROGRESS. IF WORK IS DONE ON WEEKENDS, PLEASE INFORM THE A. ALL WORK SHALL CONFORM TO THE CURRENT WSDOT SPECIFICATIONS FOR ROAD, BRIDGE AND PROJECT MANAGER SO THE CITY OF ANACORTES CAN HAVE AN INSPECTOR ON-SITE. MUNICIPAL CONSTRUCTION, CITY OF ANACORTES DRAINAGE CODES AND ORDINANCES AND CONTRACTOR WILL BE BILLED FOR CITY OF ANACORTES OVERTIME. THE CITY OF ANACORTES ENGINEERING AND DEVELOPMENT STANDARDS. II I I R4 B. ALL POLY-VINYL CHLORIDE PIPE (PVC) AND FITTINGS SHALL CONFORM TO AND MEET THE - 1 _ 61 ` �I. J �, 2.CALL 48-HOURS BEFORE THE FOLLOWING; MEET STANDARD DIMENSION RATIO 35. PROVISIONS MUST BE MADE FOR CONTRACTION TM 0 REQUIREMENTS OF THE LATEST ASTM SPECIFICATION D3034. PIPE AND FITTINGS SHALL 14 �_ ---_ FOR INSPECTION CONTACT 360.299.1951. AND EXPANSION AT EACH JOINT WITH A RUBBER RING, SECURELY PLACED TO PREVENT Will s......, at B. PRIOR TO ANY UTILITY CONSTRUCTION IN THE RIGHT-OF-WAY. 1E1 pLACEMENT. - ir------:-±-. - m _A. PRIOR TO WORK START UP. C. AL DISL CONCRETE STORM PIPE-SHALL BE RUBBER GASKETED, REINFORCED CONCRETE CULVERT PIPE �' !hU . ; ■■r' ..al . im------I'FAFARERSVAT---H----------- >•••4 „.; CD D. PRIOR TO POURING CAST-IN-PLACE CONCRETE STRUCTURES.WSUBGRADE. CONFORMING TO SECTION 9-05.3(2) OF THE SAID APWA STANDARD SPECIFICATIONS. - IL_- l_ ► II '�- Et1 ,.,.a CQ D. PRIOR TO PLACING ANY CRUSHED ROCK ON ROADWAY 1 '' �� I I E. PRIOR TO PLACING CURB, GUTTERS AND SIDEWALKS. D. ALL CORRUGATED POLYETHYLENE PIPES (CPEP) SHALL BE SMOOTH INTERIOR AND �1 R+ 3.MATERIALS AND WORKMANSHIP: 9 `� - _ ' _ I = °I "� `V "'~ O F. PRIOR TO ASPHALT PAVING. MANUFACTURED FROM HIGH-DENSITY POLYETHYLENE RESIN, WHICH SHALL MEET OR EXCEED I��� THE REQUIREMENTS OF TYPE III, CATEGORY 4 OR 5, GRADE P33 OR REQUIREMENTS OF �, 11 q- I e 0 ' I - F I '� W (� AASHTO M249. ALL FITTINGS AND ACCESSORIES SHALL BE MANUFACTURED AND FURNISHED ■ , y r r _ BY THE PIPE SUPPLIER. 1 `a 1 �" ■- ■ _ I''_ II - v J Cr) G-i 0 A. ALL MATERIALS USED, MUST MEET WSDOT, APWA AND CITY OF ANACORTES SPECIFICATIONS I 1 i I ` 1 I-: I 11 or: .-1 E. ALL 12-INCH THRU 36-INCH DIAMETER CORRUGATED POLYETHYLENE PIPE (CPE) FOR STORM Lu 1 3, B. ALL WORK AND MATERIALS THAT DO NOT MEET THE ABOVE SPECIFICATIONS, MUST BE SEWER AND CULVERTS SHALL COMPLY WITH THE REQUIREMENTS OF WSDOT APWA SECTION - siC i --^-� 00 REMOVED AS DIRECTED BY THE PROJECT INSPECTOR. / ui 1 ` •n - a 9-05.19 CORRUGATED POLYETHYLENE CULVERT PIPE. JOINTS SHALL BE SOIL-TIGHT. ALL 3-INCH �Iaz C. SUBGRADECOMPACTIONTESTS: WILL BE DONE BEFORE AN C.S.B.C. IS PUT IN PLACE, THRU 10-INCH DIAMETER CORRUGATED POLYETHYLENE PIPE (CPE) SHALL COMPLY WITH ALL a nrt P II IL ,, 1iiSii ALL TRENCHES WILL BE TESTED FOR COMPACTION. THE MATERIAL TESTING LAB NEEDS THE REQUIREMENTS OF AASHTO M252 AND 8E MANUFACTURED WITH A SMOOTH INTREGRAL j r J � �J •• vCCO 24-HOUR NOTICE. USE THE TESTING PIPEAL PROVIDED BY THE CITY. ITEMS TO BE M294. JOINTS SHALL BE WITH MATERIAL AND SECTIONE9-0519NTS OF AASHTO I o D I a - •° eo a a LINING THAT COMPLIES ITS] u .- COMPACTION TESTED WILL INCLUDE THE BEDDING (SECTION 7-08.3(1)C), BACKFILL '- W E- C/� (SECTION 7-08.3(3) AND SUB-GRADE FOR SURFACING (SECTION 2-06.3(2) AND ASPHALT -,°J [T� �Y '.r. w F. ALL FITTINGS SHALL BE OF LIKE MATERIAL AS THE PIPE FURNISHED BY THE PIPE SUPPLIER. •��1I �I (SECTION 5-04.3(10)B). ----1 r` - _ - - r!, x G. ALL PIPES SHALL BE SUITABLE FOR USE AS A GRAVITY DRAIN CONDUIT. o * a 4 x O D. INSPECTIONS: ALL ASPECTS OF THIS PROJECT WILL BE INSPECTED INCLUDING PIPING, 2- r -- _ -T [ 1 c c �I BACKFILL, SUB-GRADE, CONCRETE AND ASPHALT, AS WELL AS FORMS, CURB, GUTTER AND H. THE END OF THE ROOF AND FOOTING DRAIN STUB OUTS SHALL BE MARKED "STORM DRAIN" ON �`"- a' " I , I ! '�' `�- -b ¢ f R c...4 SIDEWALK. IF A PORTION GETS BACKFILLED BEFORE INSPECTION, THE CONTRACTOR WILL A PVC PIPE. f n It I IIn ' ° ITE , DIG UP THAT PORTION FOR INSPECTION. 24-HOUR NOTICE REQUIRED. KNOW THE SCHEDULE 18ni 5T I L Z AND LET THE CITY KNOW. I. THE MARKER SHALL EXTEND A MINIMUM OF 36-INCHES ABOVE THE GROUND. THE PORTION 1 r E1' �� A E. TESTING PROTOCAL: PRIOR TO CONSTRUCTION, A PROCTOR AND SIEVE ANALYSIS SHALL ABOVE THE GROUND SHALL BE LABELED "STORM SEWER" WITH BLACK LETTERS. IT SHALL ALSO s g 'I I, FI DALGO BAY IDENTIFY THE INVERT OF THE STUB. [ i :L■ } _T LT�� BE SUBMITTED, REVIEWED AND APPROVED BY THE CITY OF ANACORTES ON ALL MATERIAL _ II +I r, USED IN THE RIGHT-OF-WAY. SEE THE CITY OF ANACORTES TESTING SCHEDULE. J. CLEAN-OUTS SHALL HAVE CAST IRON CASES. Hrl I. 4 i ^�I N. Q ��. F. ALL COMPACTION TEST SHALL BE APPROVED BY THE CITY OF ANACORTES ENGINEER AND I 'LJ , � ,_ I +,.K. K. DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH Sal. d - z� 111 I =_i $ W11 I a PROJECT MANAGER PRIOR TO PLACING OF CRUSHED SURFACING, ASPHALT, CURB, GUTTER a TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF AND SIDEWALK (INCLUDING TRENCH RESTORATION WHEN TEST MAY BE REQUIRED IN EACH - LIFT). THE DITCH. fi _ -_ I_.--___ 14 154. L. FOOTING DRAINS, ROOF DOWN SPOUT AND CURTAIN DRAINS ARE TO BE CONNECTED TO THE �`Jq� �u G. CITY OF ANACORTES MAY REQUIRE ADDITIONAL TESTS ON SUBGRADE, TRENCHES, CONCRETE, STORM DRAINAGE OR SWALES AS SHOWN ON THE CONSTRUCTION PLANS. ❑, , . r !+' ■_ -I M ■ OR ASPHALT. THE COST OF TESTING SHALL BE PAID FOR AS INDICATED IN THE CONTRACT yn ■I � rn DOCUMENTS. M. MINIMUM SLOPE ON ROOF AND FOUNDATION DRAIN STUBS SHALL BE 0.5% AND HAVE A I [1 i y I 0 -J 1 �". MINIMUM OF 1-FOOT OF COVER. ROOF DRAINS AND FOUNDATION DRAINPIPES SHALL BE �_ \\ 4.TRAFFIC CONTROL AND PUBLIC SAFETY: CONSTRUCTED OF PVC ASTM D3034 SDR 35, AND ASTM F679. • 2 _ _ rd- �� A. FLAGGING: ALL FLAGGERS MUST HAVE FLAGGING CERTIFICATES AND MUST HAVE ATTENDED N. DRAINAGE OUTLETS (STUB OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT. STUB-OUTS `' m 1 A FLAGGING COURSE OR AN OFF-DUTY POLICE OFFICER IS REQUIRED. THE JOB WILL BE SHUT DOWN IF ANY UNCERTIFIED PEOPLE ARE FLAGGING. A STOP WORK ORDER WILL BE SHALL CONFORM TO THE FOLLOWING: GIVEN AND WORK WILL NOT PROCEED UNTIL A CERTIFIED PERSON IS FLAGGING. t g\� `� "I - EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO a ` �° g B. SIGNAGE:ALL SIGNAGE MUST BE PER THE MANUAL UNIFORM TRAFFIC DEVICES. BEFORE AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS, FOOTING DRAINS, DRIVEWAYS, YARD ' THE JOB IS TO BEGIN, PROPER SIGNAGE WILL BE IN PLACE WITH FLAGGERS IN PLACE IF DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER V I C I \ I TY PLAN CO °' NEEDED. EXTRA SIGNAGE MAY BE NEEDED. BE READY TO RENT SIGNS IF NEEDED. LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORM WATER CONVEYANCE SYSTEM OR TO AN �� In C. TRAFFIC CONTROL PLAN: NEEDS TO BE SUBMITTED AND APPROVED BY THE PUBLIC WORKS APPROVED OUTFALL LOCATION. SCALE : 1 - 3 0 0 Cn `Q DIRECTOR PRIOR TO CONSTRUCTION START. TRAFFIC CONTROL PLAN SHALL INCLUDE THE W y .-4 OF SIGNAGE, FLAGGERS, WORK ZONE, SAFE ZONE, AND TRAFFIC FLOW AND NEEDED - OUTLETS ON EACH LOT SHALL BE LOCATED WITH A SECTION OF PVC PIPE MARKED I - LOCATION , c0 DIMENSIONS. NO DETOURS ALLOWED WITH APPROVAL FROM THE PUBLIC WORKS DIRECTOR. "STORM" ON THE END OF THE PIPE AND SHALL EXTEND 36-INCHES ABOVE THE GROUND. cd 1.CITY OF ANACORTES: CU a" D. FOR STREET CLOSURE: CALL 911 OR FOR CELL PHONES, CALL 360.336.3131. - DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO P4 CONVEY FLOWS THROUGH INDIVIDUAL LOTS. A. STEVEN LANGE: PROJECT MANAGER B. JUSTIN: PUBLIC WORKS INSPECTOR Cl) IW E. CONSTRUCTION SAFETY: IS THE RESPONSIBLITY OF THE CONTRACTOR. OFFICE: 360.299.1983 OFFICE: 360.299.1972 CCcd - THE ENGINEER/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF CELL: 360.661.3468 CELL: 360.661.3547 Q) s~" W y ALL STUB OUT CONVEYANCE LINES WITH RESPECT TO UTILITIES (E.G., POWER, GAS FAX: 360.293.1938 FAX: 360.293.1938 +� ' 5. ROADWAY EMBANKMENT AND SUBGRADE CONSTRUCTION: TELEPHONE, CABLE, ETC.) EMAIL: STEVEL®CITYOFANACORTES.ORG EMAIL: JIMB®CITYOFANACORTES.ORG F"' O - A. CRUSHED SURFACING SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. NO - ALL INDIVIDUAL STUB OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT r4 Gm N RECYCLED MATERIAL ALLOWED. OWNER. C. ERIC SHJARBACK: ASSISTANT CITY ENGINEER SCHEDULE 0 F DRAWINGS w pa ~ VD B. EMBANKMENT AND SUBGRADE MUST BE COMPACTED TO 95% OF MAXIMUM DENSITY. OFFICE: 360.293.1920 0. CATCH BASINS AT THE CURB LINE SHALL BE RECESSED 0.1 FEET. FAX: 360.293.1938 C. PROPER MOISTURE MUST BE MAINTAINED THROUGHOUT PLACING AND COMPACTING. D. COMPACTION TESTING TO BE PERFORMED BY AN INDEPENDENT LAB. USE A "MODIFIED P. ALL STORM DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED THE PROJECT MANAGER IS THE KEY PERSON OF CONTACT FOR THE CITY OF ANACORTES C 1 Cover Sheet, Vicinity Plan 0 :, PROCTOR". WITHIN A TRAVELED, PAVED ROADWAY OR CONCRETE SIDEWALK, SHALL HAVE LOCKING LIDS. REGARDING TECHNICAL AND ENGINEERING MATTERS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT DETENTION FACILITY SHALL HAVE THE PUBLIC WORKS INSPECTOR IS THE KEY PERSON OF CONTACT FOR THE CITY OF ANACORTES & Construction Notes JJO C) 6.TRENCHES IN DEVELOPED RIGHT-OF-WAY: LOCKING LIDS. ALL DRAINAGE STRUCTURES LOCATED WITH A BIKE OR WALKING PATH SHALL FOR QUALITY ASSURANCE, SAFETY, FIELD COORDINATION AND INSPECTIONS. SEE CITY OF ANACORTES STANDARD CONSTRUCTION DETAILS AND SECTION 7 OF THE HAVE LOCKING LIDS. �� CURRENT WSDOT SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. Q. ALL CATCH BASIN GRATES SHALL INCLUDE THE STAMPING "OUTFALL TO STREAM, DUMP NO ANY OTHER CITY PERSONEL SHOWING IMPLIED AUTHORITY ON-SITE SHOULD BE DIRECTED TO THE in MANAGER. IF THE PROJECT MANAGER IS UNAVAILABLE, THE LINE OF COMMUNICATION C2 Existing Site Plan Gt A. PIPE ZONE SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY. POLLUTANTS". SHOULD BE FOLLOWED. B. TRENCH ZONE SHALL BE COMPACTED TO 95% FO MAXIMUM DENSITY IN 12-INCH LIFTS. B. CITY OF ANACORTES WATER DEPARTMENT C3 Erosion Control Plan `-, C. CRUSHED SURFACING SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. NO RECYCLED R. CATCH BASINS SHALL CONFORM TO TYPE 1, TYPE 11, OR THE INLET TYPE AS DEFINED IN SAID 2.ADDITIONAL CONTACT INFORMATION: TERRY NEMETH: FOREMAN MATERIAL ALLOWED. APWA STANDARD SPECIFICATIONS AND STANDARD PLANS WITH FLAT TOP FRAME AND GRATE. OFFICE: 360.293.1921 Site CITY OF ANACORTES STREET DEPARTMENT C4 Site Improvements Plan 7. DRAINAGE SYSTEM CONSTRUCTION: S. CATCH BASINS MUST BE SET TO LINE GRADE USING NO MORE THAN TWO (2) ADJUSTMENT BILL LARSEN: FOREMAN COMCAST CABLE RINGS. OFFICE: 360.293.1921 Bill ; C8tion Maintenance C5 Perk Filter and BMP Details A. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE CELL; 360-815-6354 MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE T. THE CAST IRON FRAME MAY BE PLACED FLANGE DOWN ON THE ADJUSTMENT BLOCKS IN LIEU OF C. COMCAST CABLE FAC: 360-527-8302 STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION AS AN INFILTRATION SYSTEM, THE PRECAST COLLAR. THE INSTALLATION OF CATCH BASINS SHALL INCLUDE FINAL ADJUSTMENT AS CASEY JONES: NEW CONSTRUCTION EMAIL: bill_inamaOcable.comcast.com CV Details TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST MAY BE REQUIRED TO FINISH GRADE. INSTALLATION WITH THE PAVED ROADWAY SHALL BE CELL: 425.508.7335 THREE (3) FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. PER THE CITY OF ANACORTES TYPE I CATCH BASIN WITH 18-INCH BARRIER CURB DETAIL FAX: 360.527.8302 CASCADE NATURAL GAS Cn B. OVERFLOWS, SPILLWAYS, GRAVEL FILTER WINDOWS, MUST BE CONSTRUCTED PER PLANS AND UNLESS SPECIFIED AS A THRU-CURB INLET. EMAIL: CASEY_JONES®CABLE.COMCAST.COM Jim Hobbs C"7 Details SPECIFICATIONS. NO DEVIATIONS. AS-BUILT FOR VERIFICATION REQUIRED. D. CASCADE NATURAL GAS OFFICE: 360-336-3911 U. CAST IRON FRAME FOR TYPE I CATCH BASIN SHALL ACCOMMODATE A 20-INCH X 24-INCH CELL: 360-941-0499 Ted McCammant C. QUARRY ROCK MUST BE SOUND "HARD" DURABLE ROCK. NO RECYCLED MATERIAL. GRATE. OFFICE: 360.336.3842, FAX: 360-336-2564 4..) D. GRASS LINED SWALES SHALL BE CONSTRUCTED PER THE DETAILS PROVIDED. NO DEVIATION Cell: 360-708-4689 EMAIL: james.hobbsOcngc.com O ALLOWED. ALL SWALES MUST BE OPERATIONAL BEFORE ACCEPTANCE. V. A LOW PRESSURE AIR TEST AT 5 PSI FOR 15 MINUTES FOR SEWER MAINS IS REQUIRED. THE FAX: 360.336.2564 PUGET SOUND ENERGY E. CATCH BASINS MUST BE SET TO LINE GRADE USING NO MORE THAN TWO (2) ADJUSTMENT CITY OF ANACORTES MAINTENANCE CAMERA CREW WILL VIDEO SANITARY SEWER AND EMAIL: ted.mccammant®cngc.com CONSTRUCTION SEQUENCE Z BRICKS. STORM SEWER MAINS. CALL 360.293.1921 TO SCHEDULE APPOINTMENT. 48-HOUR Jane Major-Municipal Construction NOTICE REQUIRED. (SECTION 7-17.3(2)H). E. PSE/INTOLIGHT Planner Ct F. MINIMUM 1-FOOT SEPARATION BETWEEN PIPES IN TYPE II CATCH BASINS. OFFICE: 360-766-5571 r I Lane Mahler, Project2-3Manager CELL: 360-791-2748 1 . INSTALL TEMPORARY EROSION CONTROL MEASURES. 8. RESTORATION OF RIGHT-OF-WAY: W. THEIPCONTRACTORETA SHALL BE REQUIRED TO PLACEMUMMETALLIC TAPE OVER ALL NON-METALLIC OFFICE:L: 425-462-3624 f•1 PIPES. THE METALLIC TAPE SHALL BE A MINIMUM OF 2-INCHES IN WIDTH AND PLACED CELL: 425-429-1356 EMAIL: Jane.major®pse.com ,�� M--�� A. CONTRACTOR MUST LEAVE THE RIGHT-OF-WAY, EQUAL TO EXISTING OR BETTER CONDITION. CONTINUOUSLY THE LENGTH OF THE STORM DRAIN TRENCH. FAX: 425.462.3149 Frontrier 2. COMPLETE OFFSITE STORM WATER IMPROVEMENTS. C 0 B. PLACE COMPACTED TOPSOIL (SECTION9-14.1(1), EMAIL: lane.mahler©PSE.COM Bret Murdock (2) AND (3)) AND SEED ALL AREAS X. ALL TRENCHES FOR STORM DRAINS SHALL BE IN ACCORDANCE WITH THE SECTION 7 OF THE 1 ;5 DISTURBED BY EXCAVATION. (SECTION 9-14.2) CURRENT WSDOT SPECIFICATIONS FOR ROAD, BRIDGES AND MUNICIPAL CONSTRUCTION. OFFICE: 360-707-0641 +� CELL: 425-417-7085 C ALL DRAINAGE NCE. (SSYSTEMS 7-07.3)MUST BE FULLY CLEANED, RESTORED AND OPERATIONAL BEFORE FINAL Y. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SOILING BASIN SHALL BE FAX: 360-757-4338 PROJECT DATUM ,-. c.) .•- MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE EMAIL: bret.t.murdockOftr.com NAVD88 AT TOP OF C 9.FINAL INSPECTION AND ACCEPTANCE: ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION AS AN INFILTRATION SYSTEM,SEE SECTION 1-05.1 1 AND SECTION 1-08.5 THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST r� S D M H R i M IN NE THREE (3) FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. +? C..) A. WHEN THE CONTRACTOR HAS COMPLETED ALL OF THE WORK ON THE APPROVED PLANS, THE DEVELOPER: OWNER REPRESENTATIVE(PROJECT MANAGER) CONTRACTOR WILL: Z. OVERFLOW, SPILLWAY, GRAVEL FILTER WINDOWS MUST BE CONSTRUCTED PER PLANS AND COMPANY NAME: Madrona Real Estate Investors CORNER OF P W# 19 - 13 6 - D EV o C/D SPECIFICATIONS. NO DEVIATIONS. AS-BUILT FOR VERIFICATION REQUIRED. - COMPLETE THE "FINAL INSPECTION GUIDELINES FOR CONTRACTORS INSPECTION FORM". OWNER NAME: Brad Augustine NAME: James Sullivan INTERSECTION NEAR Cl OFFICE: 206-623-7662 - GIVE THE COMPLETED "FINAL INSPECTION GUIDELINES FOR CONTRACTORS INSPECTION FORM" M. QUARRY ROCK MUST BE SOUND "HARD" DURABLE ROCK. NO RECYCLED MATERIAL. OFFICE: 206-623-7662 Ext 107 This plan sheet is accepted for construction in accordance with the O O CELL: CELL: 206-538-2951 TO THE PUBLIC WORKS INSPECTOR AND REQUEST A SITE INSPECTION. ALL SITE INSPECTIONS FAX: pp�� » » City of Anacortes ordinances and policies. Actual conformance of the ARE ON WEDNESDAY BETWEEN 9 AM TO 12 PM. BB. GRASS LINED SWALE SHALL BE CONSTRUCTED PER THE DETAILS PROVIDED. NO DEVIATIONS FAX: CURB AT 18TH CX 0 design with applicable laws is the sole responsibility of the EMAIL: Brada®MadronaRealEstate.com ALLOWED. ALL SWALES MUST BE OPERATIONAL BEFORE ACCEPTANCE. EMAIL: JamesS®MadronaRealEstate.com professional engineer, whose name and stamp appear on this sheet. B. THE PROJECT MANAGER, ENGINEER OF RECORD, INSPECTOR, CONTRACTOR AND OTHER CITY AVENUE. Acquiring, complying with, and providing mitigation for all Federal, OF ANACORTES DEPARTMENTS WILL WALK THE SITE AND CREATE A PUNCH LIST. THE CONTRACTOR CC. MINIMUM 1-FOOT SEPARATION BETWEEN PIPES IN TYPE II CATCH BASINS. ENGINEERING FIRM: MATERIAL TESTING COMPANY: State, County, and Local Laws, permits, and mandates, includingbut WILL COMPLETE THE PUNCH LIST AND CHECK OFF EACH ITEM, THEN RETURN IT TO THE INSPECTOR r h SHEET NO. FOR REINSPECTION. THE INSPECTOR WILL VERIFY THAT ITEMS ON THE WALK THROUGH ARE COMPLETED. COMPANY NAME: Herrigstad Engineering PS COMPANY NAME: not limited to the Endangered Species Act, Federal Wetland Permit, DUST CONTROL NOTES OWNER NAME: Dale Herrigstad ELEV. =30.09 State Department of Fisheries Hydraulics Permit, Federal Flood Plain C. THE CITY WILL NOT MAKE THE FINAL INSPECTION UNTIL THE PHYSICAL WORK REQUIRED BY THE OFFICE: 360-299-8804 OWNER NAME: P Y CONTRACT AND APPROVED PLANS, INCLUDING FINAL CLEAN-UP AND ALL WORK ORDERED BY THE - CELL: 360-770-2585 OFFICE: the es, nsiional the Developer,per Landowner, Elimination and System Permits i. PROJECT MANAGER, HAS BEEN COMPLETED. (SECTION 1-05.11) FAX: CELL: NAVD88 the issuance of of p llnot be construed their Engineer. 1. Dust control shall be maintained during construction by watering the FAX: The issuance of this permit shall be construed as proof of D. FINAL APPROVAL OF THE PROJECT WILL NOT BE GRANTED UNTIL "AS-BUILTS" OR "DRAWING construction road when and where truck traffic is concentrated. EMAIL: dale®herrigstad.com EMAIL: compliance with applicable laws and permit requirements. REV.: B OF RECORD" (BOTH DIGITAL AND HARD COPY) HAVE BEEN RECEIVED AND APPROVED BY THE JOB NO: 2018-11 PROJECT MANAGER. \. HER,y/ - E. THE CONTRACTOR MUST FURNISH ALL DOCUMENTATION REQUIRED BY LAW, TO ALLOW THE CITY EROSION CONTROL SUPERVISOR: c of wasN,ti Gis DATE: October 2019 OF ANACORTES TO PROCESS FINAL ACCEPTANCE OF THE CONTRACT. NAME: TBD P G,i CITY ENGINEER DATE OFFICE ace 0) 4; ,� oZg The acceptance will expire one year from the date SCALE: Noted 10. MISCELLANEOUS: CELL • ,40 !al noted above. DRAWN: D. HERRIGSTAD A. AS-BUILTS/DRAWING OF RECORD: REFER TO "GEN-13 - DRAWING OF RECORD". EMAIL: q 27807 CHECK: D. HERRIGSTAD B. UTILITY LOCATE NUMBER: 1.800.424.5555. REQUIRED BEFORE STARTING ANY GROUND WORK. 'PO/.fe.,, STE 12- 18-2019 ev. C , December 18 , 2019 SHEET "7 OF w F+ TYPE 2 SDMH y a RIM ELEV.=18.74' INV. OUT = II 12' CONESDI sn ti • SD a, EXIST. TYPEI CB TYPE! CB r RIM ELEV.=18.82' INV. OUT = 15.57'in d CID z - - - - - - 0 0 2 O TYPE1 CB I a I di _ __,-- r EX, CB TYPE1 EXIST. TYPE1 CB �' Lb RIM=21,29' I RIM ELEV.=19.71' i i I.E.=19,68' INV. OUT = 17.49 1 az 1 - - q w a �' EXIST. 8" PVC SD — — i — - - - } �I cc I as as EXIT. 8" PVC SD a$ s ,_ r� X. C<B ITYPE1 EXIST. 8" PI C SD A i �l� 2EX CB TYPE1 121 40,0' U ps o 40,0' ceD 10 9 IM=22,44' 7 I RIM 19,94 I I U w -4 E, 19,8 I,E,=17.57 I3 H I = I W/ OIL/WATER Iup CO� � cm c SEPARATORry, a 1 1 r I I 1......1 why EXIST. 8" PVC SD 1 w i x w !1•� x 0 I ? I EX, CB TYPE1 1 1 w o 0 I - 4\- 1 II I RIM=20,27' 1 PA�/ED \I IA EXIST. 8" PVC SD EX, CURB SD I,E.=1�iI,90' 111 ~. A PARKING SD I I I L EX, CB TYPE'l - -�— - - 1 J I - / I RIM=2L96' INGRESS/1 I ti w I �� 4C I.E.=20.81' EGRESS I _ �� J'�0 `' ) EASEMENt AF LEGE \ � a �, ���� EX. SSMH I #9812040p03 a Ns —�/ _�, - L-034 I 0 SEE GENERAL I FENCE X X X X X III RIM=23,6 ' I INFORMATION I GAS a -- — — �— — — - E,-16,0' NO1 : -9. SANITARY SS SEWER EXISTING ASPHALT EX. 8" PVC SS 1 ,+ ill I ST RM VI ss (ID SEWER SD b N / 28.06' SS //26A7'ss 25,41� _ _ p 1 WATER W '-" EX. SSMH x EX. URB u ` L-034 r T SFN ENCLOSURE I 24,08' _ I MAIN a.4 �, I OVERHEAD POWER —— OP----oP----0P----OP--- ct cn c9 RIM=28.83' GARAGE - 'x� 1 , I I OVERHEAD TELEPHONE --OT----OT----OT----0T--- W I,E.=15.73' I 28.31'� 1 23.88 SDCB 0cu rn x i I SSMH V WFH2 a LI WGV N cd et up HAVE / 23,11' I WMET ® +� la) W I BEEN - I _ I b CI / EMUVEB x 1 In - - 1 � 1 � F i )1 x z 4' I 1014 22,87 A-7' SItEWALK I N I HOUSE I p 18TH ST, K 10 28,98'N, 1020 " q 18TH ST, 12 1 13 14 x15 17 18 19 20 _ 16 I r--4 I 11 x II� I _ 0 I 40 0' I it in Q o � 1 i_ - ri (23,36 w ci LiLi' 25_ 6' qi) I ir, 29.44'y ® N26,75' EXIST. 6' SIDEWALK —30 • : WM ) MatSD8„ CMP SD SD SD \u�i, EX. FACE OF CURB 27,25' 26,71' EX, CB TYPE1 EXIST, SDMH 18 t h SIRE - T RIM=22,03 RIM=30.09' 28,86' 27J2 �- 27,5 --► � I,E.=20,21' I.E.=24,293 _ _ - '_ _ - - - - - - ° - C.) P° N S 89°58'54" E 379,63' d FOUND MONUMENT U cn - �, w w W W W �, �, w I WITH CASE & EX. 6" DI WATER COVER 5-3-2014 . as . � ti - - I PW # 19 - 136 - DEV ;? Pt This plan sheet is accepted for construction in accordance with the II 0 City of Anacortes ordinances and policies. Actual conformance of the W design with applicable laws is the sole responsibility of the professional engineer, whose name and stamp appear on this sheet. GRAPHIC SCALE Acquiring, comp iing with, and providing mitigation for all Federal, SHEET NO. State, County, and Local Laws, permits, and mandates, including but 13e0 10 20 40 80 not limited to the Endangered Species Act, Federal Wetland Permit, 20 State Department of Fisheries Hydraulics Permit, Federal Flood Plain Permits, National Pollutant Discharge �imination System Permits is the responsibility of the Developer, Landowner, and their Engineer. ) The issuance of this permit shall not be construed as proof of REV.: - ( IN FEET compliance with applicable laws and permit requirements. 1 inch = 20 it �, HER JOB NO: 2010-11 c OF was R DATE: Dec. 2019 tP CITY ENGINEER DATE SCALE: Noted I) I " ti Z The acceptance will expire one year from the date noted above. DRAWN: D. HERRIGSTAD -o 27807 4 CHECK: D. HERRIGSTAD -9, 27807 12- 18-2019 7Rev , C , November 18 , 2019 SHEET 2 DF! W TESC NOTES rz o A. A Certified Erosion and Sediment Control Supervisor Is required. The ESC Supervisor -itmust have attended and Erosion and Sediment Control class within 3years from today's ›-1 -- (--- EX. CB TYPE1 � ' date. Must provide certification card. as cD EXIST, TYPE1 CB RIM=21,29' RIM ELEV.=19.71' B. The Certified Erosion and Sediment Control Supervisor will oversee and be responsible I (--- EX. 5' SIDEWALK INV. OUT = 17.49 1 for all erosion control, The facilities shall be inspected daily and maintained to ensure 1 LE.=19,68 P Y �, proper functioning, Written records shall be kept of weekly reviews and after everycn Q x — — — — — — — — — _ _ �EXIsT. 8" PVC SD significant storm event of the ESC facilities during the wet season (October 1 to April Z �� �' GS as 30), Monthly reviews during the dry season (May 1 to September 30). Written records shall r r� EXIST. 8 PVC SD EXIST. 8 PVC SD be turned Into the Project Manager or Inspector on a weekly basis at the weekly x n EX. CB TYPE1 / EX. CB TYPEI scheduled project meet(ngs, w 40 0 " RIM=22,44' (t RIM=19,94' 40,0 x C. Shall be in place per the approved set of plans prior to any construction start, .d. I x E,=19,84' _ LE.=17,57'11 o x co I 1 W/ OIL/WATER I D. The erosion control shall be inspected once a day and modified to meet the surrounding IM SEPARATOR i I conditions as needed. 1 E. Provide a sign displaying a 24-hour contact number and name of the ESC Supervisor. ~ '` I The letter size shall be a minimum of 2' letters, This shall be in place prior to W '" • EXIST. 8 PVC SD- HIGH VISIBILITY FENCE AG a w construction start, Remember, the look of the sign will be a reflection of the Contractor � a4 o ALONG PERIMETER J x G� and Developer and Development. _ A �c EX. CB TYPEI [� r� c� DOE BMP C103 0 x ° p-+ o Lil " , I la PAVED r EXIST. 8" PVC SD RIM=20,27' F. The storm drain system and existing ditches shall be cleaned daily (Section 707,3). All x x PARKING EX. URBS SD I.E.=17,90 I drainage systems shall be cleaned to the acceptance of the City of Anacortes prior to q w c�\i — — SD acceptance of the project, i-, x W x -EX. CB TYPE1 — c5 O Iy0-7 V RIM=21,96' INGRESS/ L�__I G, Stabilized construction entrances and roads shall be installed at the beginning of wI ° x � I,E,=20,81' EGRESS I construction and maintained during the duration of the project, Additional measures may �' W<E �'z O fl be required such as wash pads to ensure that all paved areas are kept clean, No mud isFTC x w�7 • /-I► CB INLET PROTECTION WITH EASEMENT AF W allowed to enter onto Citystreets, '�i = CONSTRUCTION ENTRANCE DOE /Ns �P #9812040003 x i WSDOT I-40.20-00 H, An sails ex osed that will not be disturbed for two (2) days during the wet season or w oa x BMP C105 �� INSERT FILTER SOCK SEE GENERAL I seven (7) days the dryseason shall be immediatelystabilized with DOE FIGURE II-4.1 ,1 . EX. SSMH INFORMATION `[[ Y the approved ESC Cep DOE — _ — — j L-034 methods (seeding, mulching, plastic covering, etc.) L A RIM=23,65' NOTE 9. SAWCUT EXISTING ASPHALT Ex. a' PVC s LE.=I6.0' ___I I, Two (2) weeks prior to the beginning of the wet season (October 1), all disturbed areas __ n Jj ss 28,06' 26.47' s �[ shall be reviewed to identify which ones can be seeded in preparation for the winter W EX, SSMH SAWCUT- < '�Z . - 2 41� 1710 CBMMERCIAL AVE I 1---1 rains, Disturbed areas shall be seeded within one (1) week of the beginning of the wet TRASH o o• . o �l • • • (__) season. A sketch map of those areas to be seeded and those areas to remain uncovered L-034 , ° ° o o ; r k EX. c, /RECYCLE 0000„�••o°oly �� 24.08' 1 rrrrrrrr shall be submitted to the Project Manager. The Project Manager can require seedingin U RIM=28.83' I P 55160 0.0°• ; : .„ 1\: 11 xll fi FY 1 additional areas in order J g J g q / °°°• r!� ii►`6`, SEDIMENT TRAP W ode to protect surface waters, adjacent properties or drainage LE.=15J3 x o°o° °o°o / o. v, facilities, 28.31' PARKING LOT WILL °°o.,0000 %� �` 3'88 DURING CONSTRUCTION 11 > �' BE STABILIZED WITH i o°•oo°o°g SEE SECTION B-B BELOW J. Penalties for an Erosion Control violation are subject to a $300 to $1000 fine under cu x CRUSHED SURFACING °O•°°°°° \ I Chapter 17,66 - Penalties for Violation. Each day is considered a different violation, HIGH VISIBILITY FENCE FOR CONSTRUCTION appr ' SILT FENCE 1 U K. Remove all temporary erosion control measures when thea) ALONG PERIMETER PARKING \�� 1 DOE BMP C233 are stabilized, p y site Is landscaped and soils •-' � DOE BMP C103 I \\\\') DOE FIGURE 1 a, L. All Dewatering shall dischage into a sediment trap or sediment pond, s OR CHAIN LINK FENCE F a " I APARTMENT J / p 55 — 27,33 ` ,87 00 BUILDING 27 59 i \ BMP C154 7-7' SIDEWALK M. The contractor is to provide to the city Inspector their spill prevention program to W - 28 98' x �r 4,432 SF 'j co 4 CONCRETE inplaceduring4,74 Q, be construction, ao \ co FLOOR '�r All WASHOUT AREA Q 1 i� RISER 4‘.1 N, A sign shall be posted at the projext site that complies with AMC chapter 17.40,060(E) C +, '• regulating signage within the City of Anacortes, The sign shall advertise the name and c cmELEV =28,63� RUUM hone number of the Contractor who is accessible 24/7 to handle complaints, i-- cwI x / "' ' BMP C123 Q 1 p �1 COVER SOILS F GCS b U. Work hours are limited to 7100 AM to 10:00 PM, Sunday to Saturday. No work outside � 4 53' _/ 23,36 STOCKPILES. 40,0 these hours are permited. .tri_., CO PERPENDICULAR CURB I--) 10' 1 ;000000000 / CONSTRUCTION �; RAMP B WSDOT STND °00°°00°o JOB-SHACK — — — — — 1H °' PLAN F-40,15-03 - ,1,o 2 RETAINING o0000000 6' - -I 29.44 WALL 000"�0000tt o SA�/CUT1/4‘ it < < ° a ° imams � . a 30 \11L Xd X �(�( • X ' , 26 7'' 1111 EXIST. 6' SIDEWALK ' I �� Ft in ii SD �� • EX. FACE F CURB — — —��'6,71' - s • r'•'•t EXIST, SIMH /28,86/ 727 25' CB INLET PROTECTION WITH EX, CB TYPEI 27,72' SAWCUT� CONSTRUCTION ENTRA CE DOE r-T--4 .--+ RIM=30 09' BMP C105 WSDOT 1-40.20-00 - RIM=22.03' — I.E.=24.29' _ _ 18 T H STREET DOE FIGURE 11-4.1 .1 . — INSERT FILTER SOCK — — �� I.E.=20.21' HIGH VISIBILITY FENCE — ALONG PERIMETER d DOE BMP C103 ,, y W �EX, 6" DI WATER W W W W W 4' WATER TAP FUR FIRE REMOVE WATER METER r----d REMOVE WATER METER SURVICE LINE TRAP WIBEDISCO C1 -ATIC I O nrin nTcrnmmrrT AT , , , , CD r 11 ' ' 1 ' 4 GRAPHIC SCALE ..,...d5 _ _,/ 1 ' OVERFLOW DISHARGE TO STABILIZED 20 D 10 20 40 80 0 r---� — /� 2'-4' ROCK `J RIPRAP CONVEYANCE 0 ff 3;1 SIDE °BOTTOM ELEV. 3:1 SIDE 1 , ,� �, SLOPE 3. 5 - 285' SLOPE ••' ( IN FEET ) FLAT BOTTOM 3/4'-1,5'� ` i inch = 20 ft. WASHED ROCK GEOTEXTILE 0 • � PW # 19 - 136 - DEV ' - TYPICAL TRAP CROSS SECTIO\ 3 - 3 c ct SCALE 1 a=5 This plan sheet is accepted for construction in accordance with the �--4 City of Anacortes ordinances and policies. Actual conformance of the design with applicable laws is the sole responsibility of the w 6' professional engineer, whose name and stamp appear on this sheet. Acquiring, complying with, and providing mitigation for all Federal, 1' MIN, DEPTH State, County, and Local Laws, permits, and mandates, including but SHEET NO. not limited to the Endangered Species Act, Federal Wetland Permit, OVERFLOW State Department of Fisheries Hydraulics Permit, Federal Flood Plain (V 3 III=1IH�-II1 SPILLWAY IGIE-111 1/ Permits, National Pollutant Discharge Elimination System Permits is 1`/ — — I— I I I I— I1=1 T 1=_i-t the responsibility of the Developer, Landowner, and their Engineer. I I nI I I t 2'-4' ROCK IIE The issuance of this permit shall not be construed as proof of REV.: — 1 II E I I compliance with applicable laws and permit requirements. = II— 3/4'-1,5' \c, HER/ JOB NO: 2018-11 GEOTEXTILE 11�f--I I Ij F of WASH, ' WASHED ROCK �� ti� DATE: Dec. 2019 • yP ak y� CITY ENGINEER DATE SCALE: Noted TRAP OUTLET SECTION C - C :1) The acceptance. will expire one year from the date ', noted above. DRAWN: D. HERRIGSTAD a i q9,, R C7807 :7 0 \� CHECK: D. HERRIGSTAD SCALE 1 =5 cSS/oNALvNG 12- 18-2019 Rev, C , December 18 , 2019 SHEET OF I I EX, W CONC. SD I SD -----py E-4 I N TYPE 2 SDMH Ga REPLACE WITH 48 LF 12" EXIST, TYPE1 CB a RIM ELEV.=18,74' TYPE1 CB x RIM ELEV,=18,82' CPEP SD INV. OUT = 15,57' Gp _SLOPE=0,005 FT/FT - _ 1 7 t STREET R E E T 180 LF 12' CPCP SD o I� IWA VALVE TYPE1 CB SLOPE=0.005 FT/FT ti o W w w w w w - w w W� EX. 12" AC WA/ REPLACE Ti C z REMOVE XMOC E TYPE1 ::::---(2) WM I ; f RIM=19,01' EX. FIRE HYDRANT Ex1sT, TYPE1 CB I,E.=15.81' RIM ELEV,=19,01' r AIM=21,29' �� mv. out = v,46 CB TYPE1 I.E.=19 68 !� �'' 12 LF 12' CPCP SD o _ _ RIM=22,50' _ 2284" - SLOPE=.0050 mo - INV,=18,47' 4/._ mo as as - - - c ` - ,; Sn Sa Sa as Sll°� ill - PERKFILTER I �'' o ti \ EX. CB TYPE1 STEEL CATCH BASIN • 40 0 22,�5' 22,30' \ RIM=19.94' 0 q a -- r FOUR CARTRIDGE = Q,1 °" "� <, a4 23,10' I,E.=17,57' - RIM = 19.94' o ,7 F� Q I I \"�22.43' FLOOR W/ OIL/WATER 1 I.E. cep ca = 16.00' UT a 6,5' t2,4322,33' SEPARATOR 77 LF 12" N I,E, IN = 17,5 "2 EXIST. 8" PVC SD Hxo I CPEP SD ��• Mr I � C,5 � � c>~ w � �� H C\/ SLOPE=0,005 23,39 \ 39� 23,29 EX. CB TYPEI I w / I $ 0 C\ �� RIM=20 27' x rii- w • EXIST. 8 PVC SD Ior. N. LE.=17,90' _ W x W 3 4,1s' �s', a SD sr) W x = o NEW SSMH 23,59' �_ EX. CB TYPE1 — — — — — W Q ICI (NO DOGHOUSE MH) = 24,26 22s3 W �, CB TYPEI c�, RIM=21,96 INGRESS/ I '� a ,4' 1 RIM=26.1' RIM=24.3' �� �� LE,=20,81' EGRESS N ,D I I,E.= 15,8 INV.=18.86' i�o �� / I L E G E \ w_CI 15LF8' PVC SS � c�' �`S- EX. SSMH EASEMENT AE J DRIVEWAY ENTRPNCI TO BLDG WITH • c? �P� L o34 #9812040003 LLJIRON LID 36 LF 12" �'� RIM=23.65' SEE GENERAL I WSDOT STND PLAN a ,�� �� LE,=16,0' FENCE F-80.10-03 TYPE 4 _ _ 1 _ _CPEP SD— _ _ PIPE INV.=19.52' INFORMATION 1 Q GAS a - - NOTE 9, N SANITARY 1 SLOPE=0.005 SEWER ss S 19' EXISTING ASPHALT EX, 8' PVC SS ��, GAS VALVE + kappH 1 2'X5' CONCRETE 18' QSTURMso �,ss / 28.06 ss f ss t ss 25,41' �� ��J 26, " PERK-FILTER CATCH BASIN ,__I CD cn SEWER EX. SSMH y n —`i�+�'S �W.,1 RIM=25 00' I U WATMINER W L-034 I `I /R CLE 4 %M�i '\ 24,08' INV. OUT=22,33' I (Y �' y OVERHEAD POWER --oP----oP oP----oP--- D RIM=28,83' - , 25 �' W pVERHEAD TELEPHONE --or----or----or----or ,� 7 �26,1 \\\ 23.88 — A SDCB o I.E.=15,73' 28,31'� °' / \ SECTION B B > ssco a., �29,�5 25,43' c SHOWN BELOW I C] WFH2 SSMH ® n v) a " INV, 9 23,11' I U 4444 WM ET ® , v' 4. 28,63, ELEV, 7�4 LF 6' wVC SD CURB/GUTTER AND SIDEWALK WORKMANSHIP AND AESTHETICS ", cm Z a 19,41 / SLOPE=,005 \ 1 . CURB/GUTTER AND SIDEWALK CONSTRUCTION SHALL FOLLOW A TRUE AND En $ CAPARTMENT \ 6 q UNIFORM HORIZONTAL AND VERTICAL ALIGNMENT. +� N O QC w -27,33 22 87 :It BUILDING 27,33 /�\ (5� I 2. THE VERTICAL AND HORIZONTAL SURFACE SHALL BE A SMOOTH BROOM .' I FINISH WITH NO DETECTABLE FINISHING BLEMISHES, UNDULATIONS, RIPPLES, __� cd C� y 28'98 </ 4,432 SF 27'CO J' Q27,49' ` SWELLS, WAVES, RUTS, FURROWS, GRAFFITI OR OTHER OBJECTIONABLE MARKS. ' C.) r+ C!] FLOUR 27.1O THE END RESULT SHALL BE A NEAT AND PROFESSIONALLY FINISHED SECTION A—A RISER SHOWN BELOW ELEV,=28,63' ROOM— 2l) 19' I 3. THE EDGE FINISH ADJACENT TO THE EXPANSION JOINT MATERIAL SHALL BE O r q 1710 COMMERCIAL AVE CLEAN AND FREE OF EXCESS SLURRY. THE EXPANSION JOINT MATERIAL SHALL t�� 0 n olo, q BE TRIMMED TO A LEVEL EVEN WITH THE ADJACENT CONCRETE RESULTING IN ,...� 6,5' r 53' �.66' ti� ` /23,36' t v) y A NEAT AND PROFESSIONALLY FINISHED APPEARANCE. CV PERPENDICULAR CUR : V V \\`\ �6 ':,3' zi 4. THE CITY ENGINEER IN HIS SOLE DISCRETION RESERVES THE AUTHORIY TO rr� RAMP B WSDOT STND 1 \ 10' c 7.06' 1+ is — — — — — — — _ o ORDER THE REMOVAL OF SECTIONS OF CURB/GUTTER AND SIDEWALK THAT DO , r1 v ty — — NOT MEET THE WORKMANSHIP AND AESTHETIC STANDARDS OF THE CITY OF • r PLAN F-40.15-03 20, — — 1 ANACORTES. r N-"1 2' RETAI59 6' 29.44_.-----) AI 27.70' o 27 25' `r' 6', S DECO ALK 5. SECITONS OF NEWLY CONSTRUCTED CURB GUTTER AND SIDEWALK THAT IIIMMIS a ® ° �26,75' EXIST. 6' SIDEWALK PP �M e WMPP WM 8" CMP SD EXHIBIT CRACKING FOLLOWING THE CURING, SHALL BE SUBJECT TO REMOVAL GUY 8.5' AND REPLACEMENT. SD SD — CRACKING RESULTING FROM SUB—BASE FAILURE OR CONSTRUCTION SITE snlit �7 \ X. CB TYPE1 I DAMAGE SHALL LL BE IMMEDIATELY REMOVED AND REPLACED TO THE NEAREST EXIS , SDMH t EX. FACE OF CURB / 27,25 bRIVEWAY ENTRANCE o� EXPANSIONAT THE DISCRETION OF THE 27,72' c WSDOT STND PLAN RIM=22.03 — MINOR HAIR LINE STRESS CRACKS MAY, RIM= 0,09' 28.86' n I.E.=20.21' PROJECT MANAGER, BE MONITORED AND RE—EVALUATED FOR POSSIBLE I.E.=2 ,29' _ j _ _ 18 TH STREET _ 3 F-80.10-03 TYPE 4 — _ _ _ — I� - REMOVAL AT THE END OF THE MAINTENANCE PERIOD. .— pip y Stili,„....,...\ FOUND MONUMENT +-) W W W W W u W W w WITH CASE \_EX. 6" DI WATER 4' WATER TAP FOR FIRE REMOVE WATER METER REMOVE WATER METER SURVICE LINE AND DISCONNECT AT AND DISCONNECT AT W/ 4' DI VALVE MAIN MAIN AND 2' TAP FOR DOMESTIC Cl..)— — — — WATER LINE WATER METER SIZE TO BE DETERMINE BY CITY GRAPHIC SCALE CD PW # 19 - 136 - DEV 20 0 10 20 40 80 This plan sheet is accepted for construction in accordance with the City of Macortes ordinances and policies. Actual conformance of the design with applicable laws is the sole responsibility of the EXIST. GRADE professional engineer, whose name and stamp appear on this sheet. E IN FEET ) 3.3' Acquiring, complying with, and providing mitigation for all Federal, Ls, EXTRUDED 1 inch = 20 1t. State, County, and Local Laws, permits, and mandates, including but Z RETAINING WALL CURB not limited to the Endangered Species Act, Federal Wetland Permit, SHEET NO. j 6' SIDEWALK SEE PLAN 2' ASPHALT SHORT State Deportment of Fisheries Hydraulics Permit, Federal Flood Plain 3' CRUSHED ROCK XTRUDED RETAINING EXIST, Permits, National Pollutant Discharge Elimination System Permits is CA P J FLOOR ELEV.28.63' 4'-8' GRAVEL PITRUN BASEj URB EXIST. GRADE WALL DRIVE L� 30' the responsibility of the Developer, Landowner, and their ngineer. The issuance of this permit shall not be construed as proof of compliance with applicable laws and permit requirements. REV.: — 25 JOB NO: 2018-11 A _ S E C T I 0 \ 3 - 3 �oH Asi,, CITY ENGINEER DATE DATE: Dec 2019 S E C T I _ \ (� SUB GRADE COMPACTED /EXIST. TO 93% EXTRUDED iv�PE ' o The acceptance will expire one year from the date CURB SCALE+ 1'=20' HORIZONTAL/ 1'=10' VERTICAL IF , noted above. SCALE: Noted SCALE 1'=20' HORIZONTAL/ 1'=10' VERTICAL DRAWN: D. HERRIGSTAD -o 27807 i, CHECK: D. HERRIGSTAD 'Po", tots-mit°(-,P 12-18-2019 FSSioNALE� Rev , C , December 18 , 2019 SHFFT4 OF W E-1 • Q 'THIS MUST BE FILLED OUT BEFORE MANUFACTURING BEGINS' APPROVED W/NO EXCEPTIONS TAKEN: ❑ APPROVED AS NOTED: ❑ aci REVISE ANDRESUBMR: ❑ Figure 11-4.1.1 Stabilized Construction Entrance sit NOT TO SCALE Cip SIGNATURE DATE 4' 44' 4' 0 STRUCTURE ID(s): 1--1 f- G c. STAINLESS STEEL BAFFLE HOOD // i:4 r QUANTITY: ONE(1) (1 / \ no i=. ►'v11.14ti 1 ,t•ri•.t,�a1141t111111�1 ••• NODo DOWN DESIGN NOTES: tAg� ' / / .i O ? o o I�N�1�1�1,111• aN111/11N1. BAR 1 DESIGN LOADINGS: V`S� ice• / CO �I 1---.' � _ fV/1 4•-••„ `. .11V 4 :IX 10 Fa1F'•E1® A. HS-20 TRUCK WHEEL LOAD WI IMPACT. - • ' cr_-T1 _ - 111 ‘, 111^f ( ) co a _ n nIJTIRIOGE srAac C. WAITERTABLE:ITOPOFSTRUCTUREIli •r� ••a Ii eve, I (ASBUMED). •. �r • ► CA l� I - 11.4.1. 1. I�.1.Y - uuuuululnmmm D. DRY LATERAL EARTH PRESSURE(ER�:40 '>����� -oTlt� II-,1 (t y.c9•,.,. r•.;�1t1it FA 111111111111111a"111111 / �. • • F _ N 1111111111111111111111111 , • • •. • •r ►111°, 11/1 F n1111111111 / L v p4 I NII1t - ♦111N1 _ �� ��\ iuun11n1unnwuu E. LATERAL LNE LOAD SURCHARGE:80 PCF. �'�/ �' ��rr_��������.�� 100'min. 1111111,.. 7 it11111f - m1amam1111111111I �r • ♦ •: •. O i ♦• • .•• ♦♦ l " IIIIIIIIIIIIIISIIIISIIIII A. 2SDAYCOMPRESSIVE STRENGTH:fc2. CONCRETE:uuuuunulnnnuu r .• 11 nnuuuuuuuuuw Er ' I \ L , 0 II • iiiiiiiiiiiiiiiiiiiiiiiii 5000 PSI. ������� ���� w Qi 11 4 111111111u"n1uu11111 ♦ •. L Wetter..L • tel O mm�nlmnnn111„ 3. REINFORCING: 1111111111111111111111111 A. RFDAR:ASTM AS15OR A•708 GRADE 60. 'I���I„I�I�I�♦ . I gig // uuunnnun1111m11� IIM18B drrYe is • • •r • • •" T ` w 4-1 G _- B. MESH:ASTM A•laea GRADE 85. I I I I I I l ,l ¢, W - • • - culvert present � i�i �ti•, tr i v Q 24'x2C TRAFFIC RATED \2(x2rtMTED -An a. CEMENT:ASTM G150. ACCESS COVER wit GRATE. SOLID ACCESS COVER �� 5. DESIGN SPECIFICATIONS&CODES: 4"-8'quany p•,I:IaIi Ic I� cQ E-1 wr tQ PLAN VIEW STAlwESSST L A. ABTMCS58,ASTMc913. L• WEIR WALL spells ‘ Si j.y.j:�_ll (INTERNALS NOT SHOWN FOR CLARITY) B. AC ST BUILDING CODE. .€:-� .� .� .�. CJ r^-I ¢I 6. PRECAST DESIGN DOES NOT INCLUDE ANY �..•._•.-.•.-,•1irdt r•.�.. Lb E--y SCALE:3l4'.1'-0' LATERAL OR SURCHARGE LOADS FROM �...IS �t��11,I�1/�1t OTHER BUILDING OR FOUNDATIONS Geotextile 1..., �'�'�•l'I'e'-L :" cg I� I�.I:IlI�.1� ADJACENT TO THIS STRUCTURE.THIS =♦.=.•--•r-•�'--••S•o W E" rJj SECTION F-F (INTERNALS) STRUCTURE SHALL BE KEPT A MINIMUM OF 1:1 �Q /�I‘IIa1 = •-all-,ar-.ei.- Qom' FLD. W SCALE:3/4•=1'-0' RATIO AWAY FROM OTHER FOOTINGS OR w E--I FOUNDATIONS. X•t.., l ;' *ire O CONTRACTOR NOTES: 15'min. U a1BY C DEEP CONTRACTOR O R FIPINE 1. OLDCASTLE TO PROVIDE&INSTALL ALL Notes: 1� 0 0 REMOVED BY COHIRP.CTOR FOR PIHNG LOW FLOW OPENING TO INTERNAL COMPONENTS(SOME COMPONENTS 1. Driveway shall meet QI Z ttC CAR1RICGECHASER 12'minimum thickness NOT SHOWN). the requirements of die \</\ Q Cn Qi -�-. STAINLESSSIEEL ,. 11 • 2. CONTRACTOR TO PROVIDE CRANE AND RIGGING Priding lgerx:Y• fl=1111SIII BAFFLE H000 • CAPABLE OFF LIFTING WEIGHTS SHOWN. 3. FRAMES MAYBE ADJUSTED TO GRADE W/ 2. R is recommended that Provide full width PIPE TO BE FULLY < NON-SHRINK GROUT. the entrance be of68ress/egress GROUTED AFTER t --GRWINSTALPRODUCT WEIGHTS dralrelfthe pad. STAINLESS STEELO � PRODUCT Gtt WEIGHT WEIR WALL BASE 1 yea LEIS r =_ F&CS 2 300 UM r.'"(// WNorusEn+S ;( I 1 ;; WN0T19ETH3 Figure II-4.1 .1 aEFormlGcxou I END Stabilized Construction Entrance 1 1\ I I 111 ,, Cl Oldcasile10 +cn \ / / 1 I WNDT WEIRS I4 __\_- - // •aaeR•••Y DEPARTMENT OF Revised June 2015 r1 EN KNOCKT USE THIS 1.0 s-�f • J� PN•OE1EFeaINEu uu END KNOCKOUT ` et KNOCKOUT �}(/y.� MIS DOCUMENT le THE PROEMS OF olECAnEE arRAeTRucruRE.INC. ECOLOGY J II 4 Treatment Flow Rate IT IS CONFIDENTIAL.IN ANY EMITTED FOR REFERENCE PURPOSES ONLY AND Please see http://Evww.ecy.wa-govicopyrlght.html for copyright Wdce Including permissbrre, G' JJii { SHALL SOT SE USED IN ANT WAY INJURIOUS TO TEE INTERESTS OF.OH G-I 10.2 gpm /0.023 CfS WITHOUT THE WRITTEN PERIIIeuRN oR OLDCASTLE TALL RIGRUOIDSE.INC. State of Washington limitation of liability,and disclaimer. COPYRION i01 RITTE PERHIASTLE INFRASTRUGTURE.INC.ALRASTRUCTURE.ISE. SECTION G-G (INTERNALS) Pedrfitel®Concrete Catch Basin wlEnd Outlet rip 4 zit a SCALE:3/4"=1'd Total Flow Capacity 1.3 Cfs with 16.00" Cartridge Stack Customer MADRONA REAL ESTATE SERVICES,LLC 1--I VIEW D /� .con N.R« (INTERNALS NOT SHOWN FOR CLARITY) i FIDLAGO FLATS•ANACORTES,WA CD SCALE 314'=1'OaCD cu -.. - ns WI:Ali see c--n unarm 1 -F' fi 1 © wITn9 owt PPS MR - S7&851 . R Stormwater �Unn 25PFC„BED " MET, 2014 Stormwater Management Manual for Western Washington CQ w cn Volume II- Chapter 4 -Page 273 a� = CD Q" m I N oo W Figure II-4.1.7b Concrete Washout Area Figure 11-4.2.12 Silt Fence ® , o Straw bale Gt r--1 10 mil plastic fining Bind wire Joints in filter fabric shall be spliced I�� Wig posts.Use staples,wire rings or SteWes Native materiel equivalent to attach fabric to posts �� (2 Per ) (optional) 2SQ'by 14 Ga.wire or equivalent. P®d Q in IMILI R standard strength fabric used P'� Wood or �Mi MINT', Plywood10mm •ri metal stakes \Ib .MI■' 1200 mm x 810 mm .... -.-.•.-..•..•.•...-.-v.v.•.•a.•.-.-.v.. -. \b-. _..MIN Wood Post .•i iA r.�OO...4.444 i:S.44$.����:�������*:::�:aaaaara•L•I1al (2 per bale) painted white (89 mm x 89 mm .❖•• i.�iii�iiii�iiiii.�.•.�.�.�.•.�.R.�.�. .�aaaa MIaa�aa.!ar OOi! i"•iDi i�0iiii�i�i0i�.�000�.�.�0.�.�.�.�.uaaa_ee-.... x 2.4 m) ♦.♦ .A.4.4.4••..4..•4.44•.4444•.4•••••••S... Lag screws mt. •......�.v. .�wai�ii0.x..m.:.❖.x....•iaa Ma■. ■aaal (-y �.. •44•..40i.4.44.•...4.44...•44•. JI O•• •i0iiiDi�i�iiii0•i•O�•i0•i.O�.�000.00•...0-a a_aa= (12.5 Tim) Black 4':. 44444•••4.••44.4.4.....44••••.•�••m•■ •I Section B-B �h I 150metei '❖i O.O:'Ji0`OO.Oi04'i00J.4'OO.4i00i00•OOvu•_uu = SO .�irJOi4i•OiiMOi•.4�ii00i�i�i•OO.O�.�.�.O�.SE�i�a•a••a■ mm height ..•• •4.4•.444.4444••.•4444•.4.444••4.1•aa•■■•I 00.ie ••.00••••❖.•i4•••4•.O❖X.X..O•. J4.X.:4444 . e.e i-•••■ 915 mm I_I .•4• •...44.4.•••.44.4.••4•.••••4..•0•..• .a•••1 - 4•Ji O.00•i i i❖OJO•ill ii00•i0•i•Oi i00••O•i i•AXOp.?•p■ E y ..••••.4.4.4••4..4...4..4.•..40.1.rr4%UUU .4' .•4.•444.44..4.4.4••.•.4• .4 ••• ... X1 I1 915 mm444❖i••:•i4•%ill•:.'."•4�4�•�•:.:•:4��4p•�i.!..OI,Q:.�•Di i •F 3m Minimum /J i i 1 I Stake(typ) Concrete Was out Sign Minimum J I B'max I Detail (or equivalent) 4"x4•trench r1 I Ft . . /Y • • 8'Poet may be increased 2'x2'wood poets,steel J to 8'if wire batting is used fence posts,or equivalent T{ B a • B l.v ME MIN Varies 11 i -I"I 50 mm �• HERR TeI'1 f'1�- 3.05 mm die. c of wASy 1 IJJI'1 200 mm I r 2'hQ'by 14 Ge.wire or equivalent, v r\E /4'G+ �y cc • • T steel wire R standard strength fabric used E� 0 „ OZ l' _ L Staple Detail /,\ •I7 �l ' `LJ �•�•j 11111 • / \\ Filter fabric p•' 27807 O. "`'' 10 mil plastic lining Notes: ��\ .l 2'min CI STEREO �C1 F i �� Strew bale 1. • Actual layout \� S'$l G (typo determined in the field. ,,\y\/\ °^AL�`' 10-1 6-2 019 Plan 2. The concrete washout \�\\��\\ •I sign shall be installed Beckfft trenchwith // within 10mof the native sob or% - El •'d_•_:,_%•1 \/ \ temporary concrete 1.5•washed gavel et \/'12"min\\ \y\\j\ washout facility. mum \�%� \/ P W # 19 - 13 6 - I E V ,.- Type "Above Grade" with Straw Bales 4�'� /\/ F---1 2,c•ad wood Des18 steal This plan sheet is accepted for construction in accordance with the �'q � NOT TO SCALE fence ps,Of equivalent NOT TO SCALE City of Anacortes ordinances and policies. Actual conformance of the \6/ design with applicable laws is the sole responsibility of the F--I--d professional engineer, whose name and stomp appear on this sheet. FI ure II-4.1 .7bal Acquiring, complying with, and providing mitigation for all Federal, g Figure II- 1.2.12 State, County, and Local Laws, permits, and mandates, including but Concrete Washout Area Silt Fence not limited to the Endangered Species Act, Federal Wetland Permit, SHEET NO. 0 DEPARTMENT OF ReWsed June 2015 RaWsed Otober zol4 State Department of Fisheries Hydraulics Permit, Federal Flood Plain �y p ECOLOGYDEPARTMENT OF Permits, National Pollutant Discharge Elimination System Permits is C t^ Please see http/Mww.ecy.wa.gov/copyright hfml for copyright notice including permissions, responsibility9 J State of Washington limitation of liability,and disclaimer. ECOLOGY Please see htfpJAvww.ecrwa.goWcopydghthhnlforcopyright notice Including permissions, the issuance thfis the Developer,itshall Landowner, and their Engineer. f State of Washington limitation of liability,and disclaimer. cos i with applicablep permit laws not r it require as proof of compliance and permit requirements. REV.: - JOB NO: 2018-11 CITY ENGINEER DATE DATE: July 2019 The acceptance will expire one year from the date SCALE: Noted 2014 Stormwater Management Manual for Western Washington noted above. 2014 Stormwater Management Manual for Western Washington DRAWN: D. HERRIGSTAD Volume II- Chapter 4 -Page 323 CHECK: D. HERRIGSTAD Volume II- Chapter 4-Page 369 � ev1 3 Ictooer 16 , 2 , 1C SHEET 5 _OF 6 _ w E•-1 O NOTES 1'-0" 6" SIDEWALK FOR SIDE TREATMENT SIDEWALK 61/2' 61/2° A CURB RAMP WIDTH 4'-0'MIN.LANDING TO MATCH 0 (SEE CONTRACT) Sit CONTRACTION FACE OF CURB A CURB RAMP WIDTH-SEE CONTRACT PLANS CURB RAMP WIDTH 4'-0"MIN. 1. Provide a separate Curb Ramp for each marked or unmarked crosswalk. 1'-0' 1'-0" SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT) JOINT 5 1/2" 1" LANDING TO MATCH CURB RAMP Curb Ramplocationso shall beplaced within the width of the associated p.py° 1/2"(IN)R.(TYP.) ,7•^I WIDTH-SEE CONTRACT PLANSROU DING 1 1/2"(IN)R.(TYP.) CURB NOT INCLUDED IN BID ITEM- Q 2.0%MAX` e crosswalk or as shown in the Contract Plans. ° SEE STANDARD PLAN F-10.12 • C . LANDING GRADE BREAK LANDING `v 2.0%MAX. , • D. • ° . To ROADWAY CURB RAMP GRADE BREAK O��J . . . .• .•.. . •1"(IN)R.. an GRADE BREAK ■ . SEE CONTRACT PLANSCEMENT CONCRETE SIDEWALK- 2. Where"GRADE BREAK" is called out, the entire length of the grade S�a� , • ' - - • ' ' } ��\ 4 ° , ° • 4'-0"MIN. break between the two adjacent surface planes shall be flush. ° SEE CONTRACT PLANS- , SEE NOTE 5 ')' SEE RAISED EDGE 3/8"(IN)PREMOLDED SEE CURB FACE DETAIL 4'-0°MIN. PROVIDE SMOOTH / DETAIL-THIS SHEET JOINT FILLER I TRANSITION TO 3. Do not lace Junction Boxes, Access Covers, or other a urte- CEMENT CONCRETE SIDEWALK r 2 0' -� P Gratings, PP C/] SIDEWALK-SEE NOTE 5 ' WIDTH(TYP.) SEE CONTRACT PLANE- MIN. SEE"MIN.CONTRACT PLANS- nances in front of the Curb Ramp or on any part of the Curb Ramp or WITH RAISED EDGE MONOLITHIC CEMENT CONCRETE e• 61Iz• Z 4'-0°MIN. •• 4'-0"MIN. 1 FINISHED GRADE 1"(IN)BELOWO 2 0•. 2.0% MAX. \ Landing. O TOP OF CONCRETE SURFACE CURB AND SIDEWALK FLARE(TYP.) 3/8"EXPANSION BUFFER WIDTH-MATCH TO 2'-0" SIDEWALK NOTEJOINT C/] STANDARD PLAN F-3010 v'• CURB RAMP DEPTH(TYP.) q See the Contract Plans for the curb design specified. See Standard Plan MIN. (SEE CONTRACT) CURB FACE DETAIL W 3/6"EXPANSION •hl CURB RAMP v 1'-0' 1'-0" JOINT(TYP.)-SEE F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and 1. Four feet of the sidewalk width shall be the minimum pedestrian accessible GRADE Pedestrian Curb details. Rou DING 1/2'(IN)R.(TYP.) CURB NOT INCLUDED IN BID ITEM- route free of vertical and horizontal Obstructions. Gratings,Access Covers, �(TENO SIDEWALK TRANSVERSE EXPANSION R4 STANDARD PLAN F-30.10 ,,,, •• 5. JOINTS TO INCLUDE CURB(FULL DEPTH) BREAK TRANSITION TO SIDEWALK BUFFER,IF ° 1 SEE STANDARD PLAN F-10.12 Junction Boxes, Cable Vaults, Pull Boxes and other appurtenances within the GRADE BREAK =z.o/° 2.0%MAX. sidewalk must have slip resistant surfaces, be flush with surface, and match PRESENT,OR TO BACK OF CURB(TYP.)- Cab d" SEE CONTRACT PLANS ,,,, „ See Standard Plan F-30.10 for Cement Concrete Sidewalk details. ,.. 0 grade of the sidewalk. 0 � °(°MAX. 10.0% ` "'• _ _ See Contract Plans for width and placement of sidewalk. ���p��qJ ' v pREM3/8"OLOED . WALL OR BARRIER CURB,OR CURB --���- r_ \ CEMENT CONCRETE • y • �I CO CURB,OR CURB JOINT FILLER AND GUTTER- I PEDESTRIAN CURB- 6. The Bid Item "Cement Concrete Curb Ramp Type_" does not include a AND GUTTER- "`I SEE NOTE 4 SEE NOTE 4 the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, ADJACENT TO CURB CSZ DETECTABLE WARNING SURFACE- SEE NOTE 4 0 I P az SEE STANDARD PLAN F-45.10 DETECTABLE WARNING SURFACE- Pedestrian Curb, or Sidewalk. (STEEP FILL SLOPES) SIDEWALK 0" BROOMED FINISH(TYP.) FACE OF CURB -__ FACE OF CURB [ SEE STANDARD PLAN F-45.10 MEASURED PARALLEL DEPRESSED CURB AND GUTTER- • DEPRESSED CURB AND GUTTER 7• The Curb Ramp maximum running slope shall not require the ramp length 1'-0" SIDEWALK 1/2"( tZ 00 4 © 4"(IN)WADE SMOOTH-TROWELED Qr - TO CURB(TYP.) CROSSWALK SEE NOTE 4 CROSSWALK to exceed 15-feet to avoid chasing the slope indefinitely when connecting ALL CUT MIN. (SEE CONTRACT) " Q 0 ETER to steep grades. When applying the 15-foot maximum length,the running SLOPES CEMENT CONCRETE CURB w 1/2"(IN)R.(TYP.) ® 4, v (CURB AND GUTTER SHOWN) C/-1 CC a.. 0 slope of the Curb Ramp shall as flat as feasible. CURB NOT INCLUDED IN BID ITEM- NOT INCLUDED IN BID ITEM `- 1 124 2.0°/a 1 yI 2.0%MAX SEE STANDARD PLAN F-10.12 3/8"(IN)PREMOLDED 0" ` SEE STANDARD PLAN F-10.12 Q w 8. Curb Ramp, Landing, and Flares shall receive broom finish. See 1N OR ' JOINT FILLER r` 00 PLAN VIEW PLAN VIEW LEGEND Standard Specifications 8-14. a0-P(Cc . : I 1 �� . �\���� (�(��� TYPE PERPENDICULAR A TYPE PERPENDICULAR B •E IN EITHER DIRECTION 3/8"(IN)PREMOLDED v \\ ^ZI DETECTABLE WARNING SURFACE- (SHOWN WITH BUFFER) CEMENT CONCRETE DETECTABLE WARNING SURFACE- JOINT FILLER \� / / R-' SEE STANDARD PLAN F-45.10 PEDESTRIAN CURB- SEE STANDARD PLAN F-45.10 SIDEWALK ADJACENT TO WALL DETAIL © W E-� SEE NOTE4 :•.•• ADJACENT TO CURB ,44g40 - , �I 4.4 cc x 4'-0'MIN. 15'-0'MAX GRADE BREAK BRIDGE OR PEDESTRIAN SEE CONTRACT PLANS SEE NOTE 7 • RAILING ��- CONTFACTION JOINT �y �.T� SLOPE TREATMENT- COUNTER SLOPE- 1� SEE STANDARD PLAN F-30.10 GRADE BREAK 5.0%MAX. ••• DEPRESSED CURB AND GUTTER- ° BEE NOTE 4 BARRIER-SEE _ SIDEWALK 6" �\ IN SIDEWALK ONLY r, Prig O O 2.0%MAX. 6.3%MAX TOP OF ROADWAY CONTRACT PLANS �� (SEE CONTRACT) 1/2" / `�OF. //// "�`( C\2 Z 'VW �". -_ 1/2'(IN R. P LEVEL F2*sr CURB AND SIDEWALK Qi C\./ Z \� - CEMENT CONCRETE CURB b' ) (� ') 1/2"(IN)R. �' r � A d' •C / / \�; AND GU R-SEE NOTE 4 CURB NOT INCLUDED IN BID ITEM- \ V LANDING J CURB RAMP -- ;p \ • �y FLUSH a 2.0%MAX. SEE STANDARD PLAN F-10.12 DEPRESSED CURB AND GUTTER- to SEE STANDARD PLAN F-10.12 CURB RADIUS DETAIL O .i '\ iVVV 4 44 SECTION O �" ( wil 1"(IN)R. JOINT AND FINISH VERTICAL WALL- 3/8'(IN)PREMOLDED SEE DETAIL �� JOINT FILLER(TYP.) DETAIL CEMENT CONCRETE CURB RAMP"TYPE - A PERPENDICULAR S"PAY LIMIT-SEE NOTE 6' � ADJACENT TO CURB AND RAILING OR WALL RAISED EDGE DETAIL C...) -,� EXTENDT SIDEWALK TRANSVERSESDD �� 3'-0"MIN. JOINTS TO INCLUDE RAISED EDGE PERPENDICULAR F OR SIDE TREATMENT SIDEWALK BUFFER STRIP CC CURB RAMPSEE OTHER SIDEWALK (SEE CONTRACT) (SEE CONTRACT) 3/8" i 1/8"TO 1/4" CEMENT CONCRETE b I`-/ •� STANDARD PLAN F-40.15-02 SECTIONS 1/2"(IN)R CURB NOT INCLUDED IN BID ITEM- -JII IF SIDEWALK C) ALL SIDEWALK RAMPS TO BE STAMPED PER ' / i O a 2.0%MAx_ (TYP.) SEE STANDARD PLANF-10.12 II �i STANDARD PLAN F-30.10-03 !` In // j \\� 6/20/13 . . . ..,. .• Ds2 "r0 o •� D � 9r0 • SHEET 1 OF 1 SHEET ST-06 OF THE COA EDS STANDARDS, THE DWD \� �/ D R D p ARE EITHER BLACK AND WHITE OR COLOR, 1.1`\ -�� FINISHED SURFACE FDE OR(IN) BELTIING W TOP FLUSH OIF PAVED 6/11/14 I-.-" y PREMOLDED ISOMETRIC VIEW ISOMETRIC VIEW JOINT FILLER a� a) ADJACENT TO BUFFER STRIP 0 t, TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT 0E EXPANSION JOINT © CONTRACTION JOINT m cnn LQ CQ co •: 03 ALL TRAFFIC CURBS TO BE CONSTRUCTED TO WSDOT STNDARD PLAN i24a F-10.12-03 "CEMENT CONCRETE TRAFFIC CURB AND GUTTER". �-' Cl) +.) N SI Fs7 ai N ^o' 0 riA P� V L t •°••IQ.) I. DRAINAGE GRATEup . GRATE FRAME ������������� -__ Z Z BROOMED VARIES { 3/8"(IN)EXPANSION JOINT(TYP.)- �� , will serviceO FINISH(TYP.) (SEE CONTRACT PLANS) I SEE STANDARD PLAN F-30.10 MIN � t`^•' - 2 O%MAX SEDIMENT AND DEBRIS MI CEMENT o - I- \���. MATCH SIDEWALK WIDTH 4141 collected material. .-I CONCRETE P \\����\ (SEE CONTRACT) iti ovERFLow aVPASS �� �ySIDEWALK \ \MATCH SIDEWALK WIDTH I •�� L 6'-0" VARIES6'-0" ° *: " �� OI D BELOW INLET GRATE DEVICE 4. p (SEE CONTRACT) 7 (SEE CONTRACT) �, , \\\\�\\\, �` -� u 3/8"(IN)EXPANSION JOINT(TYP.)- ' \\\\\\ \ BROOMED FILTERED U J„ SEE STANDARD PLAN F-30.10 O FINISH (TYP.) WATER 4,1 0 cn Ju01 O J \. 2 .vl Je 0 \ \� t ,14 W Ju - \�\ i O Ju Ju 0 - I: - -_. A - -- --- k 1. Size the Below Inlet Grata Device(BIGD)for the storm water structure it (SEE NOTE 1) 2'-6 2'-6" CEMENT CONCRETE DRIVEWAY ENTRANCE (SEE NOTE 1) O CEMENT CONCRETE > v 0 2. The BIGD shall have a built-in high-flow relief system(overflow bypass). BUFFER STRIP(TYP.) © CURB&GUTTER SIDE SLOPE(TYP.) CURB&GUTTER (TYP') (TYP.) (SEE NOTE 3) (SEE NOTE 3) D D Da 3• The retrieval system must allow removal of the Bien without spilling the PLAN VIEW PLAN VIEW DRIVEWAY ENTRANCE TYPE 3 SIDE SLOPE(TYP.) TYPE 4: 4. Perform maintenance in accordance with Standard Specification 8-01.3(15). THIS ENTRANCE TYPE SHALL NOT BE USED ALONG A PEDESTRIAN ROUTE DRAINAGE GRATE NOT TO SCALE -RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM(TYP.) 1/2"(IN)R. (TYP.) MATCH SIDEWALK WIDTH _ (SEE CONTRACT) - (SEE CONTRACT) (SEE CONTRACT) - ___O lihio DRIVEWAY 1/2'(IN)LIP BETWEEN a m 1/2"(IN)LIP BETWEEN a io I 1/2"(IN)R. (TYP.) ROADWAY GUTTER&CURB (SEE NOTE 7) 2.0%MAX. .( ROADWAY GUTTER&CURB fc (OR SEE CONTRACT) r �� � ( 11- I (OR SEE CONTRACT) Q �II ll/ /r\ 1 Itt�� / SIDEWALK DRIVEWAY 2\J \ CID DRIWAY (SEE NOTE 7) DRIVEWAYDEPRESSED � �3/8"(IN)EXPANSION JOINT(F-3 .)- _ RAMP DEPRESSED RAMPECTIONOFCURB&GUTTERPW # 19 - 136 - D E V pll SEE STANDARD PLAN F30.10 CURB 8 GUTTER (SEE NOTE 3) (SEE NOTE 3) "CEMENT CONCRETE DRIVEWAY STORM DRAIN INLET SECTION ENTRANCE TYPE 4"PAY LIMIThis plan sheet is accepted for construction in accordance with the BELOW INLET GROVERFLOW BYPASS(TYP.) PROTECTION City of Macortes ordinances and policies. Actual conformance of the ► design with applicable laws is the sole responsibility of the "CEMENT CONCRETE DRIVEWAYDRIVEWAY STANDARD PLAN professional engineer, whose name and stamp appear on this sheet. ENTRANCE TYPE 3°PAY LIMITAlliN4 ` KI:)•:41 (SEE NOTE 7) Acquiring, complying with, and providing mitigation for all Federal, DRIVEWAY _ -./ 1-40.20-00 State, County, and Local Laws, permits, and mandates, including but (SEE NOTE 7) / not limited to the Endangered Species Act, Federal Wetland Permit, SHEET NO. CL.400D CONCRETE State Department of Fisheries Hydraulics Permit, Federal Flood Plain /V .4.4 CL.4000 CONCRETE Apr PER STANDARD SPEC.8-06 3 J Permits, National Pollutant Discharge Elimination System Permits is PER STANDARD SPEC.8-06.3411° �, the responsibility of the Developer, Landowner, and their Engineer. - The issuance of this permit shall not be construed as proof of / ` compliance with applicable laws and permit requirements. REV.: y, `/. WSDOT SEND PLAN F-80.10-03 JOB NO: 2018-11 - ISOMETRIC VIEW CEMENT CONCRETE c. D• HARR CITY ENGINEER DATE DATE: July 2019 ..1.1. 6.. ..... TYPE 4 DRIVEWAY ENTRANCE Ni. �, o The acceptance will expire oneyear from the date TYPES 3, & 4 SCALE: Noted 2 noted above. ar)SHEET2OF2SHEETS ' , DRAIIN: D. HERRIGSTAD S,VSOMETRIC -o 2780E7cc 7,i" CHECK: D. HERRIGSTADVIEW' TYPE 3 6/11/14 ��FSSONALEO' 10- 16-2019 Rev , 3 , 0ctooer 16 , 2019 SHEET 6 OF N. \ / O / ' 0 Q 9 ' ~ tall I % 111- CO L:C1 © �� in o I' tom • SEWER SEWER • ^ •... O .I Cn • PUBLIC EASEMENTS I!i I, O o . ni 9 .Q. 0 I x o� 3 OUTSIDE PAVED AREAS r � o O MINIMUM \ 8 7 V M :o' 0 . 0 O cOcCD PAVED AREAS ������/���������������������������������� / lA CONCRETE\PAVED STREET !!AIISIalioII CA az 12• 0 12' �I=1( .III,=( :.�I: ,' '.' '■� q W ,a Cat 1=III- GENERAL NOTES: CO CO I ��� 0 I IA, 3 INCH MINIMUM CLASS B ASPHALT, PER SECTION Q ' •• IIA .' O �' 2-06.3(2) OF THE 2002 WSDOT STANDARD [ co ////� fir/,/ _ SPECIFICATIONS FOR ROADS, BRIDGES AND MUNICIPAL I� Gzj Q c+'D ��/ �� •.• ,� ��� i CONSTRUCTION. rt �'�'''�'f%' ..P4� '"•'���ys. Q 1B. CONCRETE PATCH TD BE � �:v CC a O '~'C�•:•! • t :•,--.;� THE SAME DEPTH AS EXISTING OA ...••"•••.•• i;'`• CONCRETE STREET. ° v 3 MINIMUM 0tv;,:;.- .! :!.. W g 0 O z ��i! star. igt IS) r SB 1C. 12 INCHES - COMPACTED DEPTH TOP SOIL TO BE °' • i� . p� 2, Eiji ��! •�''� a FINISHED WITH SEED OR SOD. SEED TO BE WEED FREE. �I Cn Cn G � t �!ivic. 2. SAWCUT Lb CS4 -c LEGEND: '+'• 5A 3. ALL JOINTS BETWEEN OLD AND NEW ASPHALT TO BE a • ° �+P it SEALED (SECTION 5-05.3(8)B) USING A HOT POURED W �, A. MANHOLE RING AND COVER PROFILE ..., %i,•.�;% so, x JOINT SEALANT, PER SECTION 9-04.2(1). r B. EXISTING SURFACE _ :yi;�; $t a L = = W "-"• w 4. 6 INCHES - CRUSHED SURFACING, PER SECTION C. 3000 P.S.I. CEMENT CONCRETE PERIMETER SEAL II !��, :! !' NO E- •!:�,•.�, �'�:•� % a 9)3, AND PREPARED PER SECTION 2-06.3(2), x C D. INSTALL PRECAST ADJUSTMENT RINGS OR I=I ;:; .,, ;! in;` 'SUBGRADE FOR SURFACING'. O CONCRETE BLOCKS AS NECESSARY TO MATCH -_III ;�4�.!:!:!..��i� � � • ••' •'`••• • DETAIL NOTES: U FINAL GRADE. III-I •'00. o t ••'•`44 5(A). GRAVEL BASE MATERIAL, APPROVED WSDOT SPECIFIED a c0\2 • • '•••`• •'°�'Oj''�' MATERIAL, OR SPECIFIED IN THE APPROVED PLANS. C' 0.: Z NOTES: 1. 8 INCH OFFSET FROM CENTER LINE ON SEWER LINES ENTERING THE MANHOLE BASE AT LESS THAN 80 DEGREE>. O MATERIAL TO BE COMPACTED TO 95%, PER SECTION r � A d- d 6 7 09.3(ill 'COMPACTION BACKFILL'. SEE ALSO, 2. LESS THAN 80 DEGREES TYPICAL. V 1. THE CONCRETE SHALL CONFORMING TO THE CURRENT WSDOT 9-03.1(4) AND BE 5.5 SACK MIX. - SECTION 7-08.3(3) 'BACKFILLING'. 3. 80' OR MORE TYPICAL(MINIMUM 3000-PSI 28-DAY STRENGTH. 2. WHERE DEPTH OF NECK EXCEEDS 24 INCHES, ADJUST MANHOLE TO GRADE BY INSERTING A NEW MANHOLE •.; / 5(B), CONTROL ➢ENSITY FILL WILL BE REQUIRED BY THE 4. CONCRETE SHELF SHALL HAVE A BROOM FINISH rT, BARREL SECTION BETWEEN THE CONE AND EXISTING BARREL. • .. O - 11 7 CONTRACTOR IF THE TRENCH CROSSING FAILS. 5. FLOW CHANNELS MUST BE FINISHED SMOOTH _1 3. ADJUSTMENT RINGS/BLOCK SHALL BE SET IN 3/4" NON-SHRINK GROUT, PLASTER SMOOTH INSIDE AND OUT. - O 6. THE PIPE ZONE SHALL BE BACKFILLED WITH SAND 6. PRECAST BASE TYPICAL 4. STEPS OR RUNGS SHALL BE ADDED AS NEEDED. � _ 1 / BACKFILL TO 12-INCHES ABOVE THE PIPE, PER 7, PVC TO CONCRETE ADAPTOR COLLAR 5. PRECAST ADJUSTMENT RINGS SHALL BE CAST WITH GROOVE TO ALLOW FIELD INSTALLATION OF SAFETY STEP. - SECTION 7-09.3(10) 'BACKFILLING TRENCHES'. THE 8. COLLAR SHALL EXTEND INTO THE MAN HOLE NO MORE THAN 3/4 OF AN INCH._ �If 6. MORTAR SHALL BE PLACED BETWEEN EACH LEVEL OF ADJUSTMENT CONCRETE BLOCKS, ADJUSTMENT RINGS, O PIPECZONE SHALL BE COMPACTED TO 90%, PER 9. ALL COLLARS AND LIFTING HOLES SHALL BE GROUTED INSIDE AND OUTSIDE THE MAN HOLES TO STOP INFILTRATION, TOP OF CONE SECTION AND BOTTOM OF IRON RING. Cn SECTION 7-08.3(1)C. 7. THE CONCRETE PERIMETER SEAL SHALL EXTEND TO 12 INCH MINIMUM OR 2 INCHES BELOW THE BOTTOM - „ _ I' / 7. SAND BACKFILL - PIPE ZONE OF THE ADJUSTMENT RINGS OR BLOCKS. II" II-III�II I 8. 6 INCHES - SAND BACKFILL +� S.THE UIRJIY SHOWN IS A SANITARY SEWER MANHOLE 1I11LI1V CASINGS LIKE WATER VALVES,MONUMENTS,GAB VALVES,ETC.WILL 9. LAY ALUMINUM LOCATE TAPE A MINIMUM OF 12 INCHES y C) FOLLOW THE SAME PROCEDURE AND GUIDELINES. PAVED STREET BELOW FINISHED GRADE AND 12 INCHES ABOVE PIPE. E SCALE: NOT TO SCALE oil' SCALE: NOT TO SCALE "N ap DETAIL: ST-02 %"' • DETAIL: ST-01 SCALE NOT TO SCALECn DRAWN BY: S.L. DRAWN BY: S.L. ° '� 01v a DETAIL: S-01 a) ilk DRAWN BY: S.L. b FILE: ST-02 STRUCTURE ADJUSTMENT.DWG --�` STRUCTURE ADJUSTMENT FILE: ST-01 UTILITY TRENCH TYPICAL.DWG - -1-) F1m.7, �j� STREET CUT REPAIR FILE: S-01 FLOW CHANNEL MANHOLE.DWG FLOW CHANNEL EFFECTIVE DATE: REVIEW BY DATE: REVIEWER: v4-� AND PERIMETER SEAL EFFECTIVE DATE: REVIEW BY DATE: REVIEWER: 'yam TYPICAL , - a) C a C u Si EFFECTIVE DATE: REVIEW BY DATE: REVIEWER: y • TYPICAL a) �01-20-2005 05-31-2013 BUCKENMEYER APPENDIX A STANDARD DRAWING 2009 J 01-20-2005 05-31-2013 BUCKENMEYER APPENDIX A STANDARD DRAWING 2009 4Coat alFI 07-20-2006 05-31-2013 BUCKENMEYER APPENDIX A - STANDARD DRAWING 2009 J cilup C\I Fs7 y .--I Q 0 0 Q PC IW cn cc SIGN POST-2 1/4"(IN) SIGN PANEL ) O W Il ADDITIONAL STANDARD DETIALS c� " b " SQUARE,STEEL STEEL TUBE SIGN BRACE,WHEN cd IRED-SEE STD.REQULAN G50 10 III ,a .--i E/D '� o e I 2 1/4'IC(IIN)N POR 2 1/2"((IN)) o x SIG4PN) QUARE o el w W SQUARE, 12-GAGE o N COA STANDARD WATER DETAIL OR 2 1/4"(IN)SQUARE, n x hw- STEEL TUBE �� 411 = SIGN POST-2 1/2"(IN) O 12-GAGE STEEL TUBE N 0 x 0 1 0 0 R E = m z i Z w 0 SQUARE, 12-GAGE x 0 t> _ 2 5 2 w 2 5 a w STEEL TUBE(SEE 0 c+ o a F TOP OF LOWER r'"' o a i y w o a w NOTE 3) F, /-- O O SQUARE TUBE co - x O T1 � i FINISHED r 0 a w I m • FINISHED F. y . v o m W I' 4 GROUND w i FINISHED v w GROUND I w BOTTOM o a w 1�� LINEROUND w LINE w OF SIGN ,� m coN x LINE It co 0 Z �_ V 6 v-:4 0 I . • -4 4, 07/vn \.(. -wv- �� ww: �'\%�� F Z LOWER ❑ 4` ///� �// ' g SQUARE rrr� Q ❑ S\\ Di a F"I� 1 2- `�� ,` STABILIZER FIN P m D F TUBE Ii c, \ j M �� \`I 1iBOLT STOP CLEAN-OUT BAR w GROUND WTI } �� Q ��, y FOR SIGN POST ANCHOR I w LINE w 1 m /4. >4/ LOWER SIGN POST LEG ANGLE w••/ / %v��' 3 PAC% �/ SUPPORT-21/2"(IN) t / + NYLON WASHER COMPACTED NATIVE � SQUARE, 12-GAGE STEEL TUBE ❑ BACKFILL MATERIAL COMPACTED NATIVE ELEVATION c I 1 - 3/8"(IN)HEX 9" I 12" BACKFILL MIATERIAL TYPE ST-3 SIGN SUPPORT tO m BOLT STOP 7/16"(IN)ISTEEL DE DFLAT WASIAMETER HER �` 7- HEAD NUT DIAM. DIAM. (7 FOR SIGN POST 3/8"(IN)DIAM. x ELEVATION ELEVATION BURIED POST SIZE LOWER SIGN POST 3 1/2"(IN)LONG �� �� 7/16"(IN)I.D. DEPTH SUPPORT-3"(IN), HEX HEAD BOLT STEEL LOCK TYPE ST-1 SIGN SUPPORT TYPE ST-2 SIGN SUPPORT 2'-6" 2',21/4" 7-GAGE, HOT-DIP GALV., HEAVY-DUTY ANCHOR WASHER SIGN PANEL 3'-0" 2 1/2" 12" I COMMERCIAL CONCRETE - SIGN POST TOP OF SIGN " TOP OF DIAM. DETAIL OB i SIGN POST ELEVATION co co ' TYPE ST-4 SIGN SUPPORT cc t SIGN POST SIGN POST SIGN PANEL WEDGE SIGN POST ^� 1 S - �I PW # 19 136 DEV O SIGN POSTI "® This plan sheet is accepted for construction in accordance with the +' ® lop. City of Anacortes ordinances and policies. Actual conformance of the Q.) w l� Ol design with applicable laws is the sole responsibility of the ^STABILIZER FIN /ll professional engineer, whose name and stamp appear on this sheet. ;..)® 0 STEEL SIGN SUPPORT Ac wnn com I m wth, and rovdin miti ation for all Federal, TYPES ST-1 - ST-4State, County, andgLocal Lows,ppermits andgmandates, including butSHEET NO. not limited to the Endangered Species Act, Federal Wetland Permit, BOTTOM SIGN ® INSTALLATION DETAILS State Department of Fisheries Hydraulics Permit, Federal Flood Plain OF SIGN -r�� �/- POST _ IFLANGEDSHOULDERBOLTWSDOT STANDARD PLAN Permits, National Pollutant Discharge Elimination System Permits is HEX BOLT WITH NUT LOWER SIGN0c• AND WASHER WITH NUT AND WASHERS-POST SUPPORT G-Z4.5O-05 the responsibility of the Developer, Landowner, and their Engineer. VIEW A � �� �P') 2 REQUIRED(rYPJ The issuance of this permit shall not be construed as proof of • CLEAN OUT SHEET 1 OF 1 SHEET compliance with applicable laws and permit requirements. REV.. - LOWER ANCHOR BAR 08/7/19 JOB NO: 2018-11 POST SUUPPORTORTANGLE FBOLT OR SIGN POST BOLT STOP �, HERI�I� FOR SIGN POST �, of WAs a� CITY ENGINEER DATE DATE: Oct. 2019 e- $:j The acceptance will expire one year from the date SCALE: Noted TYPE ST-1 TYPE ST-2 TYPE ST-3 TYPE ST-4 'P'j ' ;� ,�J noted above. • DRAWN: D. HERRIGSTAD "0 27807 it• CHECK: D. HERRIGSTAD diei�FS SSL�G`�� 10- 16-2019 S Rev , B , Ectooer 1 � , � � 19 7 OF GENERAL NOTES 2'OVERHANG PAST CO a a a a a EEL STOP,TYP. THE GENERAL CONTRACTOR IS TO PROVIDE SUBGRADES 4" BELOW HARD SURFACES PLUS/MINUS . 1 FOOT. EXIST. L.S.AREA 353 sq ft CI ALL ROUGH GRADING SHALL BE POSITIVE, DRAINING AWAY FROM ALL STRUCTURES. DRNETHRU NEW 8"RETAINING V ALL STONES LARGER THAN 1.5" DIAMETER SHALL BE REMOVED FROM THE GROWING MEDIUM. ALL,SEE avlt I,Ir,, \r' ar'% \"r' on,.- w <w,,, on or _ an, vlw%_. \n .\r; on vv,_ \er,,, * • W W E E E VA n �`r ru O O O Y a a ' ' Orlr gr ��_ 10. ity w w eta, / Ar// �� ��� �� � ��t W W W W * W W W * W _ b U o TOPSOIL SHALL BE PLACED AT A MINIMUM DEPTH OF 4" IN ALL LAWN AND BED AREAS. ( 1 I ,r�1°nr' "r' e � ,�1�� Or �� �i; �, W ll o Z �4vrrof 1 .i_4 7 i I. ii._ �Ii ifiii"-A idler, PA. W W * g W `c c c I I �IIi III/�Ib �I/��Ii �. O a a m m m �e %,i' �I: 1��: "ria �l/Y/7�>.!%�J'/.1/1/7�%!%��%! 1�L�%!/1'%1/1.!%f%%J%1/._1�1�� ■�'� .•I. W W * tej fp N N a a a TOPSOIL SHALL BE TILLED INTO THE EXISTING SUBGRADE TO ELIMINATE SOIL INTERFACE PROBLEMS. i ;• s�-� _ -! •..,, �1 W W .5 .5 t) a) TOPSOIL SHALL BE RED-E'S WINTER MIX OR APPROVED EQUAL. Al f%/// Cam//% SW: 0i0• �! -1 > .; ALL BED AREAS TO RECEIVE 2" OF FINE GROUND FIR OR HEMLOCK BARK, COMPOSITION MULCHES ARE NOT AN ACCEPTABLE SA i�`+`. � ; W miti-■ r> ALTERNATIVE. coat i W W In W WCC CC cc TREES AND SHRUBS ARE TO BE PLANTED AT A DEPTH 3/4" HIGHER THAN THE LEVEL THAT THEY WERE GROWN IN THE NURSERY. kii adlik . ii . .4.. T-. CNA CI wt tO Gi jR be 1il�JJ`I� �, - W R I W BARK MULCH IS NOT TO BE PLACED ABOVE THE ROOT CROWN. r 1- Alt gA• 9A Hitt its / i■ W W Q o N N '-: ' • ,,����� W f0 r N ALL PLANTS SHALL AT LEAST CONFORM TO THE MINIMUM STANDARD ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. ^ � © 0 © 0 `�� .�W W W <% r rn LAWN AREAS ARE TO BE HYDROSEEDED WITH VAN DEN AKKER'S EMERALD VELVET MIX PER MANUFACTURER'S SPECIFICATIONS, OR SIGN: L.S. AREA58 sq ft 9'-7" l "DO NOT ENTER" EW SIDEWA APPROVED EQUAL. REMOVE ALL STONES LARGER THAN 1 " FROM LAWN AREAS. Existing 6' high sight obscuring wood • fence to provide buffering from nelghborrn• SUBSTITUTIONS ARE STRONGLY DISCOURAGED. IF PLANT AVAILABILITY IS A PROBLEM, CONTACT THE LANDSCAPE ARCHITECT FOR SOURCES _ <11 prope�yLa�dscape block frontage requirement .�OR ACCEPTABLE ALTERNATIVES. ` 4 4 En is net by type C landscaping from U o) N N sic zwolk to building. a) to IF THE SITE WORK IS DIFFERENT THAN SHOWN ON THE LANDSCAPE PLAN, OR POOR SOILS AND DEBRIS ARE DISCOVERED, REQUIRING n CHANGES TO THE LANDSCAPE PLAN, CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTION. ,� c N a to >% i 0 2 W co a N ._ THELANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE LANDSCAPE DURING INSTALLATION, UNTIL FINAL ACCEPTANCE BY THE NEWS 16EWALK co .-> < m rn o olio rn OWNER'S REPRESENTATIVE. .S o two• ry 17 18 15 14 13 W W W E o n §, 81.0. ❑ ❑ ❑ ❑ ,2 \I:1/4A ,o /f�ir► -, = a THE LANDSCAPE CONTRACTOR SHALL WARRANTY ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR, FROM THE TIME OF 9 et*, , 6�a 4'F r�r,'►-` WWW W K ; M RFINAL ACCEPTANCE. TRASHlF J U rn - a ci m' C q C EV C C `` 'r 11�F,� W W 0 N z a ai f �I W W W O DURING THE WARRANTY PERIOD, THE LANDSCAPE CONTRACTOR WILL NOT BE RESPONSIBLE FOR PLANT DEATH CAUSED BY UNUSUAL i ����� ��� 4 �I.,r • W W CLIMATIC CONDITIONS, VANDALISM, THEFT, FIRE, OR POOR MAINTENANCE PRACTICES. THE LANDSCAPE ARCHITECT SHALL HAVE SOLE N � 'Jb`,•l Ir' W W AUTHORITY TO DETERMINE THE CAUSE OF DEATH. N P ►b_tf p -._�FI� Landscape block frontagerequirement (�r � ' 'r� W W / is met by type D landscaping from ,_I • � I• f� W W W PLANT COUNTS PROVIDED ARE ESTIMATES ONLY. CONTRACTOR IS RESPONSIBLE FOR CALCULATING ALL FINAL AREA AND COUNTS. CYCL: ` .ES W / sidewalk to building. s�pis.. d'H!_��S_ \\If",:_ vr• w��� _ �1���-��1 �i�� �.." �l y W W W LANDSCAPE PLANTING SCHEDULE TT I /uj �� ' TREES �� 1I�i■���la _��`, ������ ,I'�I,V�Lf '.,:� .�� �+�� W W111T W• W JJ _ _ W W * 4 1 ••�y J,�y 1 S.AREA19 sq ft ►'!11;:!"',,. W W W W SYMBOL QTY BOTANICAL I COMMON NAME SIZE CONDITION ,f J L.S.AREA22sgft �ar�r;.-',-w,..•.'' * I. W Y W U N UNCOVERED :�':j' '�J�.,c + W W W •� 0 P'1VA7E PORCH PER ypl;:,.�,�`; ; * A W W W 8 Acer rubrum 'Armstrong' / Armstrong Red Maple 1 3/a" CAL. B&B A C19.62.040 B.1.b.II tt�Y��:� W W W �I ■ ■.,: ,��z 1 • ' F hce is!�ft.41ft' * W W 4 Terrace IiteAmw.p,...4 W W W W N jiL.S.AREA140sqft . ,� W W W W �, State of Acer palmatum 'Shishigashura' / Lion's Mane Maple 6' MIN. HT. B&B IST.POWERPOLE Washington $ l�, - W W W OW Terrace r�Pw +�; W W W W W W * W registered ■ " i Landscape Architect 4 Gleditsia tracanthos 'Sunburst' / Sunburst Honey Locust 1 3/a" CAL. B&B L f� WWW W * W W W P—. Terrace r' t 1WW b m� J�''rP% W W *.1, 5 Chamaecyparis nootkatensis 'Pendula% WEEPING ALASKAN CEDAR 8' MIN. HT. B&B �,' pp ; 63' ;�ai * ram )4111% _ * * * 0 Pau Ja, •t, `li e W * W W. certifica o. 566 a '. g- I//. . W W W W 40 Thuja occidentalis 'Emerald Green' / Emerald Green Arbovitae Existing B&B, 3' O.C. N �' ,�v�"r' W W W �J�e �l#L\\�y�- I W W W . W N �,r ,n\'!�� W SHRUBShl ju al- ►' rjj ,e W W W N W ail SYMBOL lIcIiW Y`- * `\r�\\ I^�,\I�Y` ,,JI * * W W W ' �� Terrace :r1��i��nt��t: * * W BOTANICAL l COMMON NAME SIZE CONDITION iv ae lot,rif1/4%� L.S. AREA517 sq ft f�ArRijt"%t W W ■ * * * C 46 Escallonia fradesii / N.C.N. 21" MIN. HT. Container Grown N � � r.: ��o:-+rc?� W W W 1=1 17 Pieris japonica 'Shy' / Impish Elf Lily of the Valley Shrub 21 " MIN. HT. Container Grown 0' 1,■ ■l',;0 - n� BENCH I■ ='°' '"rl� l W W W 0 30 Spiraea X 'Zelda' / Solar Flare Spiraea 18" MIN. HT. Container Grown �i4 Terrace ,Alm el�,�!�,::•_+:; W * *41 O 41 Acanthus morns / Bear's Breech 2 gallon ..••••.��•.. `.. , W W * W W Container Grown .r )1 •••••.,• z •Iv.�•i••• I •.�3"��l "1 II• W W .y RIG • P -r q•� �— .■■.,�M• a-rl . . r ar!•wr•li a7\ 1,0 15 Daphne x transatlantica 'BLAFRA' Eternal Fragrance Daphne 2gallon .I e ■ ..rarer ■� a �i�� - - T1 1r��,�� „ W W * *MI/ 9 P Container Grown I n ,., �' r r� JQ 2 Leycesteria formosa 'Jealosy' / Himalayan Honeysuckle 21 " MIN. HT. Container Grown I' 1-* 1 IP �, �� * I ✓- 3asuIu� • k ; t '\. /. p_.`r sJ�r��t ;� W W W W J I .'. •.�• .• IJ'3r i'.'`L�}�'%r ��� 1 � � T.TT1 �\��.� r � . . a F, ...'=. ! f / / / !INM .......... it ,1 ► , 0 !\I� • • w • 1110kiI � 4i ilfrw G��•• ��N'% J� � 1 •‘......./- 7.\7'i•� � �—�- .������Ir '��� - W W S. �1. m Si Viburnum davidii / N.C.N. J1 �.:►Ji_►.r W W E 18" MIN. HT. Container Grown 4 �1��rt;,p �,ti a �►1., : ,o.•..•e!••.,• ;.=r.- J�,:' W W �4 ����� �et.rt "�i�•-n. V'• 4• .•...•....•.•s.. ...•. wi:ZIM oo-•K ril■ O Z !� Ili ® 1D6 TaXus baCCatO 'Strlcfa' Iris Yew " r-1r` G�+G.ri_'r i��!— A••O' - * • * LELw / 32 MIN. HT. Container Grown '� �� '' 4 josi �1•i-- .10/ W W >6 GROUNDCOVER --c1r L-.r - � , W W W W O "''CI) Q 11 ylri evlr.�n.t. .4...i trt4t �Q L1..1dt. It- 7 , r ��� iVILIg♦ )ir.oP..::':•:6Vi m":i�♦•�Irarc viW.i. riy n••TiGSYMBOL QTY BOTANICAL/COMMON NAME SIZE CONDITION �•�!•: ': •%=J! '•�=5?;,c% %�kt%: .. • .:-,',,.:. ;.I� • -���1111 �INI. �� ��ir�►�i��:�i\?;4��.?i��:%��:i:�i���%n���n���i�c�a.�.a .al.':�I::�i ��ac��ir"��n�s W W Q U ' / • 1/ a a • a • a - . • . ` ' •\ a • a • lalr 1 AININ 7 W .r CO MV 10 Lonicera pileata 'Moss Green' / Moss Green Honeysuckle 1 gallon CON. GRWN, 24" O.C. W * * * * * W * * * * W W .. //� * * W * W W W * * * W * WWALL,MA> w. ` •11 - 0 I W * W O) p C * * * * * * * * * * * * ■IW WT * I/ I W * * * W * * * * * W W W W HEI�HT;,2'-0 W W 50 Hemerocallis X Nappy Returns / Day Lily 1 gallon CON. GRWN, 1 U" 0.1i. - W W W W W W W W W W■ W W W/ ` W W W W * W W W W W * W W * W W W W W W i. \\ ' i I 1111111 I .l a I Lawn / J a LL- C •111 pr'm. _m • • • •t ', W W * W * * * ' W * * * * w W W W * * * * a W * V� W a /� W W * * W * * W * * W * W W W W W .y * W / fg'-0" ���• 14' 1W W W W {0 ? W. W W W 1,• IIIII i * W f O(V t„-1' * WW * W * / p .n ( f .. • •� / cO WIMP. ST.POWER POLE Q c C m Ankh Grads Tap of Deep Root Bamfar.Muet be 2' C (Sari)below Midi N gale of top of S.AREA965 sq ft sidewalk(or halfway between top of canSidewalk • ba.ond finish gads of — 6' High sight obsc ring wood fence Landscape block frontage requirement Landscape block frontage requirement Di `o cud: to provide buffering from neighboring to is met by type D landscaping from is met by type D landscaping from property L.S.AREA711 sq ft sidewalk to building. sidewalk to building. APPLICANT: r • Madrona Real Estate :fit :::_s:. 1 1�� a _.... V O AVENUE mown and fleamDoet Soli IY:_;_;;j:;.i111i2 '....-..:.::I:( n n m to Bottom of Rootball, �y: ; . _::'a_-:::.:.:.:.:'_'::::-:_,,:re-.4 Sae Barklll O Amend as Neaeseary. _ .::_. . _ s::::. IC I::a'.:y--t=:stj : �_y:::_�;: s;:`ya 1�1 DaapRoot Bonier Root DUBe 2C-2 DATE: ,„/Vortical Deflecting 5.29.7 9 0. Tack q 'rand Tree Landscape Area Calcs: E 1Ir=• N - 0 R�td PJLA JOB NO.: �II�II-1L4ll-IL�II� IF 3/4• to 1-1/Y trove or tY --- �ICII II�II�II IIpII I�,'�I (leashed Rock71 =71Fe.- NOTE Root came by I _I•F�`ti.71r�.,11:-111Fr-,".11:=II[-1 Reeampaated soil Baakml, Total Site Area: 13,207 s.f. DRAWN BY: PJ Co"m DeepRo or approved equal, ' Amended If Nee, cry Requred 20% Landscape area: 2,641 s.f. ZMetalled par manufacturers Jr MN. co inctructlans. Forbtrnock+n Provided Landscape area: 2,785 s.f. 21% CHECKED BY: PJ i� regarding distributors phase J contact ,-Boo-,ee-nse FIL tD DETAIL -D NAME DATE CREATED: DRAM( B.: SCAL•••1.- _1---_—_ Landscaped Area Symbol: a. t.-D-Deep Root Border 12/04 uM 1/2•-t'-D- _ Root Barrier Detail. co GRAPHIC SCALE LANDSCAPE PLAN / 10' 0 5' 10' 20' `� SHEET ao )I — L- 1 N ( 1"=10' ) o SCALE OF 2 0 m a a a a a GENERAL NOTES 42 Co u ROOFTOP SOIL MIX TO BE 55% PERMATILL 5/16" EXPANDED SLATE OR APPROVED EQUAL 30% USGA ROOT ZONE SAND AND 15% c APPROVED COMPOST. cEE E ALL PLANTS SHALL AT LEAST CONFORM TO THE MINIMUM STANDARD ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. CO m U 0 0 a 0- ° is i± .1-1 m U b 0 SUBSTITUTIONS ARE STRONGLY DISCOURAGED. IF PLANT AVAILABILITY IS A PROBLEM, CONTACT THE LANDSCAPE ARCHITECT FOR SOURCES I Z corn y OR ACCEPTABLE ALTERNATIVES. ( y w co a a eee se eeee . CD IF THE SITE WORK IS DIFFERENT THAN SHOWN ON THE LANDSCAPE PLAN, OR POOR SOILS AND DEBRIS ARE DISCOVERED, REQUIRING v""vv`�vvvvvvvvvvvvvvvvyvit 5 > v 03 'v vavvv''vvvva v==v v av avvvvvvvv (n a==v a=v====v.vv=.v=vvvovvov v� w C CHANGES TO THE LANDSCAPE PLAN, CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTION. ww,,,, ,,,,,,°'°""""vii c v v ''o'v` vvvva O_ Co N THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE LANDSCAPE DURING INSTALLATION, UNTIL FINAL ACCEPTANCE BY THE =W I,-- 1�1 ;o ` cr) °) °1 OWNER'S REPRESENTATIVE. .... t'vvvv i i, pH I mg v v v v°�'i ivvvv°I rim __II 'vvvv\ r N CM IA THE LANDSCAPE CONTRACTOR SHALL WARRANTY ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR, FROM THE TIME OF ,� vvoo�• M•Mn,.. vv=v1a n tyvVV," wavo � � vv.A4, W 0) O) O) 0) FINAL ACCEPTANCE. �� � rn vvvv vvv= r r- r- ,v=== vvvva vvoo `� vvvv` Q N N r N 6. DURING THE WARRANTY PERIOD, THE LANDSCAPE CONTRACTOR WILL NOT BE RESPONSIBLE FOR PLANT DEATH CAUSED BY UNUSUAL �'00'1f '� :""� p m - N CLIMATIC CONDITIONS, VANDALISM, THEFT, FIRE, OR POOR MAINTENANCE PRACTICES. THE LANDSCAPE ARCHITECT SHALL HAVE SOLE 000=����� ;v„vt, n AUTHORITY TO DETERMINE THE CAUSE OF DEATH. ..v. 'v=vv iW �� �� vvvv` a do"'�MOA� ■M. I'"vv` r ��' =vvvv PLANT COUNTS PROVIDED ARE ESTIMATES ONLY. CONTRACTOR IS RESPONSIBLE FOR CALCULATING ALL FINAL AREA AND COUNTS. ____ J• vvvv ELEWMR ''7, VMMORY 'JAW, vvv.v� PAVERS TO BE MUTUAL MATERIALS VANCOUVER BAY SLABS 24" TAN. INSTALLED USING APPIAN WAY PEDESTAL SYSTEM, EDGES TO BE • "''A ''av RETAINED BY DRILLING AND ATTACHING STEEL EDGING WITH ExPANDING ANCHORS. SEE DETAIL SHEET L-2. Cvvv=va ` vvvv`.vvvv= vvvv ` `y I vvvvr \\ •ovvvva V I vvvv` N E, I vvvv=\ N O\ 'vvvv :vvvva` COD a v� \ .'vvvv` > ¢ r E vavvv T r- E '=vvvva 0 0a p a0,) /v"'` t5 OCO Clv —� - vvvva = @ vvvv 1i z+ CV n O- O In vvvv' CV vvvvvvvvvavv=vvvv=vvvvvvvvvvvvvvvvvvav=vvvavvvvvvv a. ® v v v a v v v v v v v v v v v v=v v v v v v v v v v v vv v v v v v v v a v=vvv=vvv v v vv a= vv7v4 .=000 00000 vava vvva.vvavvvvvvvvvay .avvvv. v 4 ,,vvvvvvavvvvvavvovvavoovvv vvvvvovavvvvovvo=vvv I I . . . . . . vvvvvvvv vvvvvvvv. 11 ifi: State of Washington registered Landscape Architect PJ Pau Ja, certifica - o. 566 Planting Schedule 1 SYMBOL QTY BOTANICAL/COMMON NAME SIZE CONDITION j2 Viburnum x burkwoodii / Burkwood Viburnum 5 gallon Container Grown 0 3 Cupressus sempervirens / Italian Cypress 5 gallon Container Grown Pavers place on Pedestals (See Detail) ' `i. Rooftop Trays by Columbia Green planted with Sedum Mix W w ‘11 .0 Q CO 4 U //1 N V.. p E UT 7 Z 0 J 1 co O) C a 0 CO 0 oi N QTY Item Q O Z 0 1 Exterior Sofa w/ Fire Table LL 0 a LI 2 Exterior Side Chair co n , g 2 8 Seat Table and Chairs :; ' ti:: r 0 03 Q Bistro Table with 2 Stools ii !".;_:=ice ii=::_::=ii !iiU::= ii" ::=f;a1n_::_:::—iiini_.;=:::=iii 1 : ::=iiI n_ ;=::=ii !!' aci ID 2 -lit.._. iiiiLi1. . 11-V711L�� ...�III�IILII.- IIIIf111L� i liL�1.=..�III�l1ILil IIIIa I1L�1.-III .,�I�IIL��.-III'l E I uIL!2..-. Iem2 iiiiI .. ul!!!! iriiIC .. ulm� _ 1 1SA ie. °- I u m O. Appian Way Pedestal System CO O 21 36" Diameter x 24" Height Planter Appian Way Edge Pedestal APPLICANT: ❑ 22 3' X 3' X 24" Planter Madrona Real Estate Pedestal Paver Detail _V) Not To Scale E DATE: a, c 5.29.19 0.E PJLA JOB NO.: o DRAWN BY: PJ r 0 z CHECKED BY: PJ co R a GRAPHIC SCALE LANDSCAPE PLAN 10' 0 5' 10' 20' N 40 M SHEET ^ NW SCALE OF 2 0 IRRIGATION NOTES m 0 0_ a w IRRIGATION TRENCH DEPTHS, 18" FOR MAINLINE, 12" FOR LATERAL LINES. TRENCHES SHALL BE FREE E E OF ALL DEBRIS THAT CAN RESULT IN DAMAGE TO THE PIPING. EE c a ADJACENT C.) U 0 SET VALVE BOXES SQUARE TO ADJACENT BUILDINGS, WALKS OR PARKING. RETAIL P 2^ 2' BUILDING U U U PLAN IS DIAGRAMATIC, STANDARD TRADE PRACTICES TO BE EMPLOYED TO INSURE ECONOMY OF Z m o- TRENCHING AND SLEEVING. EXACT LOCATION OF LINES AND HEADS MAY BE ALTERED BY CONTRACTOR ca a a TO PROVIDE BEST WATER COVERAGE. MANUFACTURER'S RECOMMENDED HEAD SPACING SHALL BE - co . EXCEEDED ONLY WITH PERMISSION OF LANDSCAPE ARCHITECT. j c LU De a , ' OWNER TO PROVIDE DEDUCT/EXEMPT METER AS REQUIRED BY WATER PURVEYOR. 1 O k2 SWING JOINTS TO BE EITHER TRIPLE SWING JOINTS OR TORO FUNNY PIPE. iii. 2'OVERHANG PAST LEAVE A MINIMUM OF 3' OF ADDITIONAL CONTROL WIRE LOOPED AT EACH VALVE BOX. ATTACH EEL STOP,TYP. w .47.0 `° CONTROL WIRES TO THE ADJACENT PIPING WITH ELECTRICAL TAPE, AT LEAST EVERY 20'. RUN 3 EXIST. L.S. AREA 353 sq ft lL DRIVETHRU �- SPARE WIRES ALONG ENTIRE LENGTH OF MAINLINE, LOOP THROUGH EACH VALVE BOX TO FARTHEST Q 1--: a, VALVE BOX EACH DIRECTION. NEW 8"RETAINING - - - - - - - - - - - - - - - - l . TI ' C0 N- r'�r= ALL,SEE CIVIL _ _ - - ��� I a G. ra S 000'42"W 82.75' IRRIGATION SCHEDULE r SYMBOL TYPE MANUFACTURER DESCRIPTION —L I % - , � —�' _� �/ _� _� _�/ \ fD \ I■_-, • w, AI 1 • - a) Q T H TQ F SPRAY 1806 SERIES - 30 PSI - 8', 10', 12', 15' RADIUS. y O�/� \.. I,���POP-UP RAINBIRD SST, CST, ES NOZZLE AS NEEDED TO PROVIDE HEADI,��� 1 or SHRUB TO HEAD COVERAGE OR APPROVED EQUAL.EST SST CST �i 111 19 ° a m -' N 00 �b, (13 QQ T H TQ F SPRAY 1806 SERIES - 30 PSI - 8', 10', 12', 15' RADIUS. " c in r POP-UP RAINBIRD SST, CST, ES NOZZLE AS NEEDED TO PROVIDE HEAD $-0 % lain. \ / I ,■■i V �- w E o Nri c a, (If r jrc°i4Is Zoll o a ❑ LAWN TO HEAD COVERAGE OR APPROVED EQUAL. 0 ® 0 © 0 0 El N N a U n EST SST CST ��� �!'�1 SIGN: L.S.AREA58 sq ft 1' 9 7" k 0 y c Q o 9 O ROTOR 1806 SERIES - 30 PSI - 8', 10', 12', 15' RADIUS. "DO NOT ENTER" Q T H TQ F HEADS RAINBIRD SST, CST, ES NOZZLE AS NEEDED TO PROVIDE HEAD �� (� TO HEAD COVERAGE OR APPROVED EQUAL. \ - J co r g _ ;, ® BUBBLERS 1804 SERIES - 30 PSI - 5'R STREAM BUBBLER c, POP-UP RAINBIRD NOZZLES. m / Q T F SHRUB � IIEWALK ZONE# AUTOMATIC ,�a•� n1 0 CONTROL RAINBIRD 100 PEB SERIES - WITH VALVE SIZE, GPM, AND t7 to t5 to t3 t2 tt tp //' �`1�n` Sh A VALVE HYDROZONE # 8 p+ 8' � ,, e,0" 4 7 i 7 in �C SIZE GPM VALVE BOX AMTEK STANDARD T ADARD OR JUMBO AS NEEDED - OR APPROVED c C EV C O ��`� I iN� � 4 State of N �f / "' "' liii) Washington M METER RAINBIRD 1 " INSTALL PER COUNTY STANDARDS. N registered railDOUBLE cy�, `� `` r ���, #8 Londscape Architect CHECK FEBCO I Ya" 825Y - OR APPROVED EQUAL. _ — - - a Lon 114 ASSEMBLY - QUICK RAINBIRD 3RC W/ 33D KEY OR APPROVED EQUAL. _ ,kit„ ��l�j-- . A 1RS9 COUPLER �R O GATE VALVE NIBCO T1-1 OR APPROVED EQUAL. � ■IIrIIIIl — �r gnat/ Pau Ja, 4 I certifica - o. 566 iv L.S. AREA19 sq ft sq I liii 6 L.S.AREA22 sq ft $ © CONTROLLER RAINBIRD ESP-LX Plus - 12X SERIES - OR APPROVED EQUAL. NEW UNCOVERED POC I AMC19.82.040 B.1.b.ii ■ ■ POINT OF CONNECTION. �i�1■� I c SEE 2/A8.1 '��■: • - i!� ! I I — — — MAINLINE RAINBIRD 1 Yz" SCHEDULE 40 PVC N L.S. AREA140 sq ft • Q 1ST.POWER POLE LATERAL RAINBIRD CLASS 200 - SEE SCHEDULE OF PIPE SIZES. I �� N 4 LINEI I l A SLEEVING RAINBIRD SCHEDULE 40 - 2X'S DIAMETER OF PIPE. 4 111 I III f=:I ID A� [d PIPE SIZES a Mal oIII FF+28.63' I 19� — — Le a Mica I- ♦J Z 5 ,,d GPM PIPE SIZE 1111 - I ,Iii ,■V .0-8 3/4„ i , d y ��/ z ill o o9-15 1 "16-22 1 %4 ` liti1 9L.S.AREA517sqft23-35 1Y2" it \ J i, ■■�t_ _1 36-55 2" I i I MIN III cc an AI IV 111•11111111111111mow. cl — — — — III ill 4p., .... gas ri i .0 a? acknorr im 4 4' S• I MI ��� E I S 0°00'57"W >�9.88' 1 �n -•• ' ,iii'/ Q • 5'-0" a /g VI •� -18'-0"-L RETAI IN: Mal 1I 1/4 0 m ��+ - - —-ice- - - �� -a �_ ( - - HEIGHT:2'-01O11 ���I m - - _� - _ �- - - - - -�- _ APPLICANT: - - - ;% / Madrona Real Estate o _�__ . i4! amow - - C7 - - - - - -Cj- - - -9- - -= /i/.i/.' - - - - - -- L/ - - - - - U - - -tZ1 - - - DATE: IL 19'-0• 14'-11" 20'-0" — — � , ��I 20'-0" 30'-6" , 9.9.19 "o / - - - - - - ,c,- - - ^f� - - - « - - - - a • IST.POWER POLE PJLA JOB NO.: DRAWN BY: pj o 1 #2 , CHECKED BY: pJ 9 3 L.S. AREA965 sq ft o 1 " 19.2 e 19.5 GRAPHIC SCALE IRRIGATION0.L.S. AREA711 sq ft PLAN N 10' 0 5' 10' 20' del)"0"AVENUEe SHEET ( 1"-10' ) 11 N SCALE 0 OF2 ) >- IRRIGATION NOTES 00 a N IRRIGATION TRENCH DEPTHS, 18" FOR MAINLINE, 12" FOR LATERAL LINES. TRENCHES SHALL BE FREE g E E c E E E OF ALL DEBRIS THAT CAN RESULT IN DAMAGE TO THE PIPING. v U U SET VALVE BOXES SQUARE TO ADJACENT BUILDINGS, WALKS OR PARKING. 2'U U U PLAN IS DIAGRAMATIC, STANDARD TRADE PRACTICES TO BE EMPLOYED TO INSURE ECONOMY OF Z in c O c TRENCHING AND SLEEVING. EXACT LOCATION OF LINES AND HEADS MAY BE ALTERED BY CONTRACTOR — & m co O) m a ' TO PROVIDE BEST WATER COVERAGE. MANUFACTURER'S RECOMMENDED HEAD SPACING SHALL BE > U in in EXCEEDED ONLY WITH PERMISSION OF LANDSCAPE ARCHITECT. CL a y y OWNER TO PROVIDE DEDUCT/EXEMPT METER AS REQUIRED BY WATER PURVEYOR. SWING JOINTS TO BE EITHER TRIPLE SWING JOINTS OR TORO FUNNY PIPE. v in LEAVE A MINIMUM OF 3' OF ADDITIONAL CONTROL WIRE LOOPED AT EACH VALVE BOX. ATTACH CONTROL WIRES TO THE ADJACENT PIPING WITH ELECTRICAL TAPE, AT LEAST EVERY 20'. RUN 3 W r r r SPARE WIRES ALONG ENTIRE LENGTH OF MAINLINE, LOOP THROUGH EACH VALVE BOX TO FARTHEST Q N rn 6.r N VALVE BOX EACH DIRECTION. Q m IRRIGATION SCHEDULE SYMBOL TYPE MANUFACTURER DESCRIPTION c)Q) t-i Q T H TQ F SPRAY 1806 SERIES - 30 PSI - 8', 10', 12', 15' RADIUS. N E POP-UP RAINBIRD SST, CST, ES NOZZLE AS NEEDED TO PROVIDE HEAD A V o rn rn m e r SHRUB TO HEAD COVERAGE OR APPROVED EQUAL. (� Q g f6 EST SST CST -, o oaCi c & ° 9 O CO Q T H TQ F SPRAY 1806 SERIES - 30 PSI - 8', 10', 12', 15' RADIUS. Q) ll o m N � �- w Eoui >, POP-UP RAINBIRD SST, CST, ES NOZZLE AS NEEDED TO PROVIDE HEAD tj aj r j °' v o a ❑ LAWN TO HEAD COVERAGE OR APPROVED EQUAL. (1 0 N ; B. " 16n EST SST CST -a i) ai C c a Q 9 O ROTOR 1806 SERIES - 30 PSI - 8', 10', 12', 15' RADIUS. CZ Q T H TQ F HEADS RAINBIRD SST, CST, ES NOZZLE AS NEEDED TO PROVIDE HEAD J TO HEAD COVERAGE OR APPROVED EQUAL. 6 e e BUBBLERS 1804 SERIES - 30 PSI - 5'R STREAM BUBBLER POP-UP RAINBIRD NOZZLES. Q T F SHRUB ZONE# AUTOMATIC 100 PEB SERIES - WITH VALVE SIZE, GPM, AND ilLU CONTROL RAINBIRD HYDROZONE # VALVE SI SIZE e GPM VALVE BOX AMTEK STANDARD OR JUMBO AS NEEDED - OR APPROVED L. State of �M METER RAINBIRD 1 " INSTALL PER COUNTY STANDARDS. _I Washington - MI DOUBLE Mal %4 d CHECK FEBCO 1 " 825Y - OR APPROVED EQUAL. registered � � Lanscap I e Architect ASSEMBLY ' QUICK COUPLER , RAINBIRD 3RC W/ 33D KEY - OR APPROVED EQUAL. TR� PY ' O �D Pau Jo, GATE VALVE NIBCO T 1-1 OR APPROVED EQUAL. I certifica - o. 566 C CONTROLLER RAINBIRD ESP-LX Plus - 12X SERIES - OR APPROVED EQUAL. 1 I ' POC POINT OF CONNECTION. !IL I 4 ilk — — MAINLINE RAINBIRD 1 Y2" SCHEDULE 40 PVC • `w/ _ _ _ _ _ _ LATERAL �'"'"' LINE RAINBIRD CLASS 200 - SEE SCHEDULE OF PIPE SIZES. ant A SLEEVING RAINBIRD SCHEDULE 40 - 2X4 'S DIAMETER OF PIPE. aJ 0 taitt 4 PIPE SIZES 1 ♦--I z g Q eq GPM PIPE SIZE N —IQ E z 0-8 3/4" _ �P I C1 0 J z p aaa O 9-15 1 " 111 J 16-22 1 j4,. : z,„etri-1I,a a a a , Cti A a 03 3 23-35 1 %2" -0 Q ice 36-55 2" Pooi int of Connection 1 1 ; 12 ; 13LL a to Plumbing and wiring �11-4 21 �� 1� 1 through building by o others. Water must Be isolated from Potable Water Supply • c APPLICANT: co Madrona Real Estate s V, Id V al Q DATE: a, c 9.9.19 E PJLA JOB NO.: c) DRAWN BY: pj 1 a CHECKED BY: pj ta as GRAPHIC SCALE IRRIGATION E 10' 0 5' 10' 20' PLAN N '� N m SHEET o ( 1"=10' ) 1-2 N SCALE m 0 OF 0 tI __jI I I DEMOLITION AND SITE PREPARATION NOTES: JOHNSON OAKLIEFARCHITECTURE & PLANNING uc I-- I I 1. CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL DRAWINGS AND SPECIFICATIONS �� _ _ TODETERMETHE EXTENT OF EXCAVATION AND DEMOLITION REQUIRED TO RECEIVE SITE j—jii I 2 ODFENCETOBE DEMOLISHEDEXISTING CHAIN L 'K FENCE TO BE D °ED i EXISTING SIDEWALK �, 3. THE CONTRACTOR SHALL INCLUDE IN THE BID THE COST OF REMOVING ANY EXISTING SITE STATEASHINOTON . I 1g 31 — — — — PROPERTY LINE 82.75' ' w I FEATURES AND APPURTENANCES NECESSARY TO ACCOMPLISH THE CONSTRUCTION OF THE �� ` • I E _ .—.—.— .— .— .—.—'— '— ' '—'— '—. —. •— - -J PROPOSED SITE IMPROVEMENTS. THE CONTRACTOR SHALL ALSO INCLUDE IN THE BID THE • tk R COST NECESSARY TO RESTORE SUCH ITEMS IF THEY ARE SCHEDULED TO REMAIN AS PART OF • •• ' II PROPS I THE FINAL SITE IMPROVEMENTS. REFER TO PLANS TO DETERMINE EXCAVATION, DEMOLITION I �' cc H I ww AND TO DETERMINE THE LOCATION OF THE PROPOSED SITE IMPROVEMENTS. I , p I Madrona Real Estate io D 4.THE OWNER RESERVES THE RIGHT TO REVIEW ALL MATERIALS DESIGNATED FOR REMOVAL AND TO RETAIN_____ mos, � --\ I I EXISTING O I CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE OWNERERSHIP OF SUCH MATERIALS. IF THE S TO HAVE THOSE MATERIALS A SR RETAINS ANY MATERIAL HE Investments VI I I LLC — " ',y I- EXISTING- CONCRETE TO E �� REMOVED OFF SITE AT NO ADDITIONAL COST. 1320E PIKE ST. CONCRETE TO BE DEMOLISHED 5. UNLESS SPECIFICALLY NOTED TO BE SAVED/STOCKPILED OR REUSED/RELOCATED ,ALL SITE SEATTLE WA 98122 / DEMOLISHED I FEATURES CALLED FOR REMOVALSHALL BE REMOVED WITH THEIR FOOTINGS,ATTACHMENTS, I- - -_- - r I I I BASE MATERIAL, ETC,TRANSPORTED FROM THE SITE TO BE DISPOSED OF IN A LAWFUL • 1 T ::' tI MANNER AT AN ACCEPTABLE DISPOSAL SITE AND AT NO COST TO THE OWNER. • �'' - 0 6.ALL EXISTING SITE FEATURES TO REMAIN SHALL BE PROTECTED THROUGHOUT THE fit:.s.::::: ::`^...T:':.'`: " .:.^ .:;�.:.- _ ..- . r.., w DEMOLITION @ ALLEY TO I•: ::;., • tit CONSTRUCTION PERIOD.ANY FEATURES DAMAGED DURING O OCCUR PER MO PIZZA '::" .a . ..:.: �. -. ....: ,:.::..: ..: .:.:. ..,.::..:: = CONSTRUCTION OPERATIONS I.'., . co H ..: ..: ..:..: ..:•.:; .: .: ..: .. SHALL BE REPAIRED RE OR REPLACEDTO THE SATI SFACTION N O OF THE OWNERS RSREPRESENTATIVE - II - {� �. J DEMOLITION - ._ P N ` :..}:q C:'N• 1014 18TH ST r - p � AT NO ADDITIONAL COST. :' '� - EXISTING HOUSE'' %'' `Llr:" I p 7. DURING EARTHWORK OPERATIONS, CONTRACTOR SHALL TAKE CARE TO NOT DISTURB I: .':1 I TO BE DEMOLISHED w I- w EXISTING MATERIALS TO REMAIN, OUTSIDE THE LIMITS OF EXCAVATION AND BACKFILLAND " ';:.I I I SHALL TAKE WHATEVER MEASURES NECESSARY AT THE CONTRACTOR'S EXPENSE,TO p m I I w H PREVENT ANY EXCAVATED MATERIAL FROM COLLAPSING.ALL BACKFILL MATERIALS SHALL BE '::"� I m I PLACED AND COMPACTED AS SPECIFIED TO THE SUBGRADE REQUIRED FOR THE z I re INSTALLATION OF THE REMAINDER OF THE CONTRACT WORK. 15 I L !- - --' J = I 0 I ' "'I I _ _ - 8.ALL ITEMS CALLED FOR REMOVAL SHALL BE REMOVED TO FULL DEPTH INCLUDING ALL - J -c :1 FOOTINGS, FOUNDATIONS,AND OTHER APPURTENANCES, EXCEPT AS SPECIFICALLY NOTED U g- " OTHERWISE. z I I ': II ai O II z o I ww 9. CLEAR AND GRUB VEGETATION'SHALL INCLUDE REMOVAL OF GRASS, SHRUBS,AND W W I I - - II UNDERBRUSH, REMOVAL OF ROOTS, ROUGH GRADING, INSTALLATION OF LOAM(IF " " `" : '•``.:::':';,.:;:, . II APPLICABLE), FINE GRADING, SEEDING AND TURF ESTABLISHMENT BY THE CONTRACTOR. II r - - - CO i I w _ I I 10. THE STORAGE OF MATERIALS AND EQUIPMENT WILL BE PERMITTED AT LOCATIONS - - DESIGNATED BY OWNER OR OWNER'S REPRESENTATIVE. PROTECTION OF STORED 26 I E TI CT 1 I MATERIA LS AND EQUIPMENT SHALL BE THE SOLE RESPONSIBILITY OF TH CO NTRACTOR.OR , • I URE l , TOBE DEMOLISHED THE CONTRACTOR O HEDRA ORSHALLPROTECT O CT EXISTING TREES T O REMAIN CONTRACTOR iS7741 ClWCRETE ON RACTOR SHALL , ''''•::5� :::' 1 INSTALL TREE PROTECTION BARRIERAFTER CLEARING OBE D..M USHEb....... .......... . �..:•..:.. UNDERBRUSH AND TAKE DUE CARE TO .. • PREVENT INJURY TO TREES DURING NG CLEARING OPE RATIONS.N SI I I I ;:':1 I 12.THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ABANDONMENT, ALTERATION EXISTING CHAIN LINK FENCE I I AND ADJUSTMENT OF GAS, ELECTRIC,TELEPHONE AND ANY OTHER PRIVATE UTILITIES BY THE TO BE DEMOLISHED UTILITY OWNER AT NO ADDITIONAL COST TO THE OWNER. --------------- - ---- --_-= U X25 X X >t X �( X X X x �I / w I 13. SEE CIVIL, MECHANICAL,AND ELECTRICAL DRAWING FOR ADDITIONAL DEMOLITION NOTES. z W1 Zo a I I GI N I a 04 PERMIT REVISIONS 12.18.19 1 o I i 03 PERMIT REVISIONS 11.05.19 N _ 27 I 02 PERMIT REVISIONS 10.02.19 I i 01 OWNER REVISIONS 09.09.19 Z w X o I NO. DESCRIPTION DATE O cc w I a I I I \ REVISIONS I i I I OAP 2019.008, BLD-2019-0511 PROJECT NO: I I I L _ -I I I DATE: 12/18/19 1020 HST I I DRAWN BY: EL, MV, JH EX - ING HOUSE BE DEMOLISHED p APPROVAL: SJ I I I I GARAGE EXISTING I �I STRUCT L_ - -I r _ --II 29 I E 7 I Q OLISHED I Fidalgo Flats 1715 O Ave. Anacortes, WA PROPERTY LINE 99.88' 4 I � IN � � /i �� I I DEMO SITE PLAN - �� �� _ _ — I I— BUILDING PERMIT SHEET NO: en a. 1 . 0 a "O"AVENUE I o —_________-----------------T-------------------------------------------- ---------------------------------------- --- / DPD APPROVAL STAMP: m \ i ai N 0 a DEMO SITE PLAN a SCALE: 1" = 10' 0 5' 10' 20' 1 0 I x '1-0" x ADJACENT RETAIL I \ II BUILDING JOHNSON OAKLIEF j II eA' ARCHITECTURE & PLANNING tic I I I I I I °� STATE DISABLED o 2124 THIRD AVENUE,SUITE 200 I PARKING A REIQU REDMIT SEATTLE, WA 98121 206-448-7580 i I ' ill W TOW-AWAY ZONE I IOQi z y 2"GALV. STEEL PIPE ---- —1--------, I I PHONE 555-5555 EXIST. N LL O 04 � RCHRECT DRIVEWAY I z u_¢ ' re Q z W EXIST. a-I z VAN 1 DRIVETHRU _ _ _ a z O �`a P JO •1� I 2 o o ACCESSIBLE " / I NEW 8"RETAINING 10'-0" 04 y , WALL,SEE CIVIL LANDSCAPE BUFFER I O 1''O" SEE LANDSCAPE FOR LOCATIONS STATE •' ASHINGTON 2'OVERHANG PAST BOTH SIDES O I.= ---.rV $ t — 11 il" m �_ ZLLW In WHEEL STOP,TYP —� em... . W L. .AR3' r o I o p DRILL 7/16" CEDAR COPING `" skisi S 0°oo'a2"W 82.75' 353 sq ft m HOLES IN LOWER ■ ■ ■ ■ ■ ■ ■ ■ , .3�' i',� /Ta - TT/i7T' J7717Ti i7/00'42" 82. 77 )77/i77/ 'i7T 3sgftr'i77in / e- lS 1X6 CEDAR BOARDS; / • PIPE FOR 1/2" BOLTIj _ STAGGERED,BOTH SIDES � Madrona Real Estate ' .mr, / ///// —N \ NOTES: • %Ci , ///// ■�� o I2"SLEEVE MINIMUM 0.062"THICK ALUMINUM 2X4 PRESSURE TREATED //// / ///// TED"� MNIMUM 0.06 "T ICK ALUMINUM OFA SUPPORT BEAM,VIP. Investments VIII LLC NEW6• XT'UDED /// / //////' IMP r5 ' Q PIPE-HOT DIP 2. LETTERING,SYMBOL AND BORDER 4x4 PRESSURE TREATED °D ° " / iiiii/ �— �_ I [V SHALL BE REFLECTIVE BLUE ON WHITE —� ,r CURBi / • iiiii, �L �7.� r GALV BACKGROUND. POST IN CONCRETE FOOTING 1■ ■ ■ ■ ■ ■ ■ ■— iii ' F iiiii/l ■�1� SEATTLEPWA 8122 q i O 3 PLACE IN FRONT OF EACH a,� G4 O KOy 111 N /,,,// ��� F- jACCESSIBLE PKG STALL WITH CLEAR �����1u�` l, J /�S/ �—CONC. FOOTING ►•: w �. oI , ///;,a ■■. VIEW,BUT NOT TO OBSTRUCT `�//�`//�� /�� NOTES: infl /// \/ //////,1• 04 ( PASSAGE FROM PKG STALL ORANY ,'i,'i// C ^ -DLit I / //// l �� � / O} j WALKWAY _ _ _ _ 9 % \\ a' ■NW IP W I PRIVACY HEDGE(32"MIN. HEIGHT) ,//iiii o 0 0 © ooa I!, o ; ;;i;,. p��i ///// 04 9'-7^ W NEW LANDSCAPE AREA SIGN:'ONE WAY' : I L 58 sq NEW PERKFILTER CATCH BASIN k I EW SIDEWA pp ~ /// OF iiii%ii,'i 'DO NOT ENTER" ADA SIGNAGE 1 FENCE �F- BY OLOCASTLE cocXo / 7 W 'm SEE CIVIL C4 04 W /� 1- SCALE: 1/2" = 1'-0" INOT TO SCALE ' I� co NEW CURB CUT y , / Q W<7 NEW ASPHALT 11111117:f TYPE3PERWSDOTWm'C I$ \ PARKING LOT N • STANDARD PLANS Q I CG IN PARKING LD z j x 3'$" �• COPING Q I°m� 17 STALLS \� "ONE WA IsEWALKI O o r 044 SIGN:•ONE WAY"& _ _ _ \ ��� N j CMU WALL "DO NOT ENTER" SPLIT-FACE J _ , �__i._ +--i -a--a---+--a-+ ROSE AND GRAY 22'-0" iiii/ 04 ' till 1716 15141312 .1, ` 1110 I /� ///////�1 ■■■ ' L�II�II��IJ�II�II����JJJ■JI��:��, , o ' 111111: 8:Q 8• 8:O iiii/P INTEDCROSSWALK (TRASH CC EV C 0 I 1 ///// I - _ __ __ io non La������■et-5 ////n 130'TURNIN e13:01 ' ■==f•i���=I• fli==MIS // ,//,1NI m.1 I iii✓'•/I - r--r--r--T---1 --��Ili I .' + ,�//// ` ['WI / ( I / ///,cv� - _ __r__r_ --I ' ECONCRETE PAD .11,4NCLOSURE PE- . .�Q .�Q� .�Q .�Q .A AA 02 02 ii i///////,1 J■■ I I rr +_ ANACORTESENG. ���� - �T °` iii / iiij / i 1 \ ST-O6STANDARD DETAIL G � � a _ \ iiii%/. /// . a J ,■,I �j �_ Lis l' aw y ^ - ///,//• .- i// I.II■ j %$-aca /, .—.—iii i ,� /Tl/T//r//TVl/T///PPtp ///.O� I,■, I "�; __ P / _--- i �,I0r a/iiii/// //////////////////////, ///,�, / iiii// 7 i �� • '19 5 tea= ,/,� /,iiii// ///////////////////i// / /// ■■F I / / ///iiii m� .1 q, la\I 9i ��� ���� u e // '///// , o ' .- _ �_.._ ,,'L.S.AREA ���� W N i i i, ���� FF +27.59' 8 WIDE,30" ,�, 517 sq ft Lu DEEP BAY , II / �/ i/ i " F- , ,'fir/ � NEW UNCOVERED 22sgft ■■1 j ADA SIGNAGE / TRASH ENCLOSURE ELEVATION I','i/iiV/ 8TH HANGS e-I � ii,i/ iii: = SCALE: = ■ / / / PRIVATE PORCH PER 04 z r•-a i ' /iii/ ,■■' I m \ O 3� SCALE: 1/2" 1'-0" 1 -0" /t/ /� ,.S.AREA SETBACK J 4grf \ \04J1/8" ///�// AMC19.62.040 B.1.b.ii �I�■■■.• T//" ,■■1 \ Q 1 — ,• ft /�/ SEE 2/A8.1 1100 //// —ol. /�///� ■"■// /iii ■■� EXI- . •OWER POLE ¢ I _ C„ -F /5y/y ;iiii iii i , 32"HEDGE. o 0 j a NOTES 04 PERMIT REVISIONS 12.18.19 �� wm. 4"/'// / //'// II N 5 O1. DETECTABLE WARNING PATTERN AREA SHALL BE -- 07 ten• /)'/ /. + ///�/. "y// // ///q INDIVIDUAL OPEN SPACE 0 YELLOW IN COMPLIANCE WITH WSDOT/APWA =1r /// // ///i/////? PER AMC 19.62.040B.t.b. a I STANDARD SPEaFI[ATIONsernoNa-1a.3(3)' 03 PERMIT REVISIONS 11.05.19 _ �- /// .::i _ /(////////// i BROOM FINISH ALL ,•// / ///„//// W BROOM FINISH ALI u///////////1 m SURFACES BEFORE �i SURFACES BEFORE 2. CURB RAMPS SHALL NOT BE POURED INTEGRAL / / �'! PARKING PLAN CALCULATIONS: , //////////, ^^ O I SMOOTH TROWELING WITH SIDEWALK AND SHALL BE ISOLATED FROM // / ' 7//'///,//,///, "N I- j SMOOTH TROWELING 0 GAS METE / i//'//////////a EDGES AND JOINTS W _■' // /' _� REQUIRED PARKING29STALLS ////////// UJ EDGES AND JOINTS ADJACENT EXPANSONIOENALKBYA3/8"FULL DEPTH 02 PERMIT REVISIONS 10.02.19 ,,/,,/,//, , W B BACK OF S/W ■; ON-SITEPARKINGPROVIDED: I7STALLS /////////// 0- I 3. GUTTER SECTION AT CURB RAMP SHALL NOT BE 01 OWNER REVISIONS 09.09.19 J : �Aj OFF-SITE PARKING PROVIDED: 12 STALLSt ',//////////I - ■■■ a I ��III��JJJJJas POURED INTERGAL WITH ADJACENT GUTTER ��V■ +28:63' REQUIRED BIKE PARKING: 15 SPACES ///////// "' CJ t �,/� SECTIONS JOIN ISOLATED BYA3/8"FULL o :'B, //////// / /////,/,,// C7 W j CO DEPTH EXPANSION JOINT. i0 co PROVIDED BIKE PARKING: 15 SPACES , /,/,/,/,// z W NO. DESCRIPTION DATE :.iiii/iiiii% Y re , 4. CURB RAMP AND GUTTER SECTION AT CURB RAMP IMEMEI / STALLS BY TYPEt 'r,/ /////// < �0�� MAV BE POURED AS ANIMERGAL SECTION. IS „/ //„/,/ REVISIONS LOT COVERAGE CALCULATIONS LANDSCAPE COVERAGE CALCS FULL SIZE: 19 /-///////,1 F N j © © S. TYPE A-1 INTEGRAL CURB AND GUTTER PER CIN '//// /,/////////F. o 0 L ��� // COMPACT:B './////////// W y, STANDARD DRAWING307. PLN-2019-OOOB, BLD-2019-0511 '•,i,'� LOT AREA AFTER BLA: 13,207 SF LOT AREA AFTER BLA: 13,207 SF ACESSIBLE:2 INDIVIDUAL OPEN SPACE o ELECTRICAL ;4%ti //. 32"HEDGE. N , �_ BUILDING FOOTPRINT: 4,429 SF LANDSCAPE AREA: 2,669 SF ; /4 / / 1 PER AMC 19.62.040 B.1.b. C7 Itail I I 1111Mil 6. FOR RETROFIT INSTALLATION SAWCUT AND JOAP 2019.07 ADJACENT METERS :,{iii �i LOT COVERAGE: 34% LOT COVERAGE: 20,29^ t RAMP S'lA DING RAMP w� PROJECT NO: II d REMOVE EXISTING SIDEWALK,CURB AND GUTTER SEE A2.O-1 / / / / ,. 6'MIN r SECTION ALONG NEW E%PANSION JOINT ////////// , FACE OF CURB LOCATION.SAWCUT EXISTING PAVEMENT AS RESIDENCE '///C /////////, ' /// . /////////./ DATE: 12/18/19 REQUIRED F00.FORMING OF NEW CURB AND 1"F' //////////,s, I0 y, 2-O" fr///////I /i ■■■ GUTTER.PATCH PAVEMENT AS REQUIRED. DRAWN BY: EL, MV,JH `-1 -/i' ' EAVE PROJECTION iiii`F N .;i/ E1 INTO SETBACK FF+28.63' 14,-0" ////; Min I O © 7. FLUSH WITH GUTTER(NO LIP PERMITTED) CROSSWALK ,///:' ` Imili %ZZ' ■■■ I (SEE STANDARD DRAWING 721) PLAN 0 8. A MIN OF 4'OF THE RAMP WIDTH MUST FALL APPROVAL: SJ ///// WITHIN THE CROSS WALK SERVED BY THE RAMP. wYl '�iiiC% �� KNOX BOX I�\�■4'/,///(F ■■■ A � �,'i�i 6'-11 �� ��1■ iiiii - _ ��7 /// / /..��,,rr////tI ■■■ RAMP 6'MIN S'MIN RAMP 6'MIN 9. THICKEN EDGE TO FULL DEPTH OF ADJACENT CURB :5,/[ r �;/////)iiii//I LANDING SECTION. /, �� „/,///////, m pa MIIII NO ENCE WITHIN ' /iii 1■It■Idi iiiiiiiiii// iiii///////////////r// 1�L iiii //////// ////////////////////// ////////////� //,//////// -�''� N � �. :, / , ;iri,// i / / i;a�;;irii;; i ��/ ■■■ } Fidalgo Flats 10' oFO AVE.P.L. - ;//v - -i�/77/rir/' /r7/77/r//7/rn/T//77 I iNn i1i�.n j/ I .. A 'r//„/ 1■��■ .�� /////, iiiii////,"""'"/////// I'" •wa w rasea4.�/s, ,,/rr/Ti /////////////////////////,//////// ,D / // - ISfFYUJYY ///, ///'L.S.AREA//////// im� ///////,/////////////,///////////,//////„//„/„ , // /,, - 32'HEDGE./1'• v///////////• // LL//////GL " "" ""//LGL///////////////L//L /• 7.1 • SECTION A-A 1'i,'i,'i' i/iii ii//////////iii: 711 S9,/iiii/,'iiiii/ iiii ,/////iiiii BROOM FINISH /i/iiiiiiiiiii1///iii/,//F , iiii CI Q ` ,///„ / ,�,//////,////////,///////// - ,// //////////ALL SURFACES /////////„///„/„// ///// /1$/ ) r/// Q III o B RAMP ///// // /////'/"/"/"/"•"/"" 2 SHORT-TERM-I ////1II' //ZTROWELING ■■�-iii,'//,///BEFORE SMOOTH ///iiiii;L.S.AREA"/l///,'iii /�Fr��/A ii Q m j ///„ ,/,/ /„'INDIVIDUAL OPEN SPACE i,' � ///// , 965 ft ,./ /// // / ,///,//// 0 'WS%a04 „//// ///// / BIKEPARKING. // ,,,, ////////'. . . S9 v„/„/// „ iiii„/ 6'MIN TY " / iii// PERAMC 19.62.040 8.1.b. SPACES / I // EDGESANDJOINTS //////,/// ii„/,/„/// ,,,/ /,,, NEW LANDSCAPE v;„ ,//„/„// , F//,,,, „� :,,, „/„//,,,,// /„/„/ LANDING J 6„ Q m= 1715 O Ave. Anacortes, WA iiii /////////////////////4Q.c§iiii/// //// I /////u//,,,,,,,,, ,,,/,/.48'-10 ",/!y1/1yI�/1JI�j/fiyg,F�/F�,/�//y/y/�/y/�/�/ iiiiyg//�,/, Ili ■■■ SEE SHEET L-2 I 2 MIN MAx I{///// /,//,//,/////,//,//////////////t/� "N F'�YY / „/ ■ /,,,/,,,,/,/ „/„//,,,.vE71776/J7■7770■J7�J■■■/0 I� D / _ /1 1 �, ., U A 1�8" 2 3 8" /.\ I.\ iiii/ /////////////////////////////// / / / /// ���� /i///////.i�//�/ B 58" 1y2' , ,,,,,. ,ca:., ,,,cis i c.r-'.,J.s7, /„,•:; ./ ". MO I 1I .1 a C 7 16" 3/a" .• 5' 0" ��. t0-O. ETAININ• ■'�1 ����0`=T 7 s" 7 6^ __________________I ■■■ WALL,M• I T� C HEIGHT.2'-0 ■■■ lii NEW SIDWALK ■■■1 I - I / I © SECTION B-B DETECTABLE WARNING PATTERN SITE PLAN _ Ill \ ', ADA RAMP )A 19'-0" h1. 14'-11" 20-0" 20'-0"■--_ 20 30' 6 �im� \0 5/ NOT TO SCALE •NiqEXIST.POWER POLE \ / - BUILDING PERMIT j 1.9JI SURFACE MOUNT ��„ SHEET NO: NEW CURB CUT TYPE 3 PER WSDOT a ____v______ ____ — STANDARD PLANS "" I _ A2 . 0 I(3)GUEST PARKING SPACES TO BE PROVIDED ALONG 0 AVENUL PER AMC 19.64.030-040 _g 04 I H--36 jv DPD APPROVAL STAMP: ------------------------------ -�O"AVENUE-------------------------------- -- --H 24LJ ------------- m• ------------------------------------ , \ \ �(`,I a N fa V 0 \� SITE PLAN HOOP BIKE RACK 06 SCALE: 1" = 10' 0 s to' 20' SCALE: 1' = 11-0" 0 1/2" 1" z" C a N 0 0 I , C.L. 17th STREET 2T$° 136'$' �, 2TIN k 2T$• k 40'-1" k 84,$• 4' EXISTING k EXISTING CURB CUT CURB CUT JOHNSON OAKLIEF ,,,,,,,,,,,,,,,/,,,,,,,,,;, PARKING STALLS REQUIRED PER AMC 19.64.040, BY PROPERTY AND TYPE ,,,,,,,,,,,,//////,///,..� -ii„/,///////////////,/,f/�,/,/,///,///,/,, �.;7/////// 11,I!!\� ARCHITECTURE 8< PLANNING u.c :::IOEM NMI UVI ..u.u..1 1....u........ ' . .'� , !!!!!!!!!L'lm �m!'!mm\::::m1::_ :::: "_ omml le1_1_11._■l• !•• -_- '- 1 MULTIFAMILY: 1715 0 AVE 0 �.n I..u.....l....l....................l..l..l...n I�EE .-sa.!!!!!!!!!�__S.!!!!!!!!!!.._-_-- �.'„ REGULAR: 18 COMPACT: 9 ADA VAN : 2 NEW(2-•MPS =am1..IL.....!!!!!!!!!..!!!!!!!!!!!!!!!!!!!! 0 ,,,,/// •` S ///i//,/,/•1 I........1r/////0/,/;\///, / ,//,/ / -�•�I Y'- 0 2124 THIRD AVENUE, SUITE 200 SIDEWALK••MPS =am� - ii'I iiiiiiii/i ,, /,�,/� ����/���/ " " „„„ „,„„„ ' TOTAL: 29 !!! Q s'i;iii :: „//,//,/ I IIIIIIIIII,E/,/,,,/,//;,,,,,, Q „„ • „„ EXISTING SEATTLE, WA98121 206-448-7580 „ - """'"' . L /i iiiii %ii/ i) % % % %,,!!!! STREET FFIC RESTAURANT: 700 COMMERCiALAVE III 59'-T Blw�w •x■.• /u'I y'/i,/,// ........ IAQ, ",/ //,/ / „�///,/„/, /,//, , LIGHT rt • , III/ II N 1 -__ ",/// //,//////,/// II '� "" 41% diedamiiac. - - ------ / / , r•/ , MEN TOTAL 13 - _ _ __ _ _ _ , yy yy f} ���. REGULAR: 8 COMPACT 4 ADA VAN: 1 Min ... \Em - //, ////,/?i,////� u''i lil a /, /.-.!. !.. ,, , I ° ® _________ :��C U ��% ; RETAIL: 1704- 1710 COMMERCIAL AVE X !.! /, / g • - =3 . NEW ENTRY ,,, /.11.. liii MII• %%% ® I 0. 1OOOOOIOOOI EW MEN couRrREGULAR: 16 COMPACT: 8 ADA VAN: 2=sI ° ........! © '„/, /ol.. 4o.a TOTAL: 26 iiii inn 11.. 1 co c IB mum insImam SUM ACROSS ALL PARKING LOTS .!! I i 24 w . . Fc POR MAINIGHT ii..F! 15' I"_ Ci.l11.1 6m TOREMAIN .11.. ..! iw mjj o C TY- '] !I. • • I. rnm �z i :mo.z MIEN •!! qr4 IjJ.1II • . wo 10 • " '':Il:: REGULAR: 45 COMPACT: 21 ADA VAN: 4 no . •„ ./ III _ I� I , /.11..I:I rr ... 0- nr ■ ,. EMii, i EXISTN ;I I... q y? 1i.11l.I':' POLE LIHT ©• I... u POLE SIGN TO BE PJ .11.. RESIDENTIAL HOUSE Y��-- Q m� C 27 mum .11.. TYPE ICB Madrona Real Estate ... I;e/ ; o nin.III I::: RENOVATED .1I.. III 1019 17TH ST. 04 I I I I I I I I = 6 -3" �' RIM ELEV.110.9T $ ::: 1"' ' ❑ 04 •ow iiiE lllll 9'-D•11111 ! ' " .11.. ,9'-0• ,; ,�._,�.� Investments VIII LLC ED ,/' , - �• ..• EXISTING . 1...1 TYP. TYR �'. MI.II ::: r; S 21 I sL' ' CONCRETE PAD I!!.I �� �'.u•• 1320 E PIKE ST. „ , DN to NEW4'WIDE 1'.IL. - !!! Vii i , lriiiZ:'%.m� ■ 1...1____ CURBED PLANTER 13 ii,SIM. o III Ii% ❑ I I .•�(� 1.11.1�, - ol.. PARKING STALLS PROVIDED BY PROPERTY AND TYPE SEA20 E WA ST. NENEom �// , 19'-0" EXISTING 20' .,. _ _..-1��\ -.._-.IAM��I min ��� 1/// / TYP. EASEMENT ®`�•%%%% /nu. MULTIFAMILY: 1715 O AVE ❑X NEW SIDEWALK //„ .I1.. 'ii i • 9811190124 - NEW SIDEWALK IO 1 "iii '.11•. EXISTING III Y„ , 19 _ 1 lye , , Ming STREETLIGHT REGULAR: 19 COMPACT: 8 ADA VAN: 2 MEN /, / Er), `rl alit - ;;; ;, ' 1 ,_ EXISTING iii' % TOTAL: 29 „' EXISTING RESIDENTIAL BUILDING �" I 1 • __�� CURBED PLANTER © II�'ill�=: R RESTAURANT: 170000MMERCIALAVE e ,,,„„,,,,,, 1 ��' B / I /I III ��� SSSS 555 55 4 REGULAR: 11 COMPACT: 3 ADA VAN: 2 i "! 1o1s n ST. I i ,.. 1.. :::;;:""'/;; �1 �ii:D WINE TOTAL: 16 III I ..,/ I I:: ::: ® EXISTING '® jl`•��OI:: RETAIL: 1704- 1710 COMMERCIAL AVE x itt1!. .an TWO-WAY .II.. REGULAR: 27 COMPACT: 0 ADA VAN: 2 c iil / o TOTAL: 29 I 1 / I:: DRIVE AND fli:•••)••• I I I I.. .■■ 8 PARKING Q . C.L. . C.L. j i �■I ---______----_________----------. --—--—--I-.---'L-- I INN :�� © EASEMENT /1:// j D. _. 1 1 INN ... il ® 9812040003 ® � . z SUM ACROSS ALL PARKING LOTS Da 18'ALLEY C.L. 1 �� '1:: ::: QU — �1m WW Na REGULAR: 57 COMPACT: 11 ADA VAN. 6 > re 1_ 1 S V' 22'-0" ii, 19'-0" r 1 l.� .11.l Lu 4,_:// a� "/"/"/i 'iiiiiiiii I..........I iiZiiiiiii,i�„ III 4 -__--__ ea•• v 0 0 1 r nl.. TOTAL PROVIDED: 74 STALLS 1O fiii llll I,,, ,,,. . :r��� 9❑ . is. TO REMAIN In N 1.. 1 So ///!I/ ,,,, ,i • /� I I NEW' N.. 1 1 • ■..•MIIN .111. o "iii�I. '7"/'i rem : y7�*.. ///,//,///• a 1.. .II.. • „III r I I•• ��� J m :�I:: BIKE PARKING SHOWN ON A2.0 SITE PLAN %!.. • :00; i I \ f I.. ■.. Mi1.. " ii!!! l.00 En ,,/,,, 18 C f I!! !!! 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I. c 0 c c A. A. 841-101/8" JOHNSON OAKLIEF ARCHITECTURE & PLANNING to 8" 1 '-2 7/8" 10'-7/8" I 11'-6 1/4" 15'-2 5/8 " 7 10" 10'-1 3/4" I 13'-5 7/8" 8" ID _ t lO ME AL CANOPY OVERHANG CII I�� 2124 THIRD AVENUE, SUITE 200 �� a Ili I SEATTLE, WA 98121 206-448-7580 rr - I _ _ -_ - _ - - Cr- II II ii 8TRED) HITECT,01H^ r II IIII 101H•. 4g ° ! LL- _ _ — _ —a _-- OL 7 i_I@,I11 I���J - - — 11911111111Th'-- --11 u D01 ' 1ir I._ =I ' co ,I.. -- -iimin- `'I - is L .c� J , -II- - 'I - J STATEASHINGTON .I Madrona Real Estate 1 - Invest ments VIII LLC r - IW3.1-1H9 1 ' 1320 E PIKE ST. T " ,_ 2 s SEATTLE WA 98122 i1ll" 6'-1/6" 6'-1/8" UNIT 1 2 Dot NOTES: ' I ® 1 6. ® ,TV 1TV ALL INTERIOR WALLS TO BE W4.0 s, \ ow tIi - c_ - .." 3 N ilIII 10. c1I — — — _ 1 `f' UNLESS OTHERWISE NOTED i ' ALL DOORS TO BE 4" FROM la is _ ow ' I Dw I , DW OTOHERWISESEST ANOTEDLL ESS I I I o - i , v c - -_ � a• INiiii ALL UNIT ENTRANCE DOORS TO ° O , I Iif; BE 6 FROM CLOSEST WALL LA ' I.O O• 1 C t GAS METER ' I I 1 �� 1 11 cm _ ( 5.2A-2H' ALL UNIT ENTRANCE DOORS TO L cia FF +z8.s I s i, ' HAVE 18" CLEAR ON PULL SIDE ,, � o N �' =,G7 oJIM:I �._U 1 J / imO OF DOORS AND 5' SQUARE - � • I i I CLEAR SPACE IN UNIT i� 1a2 .I t I�I ' ` 17" wS.a,H w'y 1HALL DIMENSIONS ARE TO W5.0-1H^ " : FINISHED WALLS -111J .21t mimr _ noci O \� STAIR i in oiLlii 04 r _ y�iiiie:72:?Igirillim _ aIn LW5.01H^2 u :S W5.0-1H'• Q• �I� —1 10'-4 1/8" ;0..51E" �314" 61-8 3744" c., fas I _� . � � �'.W. °RAE sBIKEE (9) � - � � ' LEI L IKELE ,SEE 3 '' 05 �0 A-. ' ',� W5.0.1H•. W5.0-1H' I101/.� 1 �` �, ' I ® CD- �1iI 04 PERMIT REVISIONS 12.18.19 iilli t � � � A � � 103 PERMIT REVISIONS11.05.19 TER r LPL II M m .r. ,ELECTRICAL ME S I 1 o - . I'I . _ 11� - 10.02.19 ,. 1 � - ' II • � `.- - 02 PERMIT REVISIONS i_lida. , .. 4 „, et, . _I .- ,IIPPI§ �J - 01 OWNER REVISIONS 09.09.19 LOBBY:: nb,n5ipg ;owe z., . NO. DESCRIPTION DATE a2 6 1 II to - Illa : REVISIONS 1.0,H . PLN-2019-0008, BLD-2019 0511 PROJECT NO: JOAP 2019.07 5 it, sis , e,:, i W3.1-1H-. STOREFRONT SEE ZA2.2I ILL1. I II IY�: .r 11I I UNIT 1_ � _ - DATE: 12/18119 UNIT / UP �� 1.2-2H•I 2 - ' a® DRAWN BY: EL, MV, JH �� ,.a1H 6, 01 ci ,� APPROVAL: SJ I_ FF+28.63' EMI alIMII LID Eo i@ajr pri 1.0.1H• mingm- - - - - Fidalgo Flats COek_ - •In —_n. _ 1 L ' I� -11 _ m - - -- - a r - - - ter -ir r r 1 I I ^ L. I I 11 ,.a-, 11 _ J ° ,o-1H I I _ _ 1715 O Ave. Anacortes, WA II II II - - - - -_ Er-- E--- ;� _- __ _ _ - Er- : at- I ;-- 1 II II _ _ _ _ _ JL L JL — JL = I) •02 0 01 ME AL CANOPY OVERHANG %► 0 0 01 © I�� 0 1ST FLOOR PLAN A.9.0 17'-10 7/8" 2'-4 3/4" 10'-11 1/4" 6'-11 1/8" 7'-2 1/8" 11'-3" 26'-10 7/8" 84'-101/8" U 4 4' 8' N ,a 1 1ST FLOOR SCALE: 1/4" = 1'-0" CAPACITY 9 bikes per 8-foot unit BUILDING PERMIT 96" SHEET NO: IMMIflIMIIIIIS. --- (Standard Length) 97" min. MATERIALS 12 gauge galvanized steel trolley track �e ceiling height Stainless steel trolley assembly A2 . 2 f /�1� 1"16g arms iv ��'. KAWNEER TRIFAB 350T \ #Os k:,.„ CLEAR ANODIZED FRAME �S h ENTRANCE DOOR SYSTEM 'filth, q�� �����; MOUNT Wall Mount 04 , ",�,:•" i\t ✓ OPTIONS The Bike File is available In a wall-mounted configuration. DPD APPROVAL STAMP: ��y . \ �4 ^/! Please contact us if you are interested In a floor-mounted w .����Ml�ty R ����I1 r y �/�� 36"aisle Bike File. "r „ -� o I _. . - .4 50" . �2 STOREFRONT DERO BIKE FILE a 03 SCALE: 1' = 1'-0" a SCALE: 1/4" = 1'-0" 0 vz^ 1" o \ / , JOHNSON OAKLIEF ARCHITECTURE & PLANNING uc 2124 THIRD AVENUE, SUITE 200 SEATTLE,WA 98121 206-448-7580 87'-4 1/8" / / 7'-10" / 45'-7" ! 6'-5 1/2" / 27'-5 5/8" GISTERED t- 1 o 0 0 0 1 0 6 STATE N Milt • Ca , I I v 4'x8'BOLT ON I 10'.4" 15'-9 ,/2" Madrona Real Estate METAL BALCONY 1 0 iH N 1.1-1H O NY1.1-1Hf�-•ate I �' - I1Y1.0-1H , IrVi.,-1H- •,� O a - } - ® L I 1 I. ;,��eundy� Investments VIII LLC -�v1.0-,HRI I o - I 1320E PIKE ST. NV1.0A-1HI� 6'-6" / 9'-8 7/8" / 10'-7/8" 10'-7/8" / 14'-9 3/4' C 1Vwp13 SEATTLE WA 98122 ` m NOTES: UNIT (9 I' ~ 202 -w r' ,W5�2A.2HH I 1'-10^ ALL INTERIOR WALLS TO BE W4.0 rn o - 15.2A-2H� \.M��.. % - o J UNIT \ UNLESS OTHERWISE NOTED \ DOWN N © 0 204 1.0-1H•, \ t9 " • '6. '6. 1.1-1H'• N / 4'-3 " 6'-1/8" ALL DOORS TO BE 4" FROM 1s i CLOSET WALL UNLESS 6'-1/8" / a'-3/a" / UNIT Iwa. 10. z o OTHERWISE NOTED .x.1-1H^ O _. (x02°) 1 X02E I 1103EL \ (xm°) 203 (xao) IL © U F 43 /� jm O - - kt ooa 3< 01 ALL UNIT ENTRANCE DOORS TO V _ _ N - - , \co I J I - r "° BE 6" FROM CLOSET WALL r) ALL RS I / 1 rya ° / - - , - __ HAVE N8" CLEAR ON PUIT ENTRANCE LL SIDES DEO 1r s va^ , 4'-3/4" 4'-3/4" s-s^ s"� \ r - I / W OF DOORS AND 5' CLEAR FROM^� _ F ( � I I DW 1r1-1 i i 3'-9 1/4} y2' 4 3/4"y �1'-314" D�- I 4'-0" FACE OF WALL AI \ kr LJ7 .I- - - �w3- - - - - - -�. 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DESCRIPTION DATE 3'-10 1/8" �` IW5.3-2HFII IF! DW r Ie ' - _ _ REVISIONS C I ; 0 clV5.2A•2H13 tel -7Hf7� _ _ v 03 PLN-2019-0008, BLD-2019-0511 ° 5.9,1 / a O W5.2-2H W3.1-iHR� 1l8" C- W4'1 a o 0 PROJECT NO: JOAP 2019.07 ! \ - - - _ x 1 5.2A- HF j _�-�rc-f_ r _� (xOSFT , -� ---�-- ------ - \ DOWN _ 1 ,..sq I ----- --�- - {xo58, DATE: 12/18/19 A n\ co / 3'-10" T '-4 3/4" / 6'-8 1/2" / 4'-0" 6'-2 5/6" �� .1 I DRAWN BY: EL, MV,JH Y - / 61-7 7/8" yQI NvtoA-1HFIE-•r }I� - - - - - _] APPROVAL: SJ .3 ® X01E �� - A3.5 4'-7/8" 5'-9 3/4" .0-1HR m 7 'I \ 6 N o I ILL N- 6 O O 0 I I r ,00,\,N _ P IW3.1-1H I o I UNIT _ Fidalgo Flats in UP I ©\ 205 UNIT 1 0 I o �� ,� I � P80 r 201 F' zt v I b I 1715 O Ave. Anacortes, WA I20' I6,_ 4_a„ 1 1L _ _ _ -3" 10'-31/4" / I \ D Y' - t..-13 � 1 • J D \ \ ,.0-,Hf� NV,.,_,Hf>I N ,�,.,-,Hfl N1.o,Hq tw,.o,HFd I 2ND FLOOR PLAN 4'x8'BOLT ON ,},-' O 02 METAL BALCONY I� V 1.,-1H1� ° 0 °, 0 0 ° © 6lir BUILDING PERMIT P.3.0 SHEET NO: / 8'-41/4" / 9'-41/4" 14'-21/2"ir / 11'-11/4" / 101-10" 30'-117/8" / 84'-10 1/8"/ / A2 . 3 N ® 0 2' 4' 8' DPD APPROVAL STAMP: Ci) 2ND FLOOR SCALE: 1/4" = 1'-0" `a e cc a c 0 C c 0 c a ° JOHNSON OAKLIEF ARCHITECTURE & PLANNING tic 2124 THIRD AVENUE, SUITE 200 SEATTLE,WA 98121 206-448-7580 87'-4 1/8" / STERED 7'-10" / 37'-9 1/4" , 7'-10" 6'-5 3/8" / 27'-5 5/8" 1orii CHITECT O ® 0 1 6 ISTATE N IN1.1•1H ' .1-1H1 111 f\ - 4'x8'BOLTON METALOBALOCN 111" t � ` I■� 1.1-iH I ,.,-iH Madrona Real Estate 0.1H METAL BALCONY I 1.0-1 H' iti O io 1.i-1 H Nri.0_,HFIE- io A N N IJr� N � :: * Investments VIII LLC }v1.0-1Hq 6'-5 3/8" 1 ■ 7 0.tH' 1 �1'o-1Hp • 1320 E PIKE ST. 16'-2 1/8" / 10'-7/81' / / 10'-7/8" / 8'-0 3/8" / 7'-2" 0I SEATTLE WA 98122 rn c Co 0 O N I -Si UNITkr kr zo F- NOTES: 302 & C Iv1Y z q, 1 -10. ALL INTERIOR WALLS TO BE W4.0 402 0 1 I ��"^'`� °' I UNIT / N - - rD 304 & \\ - -•• 1.1-1H UNLESS OTHERWISE NOTED �--. �P 6. 1 18 404 fN1.0.1HR -iN1.1.1HF} „ �' .C34 V-1/8" .10- a ALL DOORS TO BE 4 FROM o b / f s'-1/a^ / a'-3/a" / UNIT (-sewn CLOSET WALL UNLESS g- i IW3.1-1HH-- 303 & r�5 ;A. v +s2.�7' � I © Z o OTHERWISE NOTED - - Lcxo2o> _l-- y =\ c2�1- p > _ \ a�°� Il 403 ( _ig -•; CO (ILVT / - - \ v g \ • DOWN I I v I .� � m o, ALL UNIT ENTRANCE DOORS TO / q y - - , ��I I ire) r - °° 2 �0 BE 6" FROM CLOSETS WALL ' I Y �L _ _ _ _ _ _ _ N / N I I x W I - / \ - - ALL UNIT ENTRANCE DOORS TO 12'-s 7/8" a'-3la" , a'-3/a^ s f/i'" ao K____1 6^ } ' I ,2 - I • 5.93 I / \ HAVE 18" CLEAR ON PULL SIDE -�- J I / OF DOORS AND 5' CLEAR FROM I DW i I ' 6-I 1/� , 3'-91/4"\ k2' a 3/4^/ 1'-3/4" DW 9 I ) FACE OF WALL U y _F_ T , ,,.N Ui I 1 I I � 1 4 I -0V - - - -I* N , so �- --- I + / `? a I I N I 1 Ei Nr1.0-1HF1 ALL DIMENSIONS ARE TO II " I a�-r' a 61/a" Y a I FINISHED WALLS °' CB [ m 1 UP *5.0 "\ `v I 10,_8" ^; I rn IW3.'-1Hf�} 6/ : ' "// I T� I ' BoI \ C \ v O I / FF+57. a0 O W/D I 1'-83/4"/ / W3.1-1H0 at O - - - ;cr �-, I I L Nr5.9Q 7 �fyS 01 \ \ / ® \ \F _ - `b I - J// ao ,2'-4 r"/ �" ,I' �I� i_L_ / 10'-11 1/2" 5'-4 3/4" 3'-3/4" / 10'-5" 8 1/2"t T T- 3/4" / 3'-11 1/4" io r IW5.0-1HFI W5.2-2H Co I ;- v W5.0-,H• ' en I W3. -1H co in m C o o OD co I H - O r Etifth n n A7.0 -T 5' 2" m 4 '-?�3/4"/ a co io 2'i0" 5' 3/4f FF +57.51' I�J3.1-1H� W52-2H 31-1Hfr� - a lo i I I / / 5' 8 3l4" 8'-8 1/8" 7" T-l/8" 6 1/2�� / 6'-11" 7 1/4"y / 5'-6 /4}W5.(-1Hf 5'-5 1/2" I 1n O _ } _ \� 1��a (xoiF) \ ■ 0 04 PERMIT REVISIONS 12.18.19 ® - - - % cox- - - _ -F -{VJ31"1 HF•��O- __\ � I A ° \ --1 W5.0-1 HF} 6,_'NS/9„o � / 5,-2 / 2,-0" / ` 0 5.91 03 PERMIT REVISIONS 11.05.19 J x"tP `o U I x co LE TO I�- -�. 02 PERMIT REVISIONS 10.02.19 >< '� EN UR I �y�� en m 05 0 -J _�✓) to. N 01 OWNER REVISIONS 09.09.19 m 5'-8" 5'-3 1/4" / 9' 4 3/4" �. 4"� 8 3 9'-7/8 A�.z N L T co �� In xic' CL J 11 0 2'-7/8" °' - G o, W4.1 �_ 7 ED I } I b NO. DESCRIPTION DATE } \ IW5.3.2HF}-• Q [0 �I 0 4ID REVISIONS ^J� DWI v b 1 I 03 PLN-2019-0008, BLD-2019-0511 o .s I In FF +52. 5.2A-2H- Ae.o / v p 3'-0" r JOAP 2019.07 O ` / \ I _ "� _ - I�.2�,1 -�/ v,i i`ti 7-.�n^ 7 8"li Be �j O PROJECT NO: \ I \ / \ ` n \ DONNco 1_,,,,r� " \ ose \ � � \ DATE: 12/18/19 m I �� W5. -2H • I ■ DRAWN BY: EL, MV,JH q 4'-7/8^ / - - P`--2 3/8^- N / r, / ; iv 'Y � �N�� v J APPROVAL: SJ 02 7-‘414- (" E) � xeSE 1.03.1-1H • _ 7 _ y to 117 -1 \ \ iN1.0-1H* y6" R. ZN .6I N I L.L. 4 N. O I I Cl/ 1 en 0o `DOWN -P I - � I ©, 306& Co -- to Fidalgo Flats UNIT ?b I cn I LT 405 IF co •8.0 301 & FF+57.51' I 9 ' ' IP I I 401 ;r: Q I 1 s,= v 4'-0" 1715 0 Ave. Anacortes, WA co / 20'-3 5/8" 10'-3 1/4" I�.l�titi " 10'-6 5/8" -8'-5 1/4" / I 1 '-5 7/8' / 8'-1/4" / t / 8'-1/4" �� I - - - - - 1 / I / 8'-1/4" r-_ D --i A I \ ( ,�f �IEt) --�--• \ . p D 3RD AND 4TH -aN,.41x8' Nyi.,_,Hf1} �iN ,.,•iH NV,.a,Hq Ig r Mi.o-1HF� I --- ,,.,_,HFi p FLOOR PLAN 1 ,B 1H " 4'x8'BOLT ON 0 4'x8' =OLT ON }�''� ,11 METAL BALCONY el - 5I MET LBALCONY - - - /r1.1-1HFi W1.1_,HF! \ " ED 02 A80 © ® 0 0 0 (5) 6 BUILDING PERMIT / 81-4 1/4" / 9'-4 4" 14'-2 1/2" / 11'-1 1/4" 53.o 32'-5 3/4" / 9'-10 1/4" / SHEET NO: 85' 4 1/8" / A2 ■ N /_ 4 �- 0 2' 4' 8' i-,� \ 3RD & 4TH FLOOR PLAN alDPD APPROVAL STAMP: iii Oi SCALE: 1/4" = 1'-0" m ci 15 " 0 a c R c L a JOHNSON OAKLIEF ARCHITECTURE & PLANNING uc 2124 THIRD AVENUE, SUITE 200 SEATTLE,WA 98121 206-448-7580 - <.STERED 84'-10 1/8" -CHRECT ' ,, 45'-7 1/4" T-10" 6'-5 3/8" m 24'-11 5/8" 1 1) 0II 4 8�� I STATE •' ASHINGTON - - .1-1H^ --I --------- I I 41x8'BOLT ON �[�il I I t , 4'x8'BOLT ON METALBALCONY I 1I �k ,,0-7H.. 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C 0 O JAOHINSON&OAKLIEF 2124 THIRD AVENUE, SUITE 200 SEATTLE, WA 98121 206-448-7580 24 GA METAL COPING, TYP. +02.88' - - - - - - - - .- - - - - - - - .- .- - . - - .- .- .- ._ ._ ._ .- .- .- ._ ._ .- .- . ELEVATOR PENTHOUSE ROOF ( -EGISTERED , CEMENTITIOUS SIDING , E ' 'CHITECT 04 , COLOR-SLATE 04 I PORTABLE AC UNIT 04 WOODGRAIN STATE •-'' ASH HNSO GTON VENT, TYP. ' ' SIDING ---- -__-__-_ +87.88' - - - - --- - - - -- - - - - - - - -OVERi*A n'-MAX-' I 1 ��- T.O. STAIR PENTHOUS, @ALLEY CEMENTITIOUS SIDINGIMPJ RESIDENTIAL EXHAUST COLOR-SLATE TERMINATION, TYP. I I Madrona Real Estate I Investments VIII LLC Io, 10. \/ � _ 04 ea CEMENTITIOUS SIDING 1320 E PIKES . COLOR-SLATE SEATTLE WA 98122 I I +78.8,' 04 I #R�7III'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIHI.IIIIIIIIII I Allir• • NOTES: T.O. 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COLOR-SLATE J- - - - - - - - - . - - - - - _ __-� _ - �.� - - _ - - _ ALL EXTERIOR LIGHTING WILL BE 50'ABOVE AVG. GRADE - - - - �. i' - - - SHIELDED AND DIRECTED AWAY +77.58' �� l 11 FROM ADJACENT USES. T.O. ROOF PAVERS 04 r ALL WINDOWS TO BE RECESSED 2" FROM FACE OF CLADDING, U.O.N. q \ / 1—.7PIPH hillhh- / /04\ ,�111111111 II ` 11111111111 1I I IIII III FLASHING BAND ■ ■ ■ I I I I I I I I I @ MATERIAL CHANGE ■ ■ 1:: 67.13 I�nl .. u111 5TH FLOOR _ CEMENTITIOUS SIDING ow 3'_,)" f COLOR LINEN _iklik, ,...., 600 @ _ _ - 04 al - — IIIIII1111 11111 1111111111re 111111111 a +57.51' _ - - - , 111 /11111111 0 I 4THFLOOR r _ _ ._ ._ . _ .- ._ _ _ . _ .- �:_ ._ .- . _ ._ _ _ _ .- . - _ . i Fri --1 -- - I, P II RES. EXHAUST TERMINATION 04 PERMIT REVISIONS 12.18.19 / ipaii O3 PERMIT REVISIONS 11.05.19 02 PERMIT REVISIONS 10.02.19 iirne j� 1111111111 lllllllil 1111 I 01 OWNER REVISIONS 09.09.19 +47.88' - _ _ _ _ _ _ _ _ _ _ � IIIIIII NO. DESCRIPTION DATE 3RD FLOOR - - - _._ ,__ - - _ - - ,_.-,. � - REVISIONS �� - - PLN-2019-0008, BLD-2019-0511 r ww w JOAP 2019.07 -•• - _ S 1 PROJECT NO: ./ > . ■ DATE 12/18/19 am - a DRAWN BY: EL, MV,JH - _� APPROVAL: SJ ■ ■ = IIIIIIIII e - � _ ■ _ II111IIII _ _ _ _ _ _ _ _ _ _ III 2ND FLOOR 04 - � — — — — - _ Fidalgo Flats �8 .-3/4" -- - 3 - - =i alsita FENCE ALLEY, — - _ w Fro - - - - - - FENCE AT ALLEY, I. SEE - _ _ �SEE A2.0 z_a _ _ _____ _ _ _ _ _ _ _ _ ==_= __ _ _ , _ _ II a __ _ -1 I 1715 O Ave. Anacortes, WA _ _ — — —_-1. . - L__ _I __..... _ I 1 / ' - •I i m . _ _ �� - 1 oa 1 -..._ - I Ni I NORTH ELEVATION a � � t -V _ ifl _a._ _ _ - - - enrmai NONRESIDENTIAL METER i TRASH ENCLOSURE GAS METER MAIN DISCONNECT RESIDENTIAL METERS BUILDING PERMIT SEE A 2.0 FOR DETAILS SHEET NO: +20.60' _ BASEMENT - - - - - - - - - - - - - - - - - - - .- A3 . 2 _ - DPD APPROVAL STAMP: NORTH ELEVATION a SCALE: 1/4" = 1'-0" ai Po CO ,l i 0 JOHNSON OAKLIEF ARCHITECTURE & PLANNING uc 2124 THIRD AVENUE, SUITE 200 SEATTLE,WA 98121 206-448-7580 +92.88's _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - -T.O. ELEVATOR PENTHOUSE ROO CEMENTITIOUS SIDING 4,0. - GISTERED COLOR-SLATE CEMENTITIOUS SIDING 1 RCHITECT • COLOR- SLATE 04 1 04 +8 .8 ... PJOH -.r. STATE •` ' ASHINGTON T.O. STAIR PENTHOUSE ------------•------- --------------•---- -------------------------------------.---.---.— --- CEMENTITIOUS SIDING FLASHING @ MATERIAL CHANGE COLOR- SLATE Madrona Real Estate .6 A Investments VIII LLC 1320E PIKE ST. • _•HANG ill SEATTLE WA 98122 +78.86 __ ME ._- T.O. PARAPE III (IIIIII IIIIIIIIIIIII'IIIIIIIIIIIIIIIIIII���allllllll lllllll, i' liiiiiiiiiiiiilliii ii li li11111111111111 lilililil lil iilii ' iii iii iiiii u II' Illllllllllllll 111 11�111IllIll111 1111 IIII ,IIII Illi {IIII NOTES: • • +77.88', _ - - -- - - - - - - - - - - - ALL EXTERIOR LIGHTING WILL BE 50'ABOVE AVG. G'r I • ,' SHIELDED AND DIRECTED AWAY FROM ADJACENT USES. +77.58' T.O. ROOF PAVERS inn____ TYP. VINYL WINDOW, ALL WINDOWS TO BE RECESSED 2" 04 _ FROM FACE OF CLADDING, U.O.N. CEMENCOOUS SIDING �� COLOR-SLATE ��� I I -� �+ 0 pa AC PORT TERMINATION,TYP. M 'I= OaliM Illral I . I, mm _ilil, Ill—�=- IL III 4 5�.1_- Al._ 04 — ---- allr— —I---.. .._I MIN _ WINDOW RECESSED 6" .1111 �_ II, I ,IIIII III III 04 �� — I' III IIIII = II__: I _ +67.13 _ _ _ I� I- a III ._. . .- 5TH FLOOR �, .11” . tit._ 3I a A1 s 0 =,= o •' - 9 WOODGRAIN SIDING WOODGRAIN I, NN M IN _ SIDING — —,'__ E� M 04 04 = —� .. WINDOW RECESSED 6" 11111 ® • _- 4TH FLOOR m i imm I III al! _bon i WINDOW ACCENT CEMEN ITIOUS COLOR SLIINEN _�IDING .I� ' M - @BAY WINDOW 04 �I, Iin ■.4444.4 AFri 04 PERMIT REVISIONS 12.18.19 (71 . 03 PERMIT REVISIONS 11.05.19 �(,I I� �. � lik= •, 1L �1'MI �_ 02 PERMIT REVISIONS 10.02.19 @ IIIIII _ III 01 OWNER REVISIONS 09.09.19 miim FLASHING MATERIAL CHANGE _ -_ ■ I 11111111111 111111111111111 DATE IIIIII — - NO. DESCRIPTION 3RDFLOOR — .— .— .— ._ . _ _ .— .— .— ._ .— ._. •— .— .— . — . — ._ .— . _ .— ._ � � ® REVISIONS C PLN-2019-0008, BLD-2019-0511 CEMENTITIOU SIDING i PROJECT NO: JOAP 2019.07 COLOR- SLATE = r --1 -1----- -04 = = i\ O . = O Fin r e DATE: 12/18119 MI DRAWN BY: EL, MV, JH — - `I I" _ --_ _,.--n-.._ i*, . . APPROVAL: SJ Mr ��__ � �!i ' IIII ` II 11111 — ® , III .,._ IIr°I'I$1i!:I. +38.26' - ._ .- .-.tea i ■i — Fidalgo Flats 2ND FLOOR RESIDENTIAL EXHAUST ' TERMINATION, TYP. L 0 O Q N 1715 O Ave. Anacortes, WA i +28.63', MI ■_44 ■ . id,1 , 1 , SOUTH ELEVATION — 1STc40Li _1' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AVG GR/+27.88'. E . --r------------------------------------------ -- I AVG. GRADE BUILDING PERMIT SHEET NO: +20.60' _ _ _ - _ - - .- - _ _ -_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DPD APPROVAL STAMP: SOUTH ELEVATION cri SCALE: 1/4" = 1'-0" 5 , . + I JOHNSON OAKLIEF ARCHITECTURE & PLANNING uc 2124 THIRD AVENUE, SUITE 200 SEATTLE, WA 98121 206-448-7580 to.. Ee EGC4:.0 HIISTTECT ERED 4 P JOHNSO STATE •- ' ASHINGTON ------------ PARAPET PARAPET Madrona Real Estate PARAPET OVERHANG \ —eV OVERHANG Investments VIII LLC +77.88' OVERHANG +77 88' 1320 E PIKE ST +77.88� _ .— � .� — — — — — — — — — — — •— .— . •— .— .—.— .— .—.— ._ SEATTLEWA9822. 50' ABOVE AVG. GRADE 50'ABOVE AVG. GRADE 50' ABOVE AVG. GRADE / WOODGRAIN SIDING E 50'ABOVE AVG. GRAD NOTES: CEMENTITIOUS SIDING ALL EXTERIOR LIGHTING WILL BE 04 COLOR-SLATE SHIELDED AND DIRECTED AWAY tCEMENTITIOUSSIDING ( S CEMENTITIOUS SIDING C j COLOR-SLATE O FROM ADJACENT USES. COLOR-SLATE (J ) PORTABLE AC UNIT, f 5"EXHAUST VENT. 04 1 ALL WINDOWS TO BE RECESSED 2" 04 04 TOORBEPPROVIDEDIT FROM FACE OF CLADDING, U.O.N. BY RESIDENT,TYP 04 +67.13' +67.1311 _ — — — .— . — .— .— .— ._ +67.13� —.— — — — — — — — — — _ +67.13' 5TH FLOOR 5TH FLOOR 5TH FLOOR 5TH FLOOR - - ( enernnewn 'CEMENTITIOUS SIDING COLOR-LINEN O 04 L LL..W +57.51' +57.51' — — _ — _ — — .— .—.— ._ +57.51 � — .— ._ +57.51' 4TH FLOOR 4TH FLOOR 4TH FLOOR 4TH FLOOR VINYL WINDOW O I.E. mo. 04 PERMIT REVISIONS 12.18.19 ��J 03 PERMIT REVISIONS 11.05.19 +LOOK _ _ _ _ _ _ +47.88' _ _ _ _ _ _• .— .— .— ._ ._ +47.88! — .— .— ,— .— .—.—.— ,— •— .— ._ +47.88' _ _ _ _ — .— ._ 02 PERMIT REVISIONS 10.02.19 3RD FLOOR 3RD FLOOR I 3RD FLOOR 3RD FLOOR —_, (j CEMENTITIOUS SIDING S r ( 01 OWNER REVISIONS NO. 09.09.19 CEMENTITIOUS SIDING r COLOR-LINEN 5 1 CEMENTITIOUS ^ TI SIDING j 5 DESCRIPTION DATE COLOR-LINEN REVISIONS 04 04 PLN-2019-0008, BLD-2019-0511 PROJECT NO: JOAP 2019.07 04 DATE: 12/18/19 DRAWN BY: EL, MV, JH +38.26' +38.26' _ _ _ _ _ _ _ _ — — — _ +38.26'� _ _ — — — .— • b .— ._ , _ ._ +38.26' _ — —® APPROVAL: SJ 2ND FLOOR _ __- 2ND FLOOR I 2ND FLOOR It 0 2ND FLOOR _ T _ CEMENTITIOUS SIDING Fidalgo Flats EMENTITIOUS SIDING `•• COLOR-SLATE • • OLOR-SLATE \\` 04 oa 1715 O Ave. Anacortes, WA +28.64 +28.63' +28.63' _ _ _ _ — . _ _ _ _ _ 1ST 8.6 _ _ _ _ _ _ _ _ _ _ --� GRADE — — — — `!`��````,��`````�" O��`" .c .— —V V AVG GRADE�PLANNE AVG GRADE PLANE + •1ST I (� — .—.— .— .— / � � � ``� ``� ``� ``� �� Y/�Ovj /,�'// y AVG GRADE PLANE HIDDEN OIe re //N'S��y'//N'' ,cN'' /.�c`y'/ tcw//w//w//<c HIDDEN ELEVATION 1 2 HIDDEN ELEVATION 2 HIDDEN ELEVATION 3 HIDDEN ELEVATION 4 ELEVATIONS 4 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 13/ SCALE: 1/4" = 1'-0" (4) SCALE: 1/4" = 1'-0" C\ / \ BUILDING PERMIT SHEET NO: A3 . 4 DPD APPROVAL STAMP: 2 a N o_ of m d r m o cn a Q o = o t +92.88' _ _ • _ •_ _ _ •_ _ _ _ T.O. ELEVATOR PENTHOUSE ROOF - I JOHNSON OAKLIEF t87,$$ ARCHITECTURE & PLANNING Li T.O. STAIR PENTHOUST • earn" 2124 THIRD AVENUE, SUITE 200 SEATTLE, WA 98121 206-448-7580 i11I!1jII11Ij1I!II11II111I1I1I11II! 50' ABOVE AVG. GRADE i� �c �1 - -EGISTERED lb.. r‘ ' RCHRECT -I sue, .P JOHNSO RESIDENTIAL U IT RESIDENTIAL UNIT STATE • ' ASHINGTON +67.13' IIII II II M - 5TH FLOOR" .11I S Madrona Real Estate 1 RESIDENTIAL U IT I NTIAL UNIT +57,51'„ 1 '11 _ IIII 1320 E PIKE ST. Investments VIII LLC 4TH FLOOR" °miI SEATTLE WA 98122 ' z1 I in j ! RESIDENTIAL U IT 1 NTIAL UNIT : _ a. +47.88' IIIIIII__ _ I=II, I D FLOOR" II - - j !�I RESIDENTIAL U I IT RESIDENTIAL UNIT I +38.261 _ 2ND FLOOR mi-I ' I ill. _ j I I i RESIDENTIAL 1T RESIDENTIAL UN +28.63', 10111111 1ST FLOOR ' �. AVG G,.,,�l_ r LAPEL °° wiiwwiiAny NE t P °w -11�I Opt" °° ° ° s a AVG. GRAD Q°° Q°° O° � °° °°Q°%j11 +20.60' °°°°°°�`°j BASEMEN °°Q°° °°Q°° °°°O� °°°O° °°°O� 'A' i0�% % /. v °� N. �� %�°°°` A C�- Building Section \ SCALE: 1/8" = 1'-0" eli S +92.88' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I T.O. ELEVATOR PENTHOUSE ROOF - - - - - - - - - - - - - - - - - - - - - j 04 PERMIT REVISIONS 12.18.19 + 87.88' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 T.O. STAIR PENTHOUSE r 1 03 PERMIT REVISIONS 11.05.19 I 02 PERMIT REVISIONS 10.02.19 � I I j 01 OWNER REVISIONS 09.09.19 _ _ _ _ _ _ _ NO. DESCRIPTION DATE 50'ABOVE AVG. GRADE r- j RESIDENTIAL I REVISIONS R SIDENTIAL Us PLN-2019-0008, BLD-2019-0511 UNIT UNIT 1 PROJECT NO: JOAP 2019.07 I I DATE: 12/18/19 +67.131 - 1 DRAWN BY: EL, MV, JH 5TH FLOOR j APPROVAL: SJ RESIDENTIAL -- 1 — RESIDENTIAL I UNIT UNIT I I 4TH FLOOR - Fidalgo Flats 1 I w' RESIDENTIAL -•:SIDENTIAL w• 9 UNIT UNIT ZI I Y 1715 O Ave. Anacortes, WA I ,.•I +47.88'e _ _ _ _ _ a I 0. 3RD FLOORQ al RESIDENTIAL -- CSIDENTIAL I j UNIT UNIT BUILDING 1--- +38.261th _ _ _ SECTIONS 2ND FLOOR`+' I RSJDENrAL IT 'REM j UNIT . UNIT BUILDING PERMIT +28.63' I 1 1 I 1ST FLOOR -- �� °v p� p� p� p� p� p� °� °� p� p� p� , ry - - - AVG GI\/A V L /�° °° °° °° °° °° °° °° °° °° °° °° °° °° °° NI SHEET N O: �p °° A3 . 5 . O O O O O O O O O O p p p ° O •0 0 + 27.88 Si °°° °°° °°° °°° °°° °°° °°° °°° STORAGE °°° °° °° • AVG. GRADE 1 O O O O O O O O O O° O° O° O°°° O°° O° O� ° ° ° ° ° ° ° ° ° ° ° ° +20.6O _ O° O° O° O° O° O° O° O° °O p° °O °O °O ° °O° O° O° BASEMENT ° O°° O°° O°° O°° O°° O°° O°° O°° °O° O° O° O° 44 °°°O° °°°OO °°°00 °°°� ._ . _ eN °° O O O O O O O O O O O O • -s V 'V °� °� °�• °� °° °° °° °° DPD APPROVAL STAMP: � OOO °0° �p°° �p°° °0°°° pp°° °00° °°°° O° °00° p °° � pp° °O°°°°°�p°°°°°° °O°°°°p°O°°°°°�°O°°°°°�°O°°°`°O°O°°`p° a I ��° °° a°° a° ° ° Q° a° 1°° °° a°° s j a N. j�°° s° s. / ai Building Section e / a 0 L 0 y y y y - - - - - - ' 04 3�3" 6`1" 4, 31 �. ,� 31 ,� g di 1 KEY JOHINSON OAKLIEF } NING tic PNT— PAINTED FINISH :'CD in c Cr WD—WOOD DOOR AND FRAME , `�\\ OF MTL— METAL DOOR AND FRAME 2124 THIRD AVENUE, SUITE 200 �� ® • SCWD- SOLID CORE WOOD LEAF SEATTLE,WA98121 206-448-7580 00 1\ 1/ a0 — -' _ \ , — \ 3'-0" HCWD— HOLLOW CORE WOOD LEAF CL— CLOSER SG— SMOKE GASKET PH— PANIC HARDWARE — — — \ / \ TYPICAL FLOOR ELEVATION TYPICAL FLOOR ELEVATION LOK— LOCKSET >4-04 'lr E CHRECT LAT— LATCHSET y PL— PRIVACY LATCH EXTERIOR DOOR SCHEDULE o WINDOW SCHEDULE VR- 180 DEGREE VIEWER _ 41 ROUGH OPENING SIZE RC- ROLLER CATCH PJOHNS°' ID Quantity FRAME MATERIAL U-VALUE SHGC ID Quantity MATERIAL TYPE U-VALUE SHGC DK- DUMMY KNOB STATE •' ' ASHINGTON WIDTH HEIGHT WIDTH HEIGHT SLIDE— SLIDING CLOSET DOOR I I , ------------- D01 3'-4" 8' 1 Vinyl-Pella-White 0.3 0.4 A 3' 7'-8" 80 Vinyl-Pella-White — 0.3 0.4 VENT—VENT PER W/D SPEC. I I DO1 3'-4" 8'-2" 1 Vinyl-Pella-White B 3' 5' 56 Vinyl-Pella-White — 0.3 0.4 I O O O O I I r-� I I DOt 31-4" 8'-2' 3 Vinyl-Pella-White 0.3 0.4 F 3' 3'-6" 4 Vinyl-Pella-White — 0.3 0.4 17—� Madrona Real Estate Investments VIII LLC VINYL DOORS SCHEDULE VINYL WINDOWS SCHEDULE I. 1320 E PIKE ST. TYPICAL FLOOR ELEVATION I I - - I _ NOTES: SEATTLE WA 98122 1. PER IBC SECTION 1029: AT LEAST DOOR SCHEDULE DOOR SCHEDULE, CONTINUED ONE BED OIOM WILL COMPLYRED W TIN EACH IH THE DOOR NO. LOCATION W HT THK TYPE MTRL OUTSIDE FINISH INSIDE FINISH RATING HW SET NOTES DOOR NO. LOCATION W HT THK TYPE MTRL OUTSIDE FINISH INSIDE FINISH RATING HW SET NOTES EMERGENCY ESCAPE AND RESCUE PROVISION AND HAVE AN OPERABLE BASEMENT 2ND - 5TH FLOORS WINDOW WITH A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET(MIN. B01 STORAGE 3' 6' 8" 01-1 3/4" A MTL PNT Black Fox PNT Black Fox 1 HR MTL X01 ENTRANCE 3' 6' 8" 01-1 3/4" A WD PNT Black Fox PNT Polar White 20 MIN CL, SG, LOK, VR SCWD NET CLEAR OPENING DIMS OF 24" H x20"W.) W/AMAX. HEIGHT FROM THE B02 STORAGE 3' 6'-8" 0'-1 3/4" A MTL PNT Black Fox PNT Black Fox 1 HR MTL X01A W/D CLOSET 21-4" 6'-8" 0'-1 3/8" A WD PNT Polar White PNT Polar White LAT, VENT HCWD FLOOR OF NO GREATER THAN 44". B03 STORAGE 3' 6'-8" 0'-1 3/4" A MTL PNT Black Fox PNT Black Fox 1 HR MTL X01 B BATHROOM 2'-10" 6'-8" 0'-1 3/4" A WD PNT Polar White PNT Polar White PL SCWD 2.ALL WINDOW SYSTEMS WILL COMPLY WITH THE WASHINGTON STATE B04 MECHANICAL 3' 6'-8" 0'-1 3/4" A MTL PNT Black Fox PNT Black Fox 1 HR MTL X01C CLOSET 4' 6'-8" 0'-1 3/8" B WD PNT Polar White PNT Polar White LAT SCWD ENERGY CODE REQUIREMENTS: B05 STAIR 1 3' 6'-8" 0'-1 3/4" A MTL PNT Black Fox PNT Black Fox 1.5 HR CL, SG, PH MTL X01D BEDROOM 2'-10" 6'-8" 0'-1 3/4" A WD PNT Polar White PNT Polar White LAT SCWD 3. FALL PREVENTION DEVICE WITH EMERGENCY EGRESS RELEASE TO BE 1ST FLOOR X01 E CLOSET 5' 6'-8" 0'-1 3/8" C WD PNT Polar White PNT Polar White SLIDE HCWD ADDED TO ALL WINDOWS 2ND FLOOR AND ABOVE PER ASTM F2090 1 E1 ENTRANCE (STAIR 1) 3'-3" 6'-8" 0'-1 3/4" A MTL Vinyl - Pella - White Vinyl - Pella - White 1.5 HR CL, SG, PH MTL X01 F BEDROOM 2'-10" 6'-8" 0'-1 3/4" A WD PNT Polar White PNT Polar White LAT SCWD 4.ALL WINDOWS TO BE RECESSED 2" 1E2 ENTRANCE (STAIR 2) 3' 6'-8" 0'-1 3/4" A MTL Vinyl - Pella - White Vinyl - Pella - White 1.5 HR CL, SG, PH MTL X01G BATHROOM 2'-10" 6'-8" 0'-1 3/4" A WD PNT Polar White PNT Polar White PL SCWD FROM FACE OF CLADDING, U.O.N. 1 E3 ENTRANCE (ALLEY) 3'-3" 6'-8" 0'-1 3/4" A MTL Vinyl - Pella - White Vinyl - Pella - White 1 HR CL, SG, PH MTL X01 H CLOSET 5' 6'-8" 0'-1 3/8" C WD PNT Polar White PNT Polar White SLIDE HCWD 1S1 STAIR 1 3' 6'-8" 0'-1 3/4" A MTL PNT Black Fox PNT Black Fox 1.5 HR CL, SG, PH MTL X02 ENTRANCE 3' 6'-8" 0'-1 3/4" A WD PNT Black Fox PNT Polar White 20 MIN CL, SG, LOK, VR SCWD 100E STORAGE 3' 6'-8" 01-1 3/4" A WD PNT Black Fox PNT Black Fox LOK S WD X02A W/D CLOSET 2'-4" 6'-8" 0'-1 3/8" A WD PNT Polar White PNT Polar White LAT, VENT HCWD 100C BIKE CLOSET 9' 7' 0'-1 3/4" C PNT Black Fox PNT Black Fox CL, LOK ! _ , X02B BATHROOM 2'-10" 6'-8" 0'-1 3/4" A WD PNT Polar White PNT Polar White PL SCWD 101 ENTRANCE 3' 6'-8" 0'-1 3/4" A WD PNT Black Fox PNT Polar White 20 MIN CL, SG, LOK, VR SCWD X02C CLOSET 5' 6'-8" 0'-1 3/8" B WD PNT Polar White PNT Polar White LAT SCWD 101A W/D CLOSET 4'-6" 6'-8" 0'-1 3/8" B WD PNT Polar White PNT Polar White RC, DK, VENT HCWD X02D BEDROOM 2'-10" 6'-8" 0'-1 3/4" A WD PNT Polar White PNT Polar White LAT SCWD 101B BATHROOM 2'-10" 6'-8" 0'-1 3/4" A WD PNT Polar White PNT Polar White PL SCWD X02E CLOSET 4'-6" 6'-8" 0'-1 3/8" C WD PNT Polar White PNT Polar White SLIDE HCWD 101C CLOSET 2'-6" 6'-8" 0'-1 3/8" A WD PNT Polar White PNT Polar White LAT HCWD X02F PANTRY 2'-8" 6'-8" 0'-1 3/8" A WD PNT Polar White PNT Polar White LAT HCWD 101 D BEDROOM 2'-10" 6'-8" 0'-1 3/4" A WD PNT Polar White PNT Polar White LAT SCWD X03 ENTRANCE 3' 6'-8" 0'-1 3/4" A WD PNT Black Fox PNT Polar White 20 MIN CL, SG, LOK, VR SCWD 04 PERMIT REVISIONS 12.18.19 101E CLOSET 5' 6'-8" 0'-1 3/8" C WD PNT Polar White PNT Polar White SLIDE HCWD X03A W/D CLOSET 2'-4" 6'-8" 0'-1 3/8" A WD PNT Polar White PNT Polar White LAT, VENT HCWD 03 PERMIT REVISIONS 11.05.19 101F CLOSET 2'-6" 6'-8" 0'-1 3/8" A WD PNT Polar White PNT Polar White LAT HCWD X03B BATHROOM 2'-10" 6'-8" 0'-1 3/4" A WD PNT Polar White PNT Polar White PL SCWD 02 PERMIT REVISIONS 10.02.19 102 ENTRANCE 3' 6'-8" 0'-1 3/4" A WD PNT Black Fox PNT Polar White 20 MIN CL, SG, LOK, VR SCWD X03C CLOSET 2'-10" 6'-8" 0'-1 3/8" A WD PNT Polar White PNT Polar White LAT HCWD 01 OWNER REVISIONS 09.09.19 102A W/D CLOSET 2'-4" 6'-8" 0'-1 3/8" A WD PNT Polar White PNT Polar White LAT, VENT HCWD X03D BEDROOM 2'-10" 6'-8" 0'-1 3/4" A WD PNT Polar White PNT Polar White LAT SCWD NO. DESCRIPTION DATE 102E BATHROOM 2'-10" 6'-8" 0'-1 3/4" A WD PNT Polar White PNT Polar White PL SCWD X03E CLOSET 5' 6'-8" 0'-1 3/8" C WD PNT Polar White PNT Polar White SLIDE HCWD REVISIONS 102C CLOSET 2'-8" 6'-8" 0'-1 3/8" A WD PNT Polar White PNT Polar White LAT HCWD X04 ENTRANCE 3' 6'-8" 0'-1 3/4" A WD PNT Black Fox PNT Polar White 20 MIN CL, SG, LOK, VR SCWD PLN-2019-0008, BLD-2019-0511 PROJECT NO: JOAP 2019.07 102D BEDROOM 2'-10" 6'-8" 0'-1 3/4" A WD PNT Polar White PNT Polar White LAT SCWD X04A W/D CLOSET 2'-4" 6'-8" 0'-1 3/8" A WD PNT Polar White PNT Polar White LAT, VENT HCWD DATE 12/18/19 102E CLOSET 4'-6" 6'-8" 0'-1 3/8" C WD PNT Polar White PNT Polar White SLIDE HCWD X04B BATHROOM 2'-10" 6'-8" 0'-1 3/4" A WD PNT Polar White PNT Polar White PL SCWD DRAWN BY: EL, MV, JH 103 ENTRANCE 3' 6'-8" 0'-1 3/4" A WD PNT Black Fox PNT Polar White 20 MIN CL, SG, LOK, VR SCWD X04C CLOSET 2'-10" 6'-8" 0'-1 3/8" A WD PNT Polar White PNT Polar White LAT HCWD APPROVAL: SJ 103A W/D CLOSET 2'-4" 6'-8" 0'-1 3/8" A WD PNT Polar White PNT Polar White LAT, VENT HCWD X04D BEDROOM 2'-10" 6'-8" 0'-1 3/4" A WD PNT Polar White PNT Polar White SLIDE SCWD 103B BATHROOM 2'-10" 6'-8" 0'-1 3/4" A WD PNT Polar White PNT Polar White PL SCWD X04E CLOSET 4' 6'-9" 0'-1 3/4" B WD PNT Polar White PNT Polar White 103C W/D CLOSET 2'-8" 6'-8" 0'-1 3/8" A WD PNT Polar White PNT Polar White LAT, VENT HCWD X04F PANTRY 2'-4" 6'-8" 0'-1 3/8" A WD PNT Polar White PNT Polar White LAT HCWD Fidalgo Flats 103D BEDROOM 2'-10" 6'-8" 0'-1 3/4" A WD PNT Polar White PNT Polar White LAT SCWD X05 ENTRANCE 3' 6'-8" 0'-1 3/4" A WD PNT Black Fox PNT Polar White 20 MIN CL, SG, LOK, VR SCWD 103E CLOSET 5' 6'-8" 0'-1 3/8" C WD PNT Polar White PNT Polar White SLIDE HCWD X05A W/D CLOSET 2'-6" 6'-8" 0'-1 3/8" A WD PNT Polar White PNT Polar White LAT, VENT HCWD 104 ENTRANCE 3' 6'-8" 0'-1 3/4" A WD PNT Black Fox PNT Polar White 20 MIN CL, SG, LOK, VR SCWD X05B BATHROOM 2'-10" 6'-8" 0'-1 3/4" A WD PNT Polar White PNT Polar White PL SCWD 1715 0 Ave. Anacortes, WA 104A W/D CLOSET 2'-" 6'-8" 0'-1 3/8" A WD PNT Polar White PNT Polar White LAT, VENT HCWD X05C CLOSET 4' 6'-8" 0'-1 3/8" B WD PNT Polar White PNT Polar White LAT SCWD 104B BATHROOM 2'-10" 6'-8" 0'-1 3/4" A WD PNT Polar White PNT Polar White PL SCWD X05D BEDROOM 2'-10" 6'-8" 0'-1 3/4" A WD PNT Polar White PNT Polar White LAT SCWD DOOR/ WINDOW 104C CLOSET 2'-10" 6'-8" 0'-1 3/8" A WD PNT Polar White PNT Polar White LAT HCWD X05E CLOSET 5' 6'-8" 0'-1 3/8" C WD PNT Polar White PNT Polar White SLIDE HCWD TYPES AND 104D BEDROOM 2'-10" 6'-8" 0'-1 3/4" A WD PNT Polar White PNT Polar White SLIDE SCWD X05F BEDROOM 2'-10" 6'-8" 0'-1 3/4" A WD PNT Polar White PNT Polar White LAT SCWD 104E CLOSET 4' 6'-9" 0'-1 3/4" B WD PNT Polar White PNT Polar White X05G BATHROOM 3' 6'-8" 0'-1 3/4" E WD PNT Polar White PNT Polar White PL SCWD SCHEDULES 104F PANTRY 2'-4" 6'-8" 0'-1 3/8" A WD PNT Polar White PNT Polar White LAT HCWD X05H CLOSET 5' 6'-8" 0'-1 3/8" C WD PNT Polar White PNT Polar White SLIDE HCWD 105 ENTRANCE 3' 6'-8" 0'-1 3/4" A WD PNT Black Fox PNT Polar White 20 MIN CL, SG, LOK, VR SCWD XS1 STAIR 1 3' 6'-8" 0'-1 3/4" A MTL PNT Black Fox PNT Black Fox 1.5 HR CL, SG, PH MTL BUILDING PERMIT 105A W/D CLOSET 4'-4" 6'-8" 0'-1 3/8" B WD PNT Polar White PNT Polar White RC, DK, VENT HCWD XS2 STAIR 2 3' 6'-8" 0'-1 3/4" A MTL PNT Black Fox PNT Black Fox 1.5 HR CL, SG, PH MTL SHEET NO: 105B BATHROOM 2'-10" 6'-8" 0'-1 3/4" A WD PNT Polar White PNT Polar White PL SCWD ROOF A4 . 0 105C CLOSET 1'-4 1/4" 6'-8" 0'-1 3/8" D WD PNT Polar White PNT Polar White LAT HCWD 6S1 ENTRANCE 3' 6'-8" 0'-1 3/4" A MTL PNT Black Fox PNT Black Fox 1.5 HR CL, SG, PH MTL 105D BEDROOM 2'-10" 6'-8" 0'-1 3/4" A WD PNT Polar White PNT Polar White LAT SCWD 6S2 ENTRANCE 3' 6'-8" 0'-1 3/4" A MTL Vinyl - Pella - White Vinyl - Pella - White 1.5 HR CL, SG, PH MTL i DPD APPROVAL STAMP: Fi 105E CLOSET 5' 6'-8" 0'-1 3/8" C WD PNT Polar White PNT Polar White SLIDE HCWD 600A ELEVATOR ACCESSORY 3' 6'-8" 0'-1 3/4" A MTL Vinyl - Pella - White Vinyl - Pella - White 20 MIN LOK MTL 105F BEDROOM 2'-10" 6'-8" 0'-1 3/4" A WD PNT Polar White PNT Polar White LAT SCWD 600B ELEVATOR ACCESSORY 3' 6'-8" 0'-1 3/4" A MTL Vinyl - Pella - White Vinyl - Pella - White 20 MIN LOK MTL Vo\t V V L/ V V V V V • I 105G BATHROOM 2'-10" 6'-8" 0'-1 3/4" A WD PNT Polar White PNT Polar White PL SCWD 105H CLOSET 5' 6'-8" 0'-1 3/8" C WD PNT Polar White PNT Polar White SLIDE HCWD t u hz INTERIOR DOORS SCHEDULE JOHNSON OAKLIEF ARCHITECTURE & PLANNING uc 04 } 2124 THIRD AVENUE, SUITE 200 SOFFIT SEATTLE,WA 98121 206 448 7580 �. 2'-8 7/8" r o" k 2'-6" z'-o° 2'-6" 4' z' o" / r . " A \ v - \ \ / \ / / \ \ / \ / \ / \ 6/ \ / \ / \ / \ ipp asro - / \\ • \ - / \ / \ / \/ I$ CHff \ V V/ \V r V/ } Li \1 v / } STATE AI •ASHINGTON 1 1 1 1 �— .: -- •- - - I I U N \ \ / i - BACKSPLASH� • Q Madrona Real Estate F — - — - — - - - - - -DW- mmmmm _ ^ _ " " " �, 0 Investments VIII LLC I' U U , 'I I` \ , 'I I` \ \ / ACACOMPLIPNT !/ �, / / I I N N SEATTLE PWA98122 EAST I - \ / OVEN i \ / N \ / \ / \ / o \ y / A6.0 I \ L TOEKICK WALL&FLOOR FINISHES J TO EXTEND REHIND CARNET Y-0 101 ADA UNIT - KITCHEN PLAN 101 EAST SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" \ 04 PERMIT REVISIONS 12.18.19 03 PERMIT REVISIONS 11.05.19 02 PERMIT REVISIONS 10.02.19 4, 2'-5 7/8" / 2'-6" / 11-0" 2'-8" / le 3'-0" / 3' 0" y 2'-3 1/4" 01 OWNER REVISIONS 09.09.19 - \ / ^ / - \ - \ / \ / \ NO. DESCRIPTION DATE • / / � \ \ \ / \ / \ \ \ REVISIONS \ \ -' / \ / \ \ PLN-2019-0008, BLD-2019-0511 III_ / / / \ �I I� \\ ` \ y ' ) o o i ' \ � ' ` • \ PROJECT NO: JOAP 2019.07 ® \ i \ co h io \ ♦ / / \ \ / / , it DATE: 12/18/19 , , - \ \ I � / / \ , I � / / / \ • \� V DRAWN BY: EL, MV,JH 1 } \ APPROVAL: SJ il / EAST \ \ 4 \ / \ - 'NORT © OUTH I " __ } �- I rao k `� in li A6.0 fl \ WEST / \ <`oo } J \ I I } I �I I I \ I J I O \• / — — mmmmm — — " " " �+ 1 Fidalgo Flats - - ' v / /I I B / ' ll ` \ o 0 0 om to I. I — - in M N iN C N / / iv iV \ N , ' N / / 1715 O Ave. Anacortes, WA — — — — — — — - - - \ ' \ y ' / • 2'-6" 2'-6" 1'-0" 2'-8" it k 2'-0" 4, 4'-1 1/2" / 1 2'-0" , 1'-0" 4, k 2'-0" 4, 2'-6" 2'-6" 1' 0" } \ `1 1'-0" 2' 0" 1, 3'-5" TYPE A KITCHEN 105 ADA UNIT - KITCHEN PLAN 105 NORTH 105 EAST 105 SOUTH 105 WEST ELEVATIONS/ SCALE. 1/2" , 0 1 1 1 1 PLANS BUILDING PERMIT SHEET NO: A6 . 0 DPD APPROVAL STAMP: N O of N m Fa . co a c U C 0 O C = 0 . — _ _ II 11114.1 2'-8" 1'-0" , 2'-6" 2'-,0^ JOHNSON OAKLIEF IkII I ARCHITECTURE & PLANNING uc } } 2124 THIRD AVENUE,SUITE 200 ' / / ^ SEATTLE,WA 98121 206-448 7580 ' / - / N N 7 / \ ' // AI_I' / \ o 0 — ' ti18TERED o. t / _ \ * \ \ / i / \ V ❑ ' EAST I 1, 1 I a } } ' IfCHffECT ! P JOHN •` NORT A� OUTH / ON / _ II `4 !4 �` — } STATE (-- 2 WEST � ' } 1 , J i 11 _ . . . l,/ ° — 00000 — — • aI - - , • - o Madrona Real Estate 11. I• DW I — 4I I o o o I I I � . �, , M �, s Investments VIII LLC I N / ' , / 1320E PIKE ST. I , \ / , ' SEATTLE WA 98122 11_0" 2'_0^ r 31_5„ 2'-8" I 1'M" I 2'-6" 2,_10" } } / z,_o„ / a'-, yr / z'-o" , 1' o' , k k 2'-6" k k k [�\ 201 KITCHEN PLAN SCALE: 1/2" = 1'-0" 201 NORTH 201 EAST 201 SOUTH 201 WEST SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SIMILAR: UNIT 301 , 401 , AND 501 7 2'-3 1/4" / 3'-0" , 3'-0" / , 2'-8" 3'-0" 2'-6" 2'-6" , 1 il \ \ N r. 4 / \ , . N DW I / / C N \ / / . / \ c ' ,/ . o o 1 } C I I -- I \ \ / \ / . / / T I \ • / \ / \ � � ' �' \ EAST .\ I r 1� \ I i / \ i j / NORT © OUTH \ I —} \ _ io , A6.1 I I 1 D o } n‘ 1 C �4 I WEST I .f U 4r, t" G / } 4 \ 04 PERMIT REVISIONS 12.18.19 \\ / f' I \ — — R pi o q • • • — 3 1• I — ^ — 00 . 00 — ^ — 03 PERMIT REVISIONS 11.05.19 \ _ � ' = / \ / ^ \ — 'I I\ \ , 'I I\ • 02 PERMIT REVISIONS 10.02.19 II II — , N o " em M / ' \ �' \ M - N \ , ' " 01 OWNER REVISIONS 09.09.19 0. \ ' L — — —d \ / , / f \ / NO. DESCRIPTION DATE — — — \ \ ` 2-o 2'-6" z o" , o^ r T L 1 } } z'-a" s'-o^ 2'-6" 4' 2'-6" , \ REVISIONS k k PLN-2019-0008, BLD-2019-0511 PROJECT NO: JOAP 2019.07 102 KITCHEN PLAN 102 NORTH 102 EAST 102 SOUTH 102 WEST DATE: 12/18/19 / SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 11-0" SCALE: 1/2" = 11-0" SCALE: 1/2" = 1'-0" DRAWN BY: EL, MV,JH / APPROVAL: SJ 2'-9 3/8" 1'-0" 2'-6" 1'-4" y 2'-6" y 2' 0" , i 1 Fidalgo Flats } ,. / / \ \ / \ \ \ , ' \ \ /^\ 1715 O Ave. Anacortes, WA / -- — — � \ o / N / \ / A / ' \ \ / \ '� � / \ 0 I, �,Y I�Y KITCHEN Iv © - H ki ELEVATIONS/ PLANS \ . , WEST fD — 00000 — • • • R o / 'I — ' 'I IN , �n r1 / , BUILDING PERMIT — — — F \ \ — \ , ' SHEET NO: ' t 2'-91/2" k 1'-0" 1, 2'-6" 1, 11-4" 1, 2'-6" 1, 2'"0" k 202 KITCHEN PLAN 202 WEST DPDAPPROVALSTAMP: (32 / SCALE: 1/2" = 1'-0" cii SIMILAR: UNIT 302, 402, AND 502 cei LV} Q OC C C L O r , 3'-0" , 3'-0" 2'-3 1/4" , , 2'-2 7/8" , 2'-6" 3'-0" y 2'_8" , JOHNSON OAKLIEF 1 ARCHITECTURE & PLANNING ux e r - - \ \ \ / \ / \ \ / N., ,, •\ 2124 THIRD AVENUE, SUITE 200 Iil / \ / \ \ / / \ \ SEATTLE,WA 98121 206 448 7580 / DW I o '1? / / \ \ / / \ \ \\I / / \ . . 'i \ \ \u/ � \ u - [AST I / \ o \ / • Adir 1 -CHnECT _ \ I \ / \ / / \ \ / 4 NORTI 1 .OUTH \ ) 7 ( \ NIT ' \ \I„I' ' ,I' \LI \ I, J ' - A6.2 \ \ \ -\ •r�, , P J• .. / I STATE • • ASHINGTON IWEST k I I ° — , �� _ 11 _ _ / I \ 1 J -� I \ \ 1 I I o = I ° ° ° `=1 ° N. N Madrona Real Estate - - ' I 4 ) . — , ' I I \ \ , ' I I \ \o a c / ' I I •\ \ I I \ Investments VI I I LLC ! X M ih \ / N. / MI \ / \ \ / \ / N / 1320E PIKE ST. I \ / • / \ \�/ ' v , / •J / SEATTLE WA 98122 — � � - - - � v � / • � \ r T \ 1 \ \ \ [ \ k 1.-0" k 2'_0" k 2'-6" k 2'-3" k 4. 2'-3" k 2'-6" 3'_0" 2'-8" 103 WEST J� 103 KITCHEN PLAN 103 NORTH 103 EAST 103 SOUTH SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 11-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SIMILAR: UNIT 203, 303, 403, AND 503 y 3'-0" y 3'-0" y 2'-3 1/4" / / 9'-91/2" / III / I / \ / \ \ i ' . \ � i - \ \ io DV \ / \ \ ' . . \ \ ' . ) \ / \ \I / \ II ' / NNII o / Y \ q 9 } in 'el \ / \ / '"� el \ o / / /�© \\ \ \ LI ' , \ \ LI ' / .Y ' ` , \ \� i ' ' [INORT A6 2 OUTH \ I - ' I I `9 al) iD - I\ WEST f } Y - \ 7l ' ^\ \ / I 1199� - \ / -N.— 'I — — } J — — • 000Q — ZD / • V • • • R o it \ \ I ^ ^ _ I / \ — 04 PERMIT REVISIONS 12.18.19 \ / \ / \ _ Ft / / I I \ \ / / I I \ \ 9 en o o / ' I I \ \ — 03 PERMIT REVISIONS 11.05.19 F GI 0 I / ' — — — — — — — — J \ , 02 PERMIT REVISIONS 10.02.19 } r T 1 \ • \ v ' \ ' r [ 1 } } • \ / I I�I 01 OWNER REVISIONS 09.09.19 k 4'-6" 2'-6" , 2'-6" 2'-6" 2'-0" 2'-9 1/2" _ NO. DESCRIPTION DATE REVISIONS 2 104 KITCHEN PLAN 104 NORTH 104 EAST 104 SOUTH 104 WEST PLN-2019-0008, BLD-2019-0511 CPROJECT NO: JOAP 2019.07 / SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'O" DATE: 12/18/19 SIMILAR: UNIT 204, 304, 404, AND 504 DRAWN BY: EL, MV, JH APPROVAL: SJ 2'-5 7/8" 1 2'-6" � 1'-0" i 2'-8" 1 / 3'-0" 1 y 3'-0" y 2'-3 1/4" / F i d a I g o Flats / / . \ \\ - N ■ / \ / \ \ 1715 O Ave. Anacortes, WA / / `? / •\ / \ \ - - / N \ / •\ / \ Ca o NI I7 \ 11 0 ) o o / ., ) • ( in ` • o / } n- ■ v, M \ / \ / -y , EAST \ \ / ■ \ \ / / \ \ / ' KITCHEN / NORT © O�rH \I, �r 0 \ i ' \ � ' _ ELEVATIONS/ I WEST / 5 -' _ PLANS \\ / I .�= . 0 \ / \ 4 � ` - - . / — — mmmmm _ E. 1 1 — • • • q o — — — ^ \ _ I --� , ^ \ BUILDING PERMIT II — o I _ I ' II \ \ I II o o o / \ „ N j j ih in el SHEET NO: eg C. \ / \ \ \ / / \ / / A6 . 2 \ I 1 T f 2'-6" k 2'-6" k 1,-0" 4f 2'-6" k k 1 " k z-0" k 2'-6" k 1 0" k z 0 k DPDAPPROVALSTAMP: (3\\ 205 KITCHEN PLAN 205 NORTH 205 EAST 205 SOUTH 205 WEST \ SCALE: 1/2" = 1'-0" SCALE: 1/2" = 11-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" a I SIMILAR: UNIT 305, 405, AND 505 Pt 0 0 0 C . , I1..a e-e-%.-" ..-.I1..a.YY.a are.a..I1a.aaark .....I•.-..... ,..M......I'N.-..-...e-s.., r,-%...-.M.......I1.....N\-.- '—l.".I1.+.-...I%.-....-.('••....-.e-sl1�...-.I1..-..-.r. i.•1.-..-se-.i1.-.....-sr1....-. 5'TURNING SPACE 02 JOHNSON OAKLIEF ARCHITECTURE & PLANNING Li 66"X 60"CLEAR SPACE A@ TOILET LAVATORY WI REMOVABLE CABINET PER ICC 1103.11.2.2 2124 THIRD AVENUE, SUITE 200 SEATTLE, WA 98121 206-448-7580 - / `l J J / I ir E gp� EGISTERED l \ RCHITECT 1 WITH RRORE � ET WITH MIRROR 16"x26"x 3 3/4" P. FOR BLOCKING LOCATION ��, la VERIFY WITH SHOWER -A P JOHNSO` (.. 1..1 —I — 1 _ MANUFACTURER Z STATE •- ASHINGTON / II \ / \ I / / FOR ERIIFYKWITH SHOWER \\ / 2 I "I ` / �" 3-0^ / cO MANUFACTURER \ \ / I CL" cc FOR BLOCKING LOCATION 11 / \ VERIFY WITH SHOWER Madrona Real Estate / MANUFACTURER Investments \ �I I I LLC 0 I I / / 3 6^ / 1-o^ / z o^ V I _ / 1 - - - r - �— / J 6" 0" 1320 E PIKE ST. I I j— , \ _ \ —�—V_ O / SEATTLE WA 98122 \ � 0 v KLEARSPACE A o / NOTES: N _ q o •m o w SEE ID SHEETS FOR FINISHES co V I a N I- iv .� ile 1- @ LAV. A A \ 5 \ \ \ -. O �- / -I 4, 1'-6" k 1'-5" 4, 3'-0" 0 7/8" 0 1/2" THRESHOLD 3 SOUTH ELEVATION 101 TYPE A BATHROOM 1 NORTH ELEVATION 2 EAST ELEVATION SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: = 1'-0" SCALE: = 1'-0" I LAVATORY W/REMOVABLE CABII'',l I F'�I(ILL, 1 1 U3.1 1.LL �jII I UNINIIVV JYHLC r d�1 I I ' / b o I LINEN SHELVING MEDICINE CABINE- s/NH fr-. WITH MIRROR 16"x126"x3 3/4"TYF LAVATORY W/REMOVABLE \ CABINET PER IOC 1103.11.2.2 \ IIi . / 3'�" \ 1 I . I 2 1 / 2 0" / 1 " / / 2 A° 3 CL. \ I / II = \ r I / I 1 ® 3 11 \ \ is �? r `4 / 1-0" 3�" / \ \ 1 \ / II 11 ` - / z " /_ \ 04 PERMIT REVISIONS 12.18.19 _ \ v — 1 I t \ - \ / II L r r ' c i. ->l- t a I.ft1 3c, \ D C 3 C 03 PERMIT REVISIONS 11.05.19 / � � � a / 02 PERMIT REVISIONS 10.02.19 / LINEN \ \ p \ N X 60"CLEAR SPACE " 7c M o I-I M b inI // -OILET b 1 1111r N w / 01 OWNER REVISIONS 09.09.19 N V \ _ / TUB "CLEAR SPACE 1 1 / I / NO. DESCRIPTION DATE "X 48"CLEAR SPACE / REVISIONS SINK �--k \ I —� k2-6 k a, 1'6" 4, 1'-5 1/2" / PLN-2019-0008, BLD-2019-0511 PROJECT NO: JOAP 2019.07 I DATE: 12/18/19 105 TYPE A BATHROOM 1 NORTH ELEVATION 2 EAST ELEVATION 3 SOUTH ELEVATION DRAWN BY: EL, MV, JH SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" APPROVAL: SJ Fidalgo Flats - 1715 0 Ave. Anacortes, WA 30"X 48"CLEAR SPACE I @ LAV. I — NI LINEN SHELVING LINEN SHELVING , 30"X 48"CLEAR SPACE @ MEDICINE CABINET BEHIND DOOR SWING----\ I WITH MIRROR 16"x26"x3 3/4"TYP. I — BATHROOM 48"X 60"CLEARS TOILET \ I ELEVATIONS 11 CL. 11L _ el w I 1 4 BUILDING PERMIT Z_ J 1 R. � � + SHEET NO: A6 . 3 1 A I E. O I I I\.. J � ` DPD APPROVAL STAMP: 4 / a k ,. k 1'-6" k 1'_6° X 2-6" x -0 / to 102 TYPE B BATHROOM 1 NORTH ELEVATION 2 SOUTH ELEVATION 4 WEST ELEVATION a SCALE: 1l2" = 1-0" SCALE: 1/2" = 1'-0" SCALE 1/2" = 1'-0" a` 0 no RCH ANNING ux JAOHINSON OAKLIEF LI2124 THIRD AVENUE, SUITE 200 111------111 SEATTLE,WA 98121 206-448-7580 30"X 48"CLEAR SPACE — LAV. ! 3 Z30"X 48"CLEAR SPACE© MEDICINE CABINET ` "EGISTERED BEHIND DOOR SWING ' T-' ' WITH MIRROR E'�s 16"x26"x3 3/4"TYP. RCHITEO7 /' I 1 ` 48"X 60"CLEAR SPACE r / II / * . - i STATE •- ' ASHINGTON -� JI / II CL. / lel. 3 / 4 adrona Real Investme ns VI IEI LLC Q 1 \ 1320 E PIKE ST. \ SEATTLE WA 98122 NOTES: O \._ I\,... ) \. _ 1 SEE ID SHEETS FOR FINISHES 1 I 1 x 2,-6" 1'-6" k 11-6" k 4'_0„ k 2-6" x x 103 TYPE B BATHROOM (SIM . 104,202 ,203,204) 1 NORTH ELEVATION 3 SOUTH LEVATION 4 WEST ELEVATION SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" _r- 30"X 48"CLEAR SPACE @ LAV. 48"X 60"CLEAR SPACE © TOILET i _ MEDICINE CABINET WITH MIRROR 16"x26"x3 3/4"TYP. / / 2 / / CL. ® 3 I / I 4 L — 04 PERMIT REVISIONS 12.18.19 o� ."I( 03 PERMIT REVISIONS 11.05.19 N 1 N [ Q 0 1 02 PERMIT REVISIONS 10.02.19 / \ Fi\ (1 • T' 01 OWNER REVISIONS 09.09.19 0 1 NO. DESCRIPTION DATE \ -1 I REVISIONS k 3'-a" k 1-5" 4, -1'-5" k 7-6" _ _,, A' 5'-0" / PLN-2019-0008, BLD-2019-0511 PROJECT NO: JOAP 2019.07 201A TYPE 8 (SIM . 201B) 2 EAST ELEVATION 3 SOUTH ELEVATION 4 WEST ELEVATION DATE: 12/18/19 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" DRAWN BY: EL, MV, JH APPROVAL: SJ Fidalgo Flats 0 _"' L_ 1715 O Ave. Anacortes, WA BATHROOM ' � i CL iL ELEVATIONS IipBUILDINGA6 .PERMIT4 F 0I SHEET NO: \. Ii I _ r I I■ 48"X 60"CLEAR SPACE @ 5'-31/4" 3'-10" 5'-0" I k . 2'-6" r µ, 1'-6 1/8" k 1'-5" k 3'-8 1/8" if/ DPD APPROVAL STAMP: m TOILET � � � k N _ O 30"X 48"CLEAR SPACE @ LAV. 1 NORTH ELEVATION 2 EAST ELEVATION 3 SOUTH ELEVATION N SCALE: 1/2" = -0" SCALE: = 1'-0" SCALE: = 1'-0" 205B TYPE B BATHROOM1' r 2 < SCALE: 1/2" = 1'-0" 0 0 , JOHNSON OAKIIFF \\ ARCHITECTURE & PLANNING uc / 1 2124 THIRD AVENUE, SUITE 200 \?� 0 SEATTLE, WA 98121 206-448-7580 — I = II SD MEDICINE CABINETHTEREITECT 2WITH MIRROR 16"x26"x3 3/4"TYP._ go 3 I4s P JOHNSO` JI CSTATE'_ N I I I I I CL. I I II I I —u0 II I T _ _ _ _ 1 I Madrona Real Estate I 1 I Investments VIII LLC 1 1 I 1320E PIKE ST. I I I SEATTLE WA98122 I I _ I NOTES: 1 \' I a6"X60"CLEAR SPACE@ _ 1 SEE ID SHEETS FOR FINISHES TOILET 30"X 48"CLEAR SPACE k 3'-0" k 1'-7" 1'_6" / 2_6., k k 2-6' k @ LAV. 205 TYPE B BATHROOM 1 NORTH ELEVATION 2 EAST ELEVATION 3 SOUTH ELEVATION SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" 04 PERMIT REVISIONS 12.18.19 03 PERMIT REVISIONS 11.05.19 02 PERMIT REVISIONS 10.02.19 01 OWNER REVISIONS 09.09.19 NO. DESCRIPTION DATE REVISIONS PLN-2019-0008, BLD-2019-0511 PROJECT NO: JOAP 2019.07 DATE: 12/18/19 DRAWN BY: EL, MV, JH APPROVAL: SJ Fidalgo Flats 1715 O Ave. Anacortes, WA BATHROOM ELEVATIONS BUILDING PERMIT SHEET NO: A6 . 5 DPD APPROVAL STAMP: 2 a M CV O m co N N N N co + 8 C 0 O C = 0 m I LO - I— = I M I — .— . — .— .— . — .— .— . — . — .— . — .— .— .— .— — — —+92 $8' ]OHNSON OAKIIEF I 1I I o r— ARCHITECTURE & PLANNING uc T.O. ELEVATOR PENTHOUSE ROOF c' I � r - y yr Co 2124 THIRD AVENUE, SUITE 200 6'-5" 1.-. FW31 09 - SEATTLE, WA98121 206-448-7580 �I - I ip 4 10. N r ��r I I` ' S T.O. STAIR PENTHOUSE PARAPET Y H I F, EGISTERED I rn 7 ` I It .. RCHITECT \ \ Ill '7 � ,__ , L004l ��\, , rn I II k STATE ■�� N w _, 1mIFW4- I ► --- or- u.ow � o `ti o \ _ 1. rM � � o o m I L� Madrona Real Estate ? ^I q�� ' - N coLI zN IIw [O I r CC Investments VIII LLC 1 \ \D�,t9NN E -, ro +77.88' - .- .- .- . - .- . - . _FWD .- .- .- .- .- .- .- .- - • o � 50' 1320EPIKEST. uP \ \ I I - I SEATTLE WA 98122 II +77.58' I \1 .1 T.O. ROOF PAVERS ) J °°} T m I .1 co / `�Di. N 04 'n LIP / 1 I � � � � UP ! %, `_' \ STAIR NOTES: r to 1 \ 3'-0" / 3'-0" \ SEE DETAILS 5, 6 AND 7/A7.1 in \ _ / _ �_ In Fwz _\ ml v 1. STAIR HANDRAILS 1-1/2" DIAMETER inI 7'-1 1 $ 5„ m NI WOOD, TYP. (UNO). \ / '� -� 2. CLEAR SPACE BETWEEN HANDRAIL T 2ND FLOOR `' _ BASEMENT S FLOOR - - - - AND WALL SURFACE 1-1/2" MIN. +67.13' - c�- - - - - - - SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 5TH FLOOR+ \ \ �-- - SCALE: 1/4" = 1'-0" 9 3. WHEN HANDRAILS ARE NOT \ I I 'i CONTINUOUS BETWEEN FLIGHTS: -EXTEND ONE TREAD LENGHT co o I • BEXTEYOENDND LOWEST RISER BEYOND OP P. 1 RISER, TYP. FW2 \I I I � \ iv 4. STAIRS TO BE PRESSURIZED PER Ir - - I 11 - 1 ` WSBC 504.4.1 Ico I I I � I 1 +57.51' - - - - - - - 4TH FLOOR a \ - - - - - . C.1 li I Ir 7 1 / n 01 N / \ / / II \ \ 1 IFW2 \ 77 zo I I / +52.17' \ I e L \ �I• _ r DOWN I r ki Co 1 td.n �� FWI4 I IFW3.3 W Z • II I 04 PERMIT REVISIONS 12.18.19 in : wP II�_ I_ = +47.88'� • \ \ - - .- 6- •- • - •- ' - - -rei 03 PERMIT REVISIONS 11.05.19 co '- 1 " D " n 1 3RD FLOOR - . L . - rrice= - �o -_ II�� I J \ 02 PERMIT REVISIONS 10.02.19 III a co 09 �- °� . L✓ 10.• �, 01 OWNER REVISIONS 09.09.19 m - , o I I I NO. DESCRIPTION DATE v II UP I \ ' DOWN up a IFN2 r I_ _ J ici REVISIONS r \\ uS v v \ / °i PLN-2019-0008, BLD-2019-0511 co= Co — \ / \ \ / r� Fwa PROJECT NO: JOAP 2019.07 -' -' in DATE: 12/18/19 - \ +38.26' \ - . - . - - - - - .i:- - .- . - - - - DRAWN BY: EL, MV, JH 4TH FLOOR 2ND FLOORr 3RD FLOOR �, APPROVAL. SJ SCALE: 1l4" = 1'-0" LO .,I IFw2 Fidalgo Flats I , I _ - m `co IFW4 I M _ -7 vvvvvv. DRAINAGE MATT I 5'-8112" 11'-0" / i� \\\\ / 1715 0 Ave. Anacortes, WA I \\\\\\ J I \,\\\\\\ - - - - - - - - - - - _ - EXPANSION JOINT .\\\\\ +28.63',. y \ �/- CONCRETE SLAB I 1STFLOORY I \\\\\\. / GRAVEL SUB BASE \\\\` AVG GRADE PLANE - \\. tt 7 STAIR♦♦♦♦o ♦♦o♦ - .-1 r-_Dor_cil I I \` BASEMENT ` , ;���;♦♦p♦y`;,�p♦ BUILDING PERMIT CO ♦'/♦Q♦ ♦O♦ ♦O♦ SHEET NO: . .._z 1 ;I. 92-±- -I,/ _ v J r Cr "A\ \\\\ I. 1 ...vv.v \\\.\\. DPD APPROVAL STAMP: `0. ► / v '' \\yy fa avv\\\v. o` C \ N i \\\\\\\ th \ / 5\\\\\\,N n,a _ _ lyy / STAIR_ _ _5„ </ — SCALE: 1/4" 1'-0" o 2' 4' e' ✓ � • N I t cci 5TH FLOOR ROOF t SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 0 JOHNSON OAKLIEF ARCHITECTURE & PLANNING u.c p 3'-2" / 3'-0" / 3'-0" 2"y. 3'-0" ,, 2124 THIRD AVENUE, SUITE 200 SEATTLE,WA 98121 206-448-7580 �— y -I — �- PAINTED STAIR / � � \ SKIRT in 1 PI / A ��' OISTERED ,� STAIR FINISH PER -cHITECT - ` \" N— I FINISH SCHEDULE ---- - 1 TH__ 3/4" PLY TREADS & * `+,+! P JOHN " RISERS OVER STATE " ASHINGTON J STRINGERS q I 3z Y '�m� r Y zW y11" MIN. 1- . ;-� Madrona Real Estate \ \ DOYEN I Investments VIII LLC \ UP \ N' UP 4, 1320 E PIKE ST. V. SEATTLE WA 98122 IL o !ram , "' T.O. ELEVATOR PENTHOUSE ROOF J \ * \ ' LiJ j�� STAIR NOTES: _ _ 09 , SEE DETAILS 5, 6 AND 7/A7.1 _ill + T 1ST FLOOR T.O. STAIR PENTHOUSE PARAPET I I I 1. STAIR HANDRAILS 1-1/2" DIAMETER I WOOD, TYP. (uNo). I SCALE: 1/4" = 1'-0" 0 2' 4, 8' 2ND-4TH FLOOR ` STR STRINGER WOOD SCALE: 1/4" = 01'-0" 2' 4' 8' 04 — AND WALL SPACEU FACE BETWEEN-1/2" MIN.NDRAIL 5/8" TYPE X GYP BD 3. WHEN HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS: N / -EXTEND ONE TREAD LENGHT STAIR2 a) / r Detail : Treads @ Stairs 1 & 2 BEYOND LOWEST RISER, TYP. rn - EXTEND 12" BEYOND TOP AT'' \ SCALE: 1' = 1'-0" RISER, TYP. / 6'-2" 4 4. STAIRS TO BE PRESSURIZED PER 3'-0" 2" 3'-0" - +77 88 WSBC 504.4.1 \ \ 50'ABOVE AVG. GRADE • ` 4 / \ +77.58' ar j \ er" r I DONN , T.O. ROOF PAVERS in 1 vz 4 1 1/2" / c..... Lo coD M cc"- _ T ' DOWN — — — �\ +67.13'� 2 5TH FLOOR 04 PERMIT REVISIONS 12.18.19 \• o), / c 03 PERMIT REVISIONS 11.05.19 \ v 02 PERMIT REVISIONS 10.02.19 Detail: Handrail @ Stairs 1 & 2 6 = 01 OWNER REVISIONS 09.09.19 \ T - - \ SCALE: 1' 1'-0" I ®1 J NO. DESCRIPTION DATE I I I REVISIONS I Y� I kr PLN-2019-0008, BLD-2019-0511 +57.51' j PROJECT NO: 5TH FLOOR JOAP 2019.07 4TH FLOOR I DATE: 12/18/19 S 1/4" = 1'-0" c DRAWN BY: EL, MV, JH CALE. 0 2' 4' 8' II. / APPROVAL: SJ N \ HANDRAIL r• \ \` STAIR2 N. N • \ " A„ 1 9, Fidalgo Flats 3'-8" MIN. / 3,_0^ \ZN �-o„— L \. +47.88' \ — — — — — , \ 3RD FLOOR / PAINTEDKR STAIR 1715 O Ave. Anaco tes, WA / J � .... � SKIRT / !I \ o f9 \ j q ci 7 4 co STAIR FINISH PER FINISH SCHEDULE \ , r DOrVN - _ _ _ c� \ 3/4" PLY TREADS & n ER i I o, RISERS R STAIR 2 N STRINGERS ;o W n I bE .4446 a WOOD STRINGER - Q �w « 4 +38.26' — .— / N - \ \ N 2ND FLOORO 5/8" TYPE X GYP BD0 BUILDING PERMIT \ \ _ _ o - r . c / SHEET NO: r j \ 1 leatirI \ m N A7 . 1 \ , \ 11 \\ i N `Ns / DPD APPROVAL STAMP: v v " N v O TFLOOR = ROOF co Detail : Section @ Stairs 1 & 2 STAIR 2 SCALE: 1' = 1'-0" y SCALE: 1/4" =0 1'-0" z 4• 8 - SCALE: 1/4" = 1'-0" o�' El 0 A / A B ISOISTWAY 3'-1117 4'-01rz• JOHNSON OAKLIEF / 3'%XOIS7WAY / 2 7116' CAA HAILS 117116' A ARCHITECTURE & PLANNING u.c 37116 /I, Tdlff•B.T.B.CARRAILS 117116•/ �IIy 317 RAIL 317 RAIL 'Ely / B-0'HgBPNAV / 61s116 8-111W03.G. v.2is�16/ aillilill / 3'u 17 V-3114' CO 2124 THIRD AVENUE, SUITE 200 3'-1117 4'a 17 t + o FW3.2 SEATTLE,WA 98121 206-448-7580 / / / d_ z7116 / rs1,e•B.TB.CMPALS n7ne/ 92.88' — \ / 4'a V / SIN' E t 87316 T.O. ELEVATOR PENTHOUSE ROOF$ L s vd' DNT 3 g ` 3 cw cov. CAR \ -a d - W6X16 M -EGISTERED \ \ \` / I \ \ , <0 W1.2-2HR ' ' CHITECT \ -‘ / `S PIT " RI C N N b S �' •`� CWT.GUARD ? �° g covl>alloa aIN \ 2STATE • ASHINGTON „ti (IFREQ.) �— `(61"ThENSOR LIMIT a ;e �^�' I r MR I sWi & y \ b — p L1 �� an R7 g�g I 4p I �c -—+L�t" m m ;o S - cl o y c� I RLA CWT Gi1PR0IIFRED) " - \ \ m g o I g = a�- \ \ - - _« O O �Ri :r 5 \ \ y 4u - _ - _ _ _ W \ \ g m m \ 4- _ _—_—_—_-1—_—_—_-- M1ylI' _T� o g O cq ti N If �• m - f— qq R, i _ N m I RLBJ� g " °. m m Madrona Real Estate I a �' I p� e \ o GRO.E.HRCH MACHINE — co ' A q = MIL CAP RAIL CAP • — • m o e a ' ^ - Y N = T.C.TDN x -0 J'.,, t w Investments VIII LLC I R4 = w 112' ill / <r \ \ 2. �, T.c. Fqlij 1- N - ,N�' CAR STATION �R,. \—� 6 N INTERFACE MACHINE �� W1.2-2HR / \ }\ \ , Li " \ \ \ \ m m\ - A 'A , \ �� \ SEATTLE WA 98122 FRONT N_ 11L 0 J t ' DUCT RISER HALL STA. LANTNI. T JMSMOUNTED +77.88E \ LCONDUFTsPA(E =o ABV.LADDER Cm LCONTROLER 50'ABOVE AVG. ;An' I? 1 .— — \ — — — — — PIT PLAN 3.B 3' VERTICAL CONOURBPACE A A !S :17 3'-C CUR OPNG.AT - FLOORS 4'.617 / OVERHEAD PLAN +77.58t/ 8 1• 4'-9'ROUGH OPENING T.O. ROOF FINISH FLOOR \ CO m B'-0•ROUGH OPENING AT TOP LANDING 04 fV WITH JAMB MOUNTED CONTROLLER N A v- W5.3A-2HR / 1 2 HOISTWAY PLAN 3 R 4h FL THYSSENKRUPP ELEVATOR PLANS +67.13' _ _ _ _ _ _ 5TH FLOOR$ \ \ $ -a x x / 1.:-o iPP,,.nw iwnT / X'X'NET TRAVEL / 5-0"PIT / N 01 I, Tr-15/r BOUOMOF GOVERNOR* / IT W5.3A-2HR (MIN.SPLICE PO'FROM TOP OF RNLI / N- T-1' 61134'TOP BRACKET LOCATION / T tO L 4'-111116' _ BE S'16'TO"OF CAB ATHIC#STTMYEL* 1'-1 Yl6 C '( REFUGE SPACE j" WITH 170lEPNtI CAB HEIGHT �/ BO TOM OFSTRIKE PLATE c0 , 4'-0'MINIMUMPrt I SNWR / 1'115/16'TOP Of CWT.WNH CAR B-0'MAXIMUM ROUGH OPENING MTH JAMBMOUNTED CIINTROLER >( ON FULLY COMPRESSED BUFFER — - - 'a / I 3'3'flWGH OPENNG)TYP.I / 1's 911B // 3-411116ROMP SSED +57.51I, ea•RougN aPENING 1 TS CLEAR OPENING mP.l . 2Y4•CARCAR 4TH FLOOR$ \ I I \ T-0'CLEAR OPENING UFFER BUFFER STROKE Li C..T 1 FRONT FAONT co r N — u 7 J N LL1 1 N 04 PERMIT REVISIONS 12.18.19 1.01 ¢ W5.3A-2HR / m I' , 83 j ¢ a 03 PERMIT REVISIONS 11.05.19 41 Z \ 1 I • �m F i B I liEll ;1 GO 02 PERMIT REVISIONS 10.02.19 SAFETY BEAM(BY.G.C.) J 1_ an 3 1— () 7590Le CAPACITY I LLI CO +47.88' v 01 OWNER REVISIONS 09.09.19 UI i 3RD FLOOR'''. \ — — — — — \ )•( rt H NO. DESCRIPTION DATE _________________---4 CO ili REVISIONS PLN-2019-0008, BLD-2019-0511 PROJECT NO: JOAP 2019.07 6A'COUNTERWEIGHT GUARD(NET TRAVEL�=19/FT.) , 1'-P - COMP.CAWNREQUIRED FOR NET TRAVEL>1W FT I "/ r W5.3A-2HR—/ DATE: 12/18/19 61/4" ]'S OAR TOP RMLNG T-11170VER OVERALL CAB HEIfiHT 11'-11R OVERALL COUNTERWEIGHT HEIGHT 1'-CWT.B OVERALL UFFER SEE STRUCTURAL * / / CWT.BUFFER / in / 3'41116' 1r� 651L1CIMDERX�Iff3D* // JIY1fi• / CMRUNer DRAWN BY: EL, MV, JH 4 PLATFORM *ADD 1'-0"TO DIMENSIONS FOR 9' CAB ��� T-0 gEARov OVERHEAD a (HOlsne ANT' / SECTION VIEW Co APPROVAL: SJ THYSSENKRUPP ELEVATOR SECTION 2NDFLOOR$ \ — — — — — \ u 9 111 Fidal o Flats V) iN W5.3A-2HR—d- 1715 O Ave. Anacortes, WA 6 ti Bio +28.631 1ST FLOOR` -r —� - - - - \ ELEVATOR AVG GRADE PLANEt X� • \ v PIT N �Y/ SUMP BUILDING PERMIT !? � +20.60', `�`�� • ` � ��````` • SHEET NO: BASEMEN �,/ � �`` \`. A7 . 2 2 /`�,0 DPD APPROVAL STAMP: N of m 1 BASEMENT 1ST FLOOR ROOF Elevator Section SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/4" = 11-0" 0 2' 4' 8' ELEVATOR PLANS 5 CONCRETE PAVERS GUARD RAIL S O N OAKLIEF I GUARDRAIL, SEE PLAN FOR LOCATION O H NSO 8[ PLANNING PLANTER TRAY ROOF PLANTER TRAYS ARCHITECTURE S PER LANDSCAPE, SEE PLAN FOR ME LOCATION METAL COPING 2124 THIRD AVENUE, SUITE 200 SEATTLE,WA 98121 206-448-7580 METAL COPING END WALL FLASHING END WALL FLASHING / - - I METAL ROOFING SLOPE 1/4"/12" METAL ROOFING SLOPE 1/4"/12" I Q I 'E(318TERED �?�' -CNRECT I 10 I I EAVE FLASHING $ EAVE FLASHING I I I TREATED WOOD 8i �I ' 2'-8" - - _ 5��" _ 15 112 I`� OVERHANG 2' " TPO MEMBRANE OVER I 11• ! P J• I g �, 2 �. '� I '�3 X III Y I / f SLOPING RIGID INSULATION / - l _ r STATE • ' ASHINGTON SEE PLAN FOR GUARDRAIL f I I \ I fi LOCATIONS • i �_ I = 1 I► ®_ - - - - - - - - +77.88', 3 , !'''CO '�%/O�///0� //�Y //, _ +RADE _ _ . ;��/��,��.��%/`,� �`,��/ :V� I — +RA88' _ .— ._ ._ ._ i�� 50'ABOVEAVG. GRADE " �I' ✓/� 50'ABOVEAVG. GRADE �� �� � - 50'ABOVEAVG. GRADE �— :' �' t ,'�.5; I l II I I II Illil IIIII I IIII <1m!!!nn!!_Ill�l.ilinlumnuaumU.mi��lIti I 1 I II L� �►••N�►•••.•••iMN• •• ..;..:..:.•s..•.••....\•.••..:i=t , :A.44.414; ►�••ee•&ee•�•eo•noeeeo•;•�6.11 .; _ . .•.... Madrona Real Estate 1i OVERHANG DIMS VARY, . I .. ' ♦'�N � . SEE PLANn___. , 2.5' MAX u Ora I III Investments VIII LLC 41 AL 13 PLANK SOFFIT I Ora ko.� A 1320E PIKE ST. 03 'r�i' !. .. .-. �� SEATTLE WA 98122 ! ' PRESSURE TREATED `� *41 ` - - - ?II I - I 6x12ONS IMS ei 0 2x4 SLEEPER STUD 4 �1 :4 W/JOIST D O BEAM VINYL WINDOW I1 W/JOIST HANGER 04 RECESSED 2"FROM O1 FACE OF CLADDING,U.O.N. .1 PA. 0� o �� PAVERS ON PEDESTAL P3 �� METAL COPING ti .404 • 10.E ." � • Fes' \ FW2 1 METAL BOLT ON BALCONY,TYP. '� BLACK THROUGH-FLASHING �� 02 I FW2 ,�, ,�� @ MATERIAL CHANGE �� FW2 li I'I ,10 RIGID INSULATION R-38 i- r..-: • _ �1 A I 1 1 I • 1 • I r � •I _ 1 I111 11 II 11 +67.13' II h III► , \il 1 , I 5TH FLOOR -- - -__ _. I STH FLOOR i•'�1NttC14 III•1�'►t�1tl�t•C7ittt'Ittl"Its +67.13' _ — . Y' +67.13'� �� �� s♦11♦NI 16 96 SF CIVi 1♦111111 1 I I- - - e STH FLOOR : / ♦ "♦1 1 I�3• I,1 I I I�� , I iti rn I \ I JOIST PER STRUCTURAL �_: / •wil • i • 1 i• 04 • �i • 1.\/ -v-evranninvrt i� • 44 ki VINYL WINDOW ` • RECESSED 2"FROM 41. 04 PERMIT REVISIONS 12.18.19 , FACE OF CLADDING,U.O.N. 2" 1 A 03 PERMIT REVISIONS 11.05.19 I■ 04 ► 02 PERMIT REVISIONS 10.02.19 II'rillII I ••I I FW2s01 OWNER REIONS 09.09. 9METAL 80LT ON BALCONY TYP. FW2 FW2 �2 « � NO. DESCRIPTION DATE 111' _ .i _ REVISIONS 02 — �•• +38.26' +38.2 1, LN-2019-0008 BLD-2019-0511 _ _ �_< P' IIII► �i 11111 I 10. 38.26 _�, � OOR / I 2ND FLOOR f 11 ♦ 2ND FL ,�i,1111bi.1♦N1N♦1111♦♦111111116111N1♦1 ::Z19.07 2ND FLOOR II .. I �i> � •444. PROCTNO:I 'nwr'.uirawrrruurrr.•.rrrrw�•1♦G♦M♦11♦N♦Ib1♦IP1♦♦111♦1♦1N I 11► - "`� I tl DRAWN BY: EL, MV,JH %�- 7 / 1; VINYL DOOR I• II I _ 2'-6" / • 'IiI II • APPROVAL: SJ 40. • 06 ' 3 Fidalgo Flats • 41 �. R10 RIGID INSULATION VINYL WINDOW 111 411 • 1715 O Ave. Anacortes, WA • SAND SET PAVERS 40 II • 1 1 FREE DRAINAGE BACKFILL ■ 4 m FC2 rr 411. FC2 1°. • 1 / FOOTING,SEE STRUCTURAL 4"DIAMETER PERFORATED Net `• / FC2 WALL SECTIONS DRAIN PIPE @FOOTING - - / •PERIMETER 1 4"DIAMETER PERFORATED DRAIN PIPE @ FOOTING ' / FREE DRAINAGE BACKFILI I • • I ■ ■■ m LOOR 1ST FLOOR v PERIMETER y��I � ell e .— .— ._ .— ._ .— . I� . . . , ,,. _ o rIMPOINIMMEN +28O3' 1ST FLOOR o 43 it r +27.88'� I R;;::::ax 2x:o-:n;:•:r:: :::7. :.::.;n:T;:: .:a>r:»>ra I�. i_ . .. .p + 7.88' :-:�i. .. .. ..: ::. .! - .. ..:%:::r'_ BELOW GRADE WATERPRI NE , `` `" VS-:•:- r\. . .`' .`` -`` . .. \,1.:::.,:::.,:?::` 1ST FLOOR AVG GRADE PLANE � �. '• AVG GRADE PLANE'• `` ,, ``•... `` ,� ,.: `` . ,` -� ; .;:-.,��,--_`��. `�.- O�`' . . ° �,! ,� �� , `, UILDING PERMIT +27.88' : .��� `, I .` `. �. V W: ` `% 7 im. �` � ��/ RIGID INSULATION , `, ,� , ,Q i % , `, ` / `�AVG GRADE PLANE O O ��� �/OBI i, ��Or ,�O ,�O `,�O `O� �O� �,Q Q�� / ,,�• ► ��� ����� � `... ,�� �O`` ��` ,�0` ,��` t`; �1 i .Q_�` O �� �O ,` � �1,� OQ` Off` Off`` Off` `` � / ` Off` Off` , �`` Off` Off` ��• .....' ff`` `` `` `` �`` ♦ ♦ ♦ ♦ ♦ SHEET NO: ,`p�^� < 4. er` �` � ��`� ��`� ��� ``p �� -" ��` ��` �� �, �, � �, �, ,� y ��. �:• -p�`�` p��` p���` p��`` ``,��` ``0�` ``0�` ``�� ``, . ``,. ``,- `���` `per` `per` ,O� ,� O� ,O�` ,O`` ,O` �O� O` `o`' `O`` `O`` ,��` ,��` ,��` `,� `````,Q �```,p���` � �� � ` � � � �� �� ��`,Q�111 DPD APPROVAL STAMP: Q O O Q O O O � 0 0 O � 1 WALL SECTION 2 oi WALL SECTION 3 Cri)1 WALL SECTION 1 2 SCALE: 1/2" = 1'-0" 3 SCALE: 1/2" = 1'-0" 1 t a JAOHINSON OAKLIEF RCH2124 THIRD AVENUE, SUITE 200 SEATTLE, WA 98121 206-448-7580 +92.88' — .— .— .— ._ . — .— .— .— .— ._ .— D. ELEVATOR PENTHOUSE ROOF — . — .— . — .— .— .— .— .— .— .— . — ._ .— . EGI8TERED It % RCHITECT �An, P JOHN •` STATE •- ASHINGTON GUTTER SLOPE 1/4"PER 1' Madrona Real Estate cc,,, METAL COPING Investments VIII LLC I =; 1320 E PIKE ST. C 1 11-1 U - I i U 1 P I i I I III SEATTLE WA 98122 • L ti 1 N , � ; 1 3 4 FW2 1, • ' a 1, 1, +47.88' _ _ _ _ _ _ _ _ _ 4, 3RD FLOOR ,„ t4144cccca4Wia4Weefl'e cY"tST6WV 6Te&u6ece6ci'r61,441 444 it N> 04 1 +77.88' VINYL WINDOW 50'ABOVE AVG. GRADE !'� 'C Fz ii.iiiii.i.ii...i.i ..iiiiiii.iiiiiii.iii.ii..iZii RECESSED 2"FROM ■ / FACE OF CLADDING,U.O.N. / / `U/ it, / RIGID INSULATION R-30 / 2i/1I 04 PERMIT REVISIONS 12.18.19 i \ -Er CANOPY 1 \ 03 PERMIT REVISIONS 11.05.19 N. \ IFw2 I N. VI02 PERMIT REVISIONS 10.02.19 04 \ C 01 OWNER REVISIONS 09.09.19 10.r — \ +38.26'O _ _ — ._ .— . — — — . — +38.26' _ — _ _ _ _ — v _ _ _ 2ND FLOOR •— — — — — r. 2ND FLOOR© • • • • I • • Ilk -" ���arte1era NO. DESCRIPTION DATE lL '_- REVISIONS \ / 4� PROJECT NO: PLN-2019-0008, BLD-2019-0511 1 JOAP 2019.07 : :: FW2 DRAWN BY: EL, MV, JH W1.OI 4, APPROVAL: SJ STOREFRONT PER 02/A2.2 - +67.13' _ — — _ _ _ _ _ _ _ _ \ 5TH FLOOR 1r rif4xxrfiacxtfr rxIx'rxxxSYtrrltxxr44txr4irtrYfCxrrlicj CONCRETE PATIO SURFACE . "BELGIUM SLATE" RIGID INSULATION \ Ali SLOPE 1/8"PER 1' __ AWAY FROM BUILDING Fidalgo Flats \ LOBBY 4 GUARD RAIL TYPE 1 \ I BOLTED TO T.O.RETAINING WALL • FREE DRAINAGE BACKFILL \ 42"ABOVE F.F. 1 \ FC2 / •• 1715 0 Ave. Anacortes, WA FOOTING, SEE STRUCTURAL / / / / T RETAINING WALL // // \. } • 16 • +28.63' • SLAB ON GRADE SLOPE TO DRAIN 1/4/12" 1ST • WALL SECTIONS ._ .- .- . - •- I _ / T +28 r P 1ST FLOOR // +27.88'O _ ._ .— ���♦♦��`�♦`�+♦♦```♦♦`��Q♦` •. �� `��' +27.88', AVG GRADE PLANE T • AVG GRADE PLANE •••`�:•:. :`` : ``' V ♦♦�� O� V. O� O�` ���`� ♦O`er`+ ♦� • " ♦V .`O` . . 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WP 3371 3 1/2" ECOTOUCH QUIETZONE ACOUSTIC BATT 1�4•6'4'�'46'�4 A6��44�'�� INTERIOR SIDE N/ INTERIOR ONLY - FURRING STRIP �•���1�•�•�te inIP V, OC NO. SLSWS327 INSUL. EXTERIOR INTERIOR - MOISTURE/AIR BARRIER R66411666.6.6.Ii11l6.66.11i1ll - 1/2" GYPSUM WALL BOARD WALL W1.0 GA FILE NO WP8105 ,� EdBTERED UNRATED 1/2" MIN WOOD SHEATHING . ° ' GIST ECT EXTERIOR UL NO. U356 - 2X6 WOOD STUD W/ INSULATION PER IBC 705.5 - (1) 5/8"TYPE "X" GWB - PVA VAPOR BARRIER PRIMER 04 sue' a•. PJOHNSO` STATE • ASHINGTON - CEMENTITIOUS SIDING - FURRING STRIP 5/8" GYPSUM WALL BOA ■ral_II 1 — SHAFT 2HR. GA FILE NO. WP 4 ND INSULATION EXTERIOR 1 HR. MOISTURE/AIR BARRIER �15 t ntionan ry nr rnorm WALL, NORTH EXTERIOR UL NO. U309 1 5/8"TYPE "X' GYPSUM SHEATHING E����•���1���������I''��'��1�j1�• PLUMB 1"AIR SPA 1�r••r��•�••�r'•��•�•5���• • �' wi.oA INTERIOR & N/ GA FILE NO. WP 8105 O ll -------6446444 - 1/2" MIN WOOD SHEATHING ��'�'�'�'�'����� (2) 5/8 GYPSUM WALL BOARD 2X6 WOOD STUD WI INSULATION -2X4 WOOD FRAME AND INSULATION M ad rona Real Estate - (1) 5/8" TYPE "X" GWB - PLYWOOD PER STRUCTURAL - PVA VAPOR BARRIER PRIMER - (2) 5/8" GYPSUM WALL BOARD Investments VI I I LLC 1320 E PIKE ST. 1 HR. METAL SIDING NOTES: SEATTLE WA 9812 1 � : - II • r . INTERIOR SIDE - FURRING STRIP - EXTERIOR wi.iONLY N/., INTERIOR MOISTURE/AIR BARRIER 6.6. i16.6.6.6.6. 6.6.6.6.6.6�il�� ;��,�������,��� ,; ASSOCIATIONS GA-600-2015 21ST WALLGA FILE NO WP8105 STC UL NO. U301 (2) 5/8" GYPSUM WALL BOARD �,�_�I�►�iii,�_�I�j�i�������1��� EDITION FIRE RESISTANCE DESIGN 2X6 WOOD STUD W/ INSULATION SHAFT W5.2 2HR. 40-44 GA FILE NO. WP 4230 2X6 WOOD FRAME AND INSULATION UNRATED UL NO. U356 - (1) 5/8" TYPE "X" GWB MANUAL. PEEXTERIOR R IBC 705.5 - PVA VAPOR BARRIER PRIMER - (2) 5/8" GYPSUM WALL BOARD UL NUMBERS ARE PROVIDED AS AN - METAL SIDING ADDITIONAL TESTING RESOURCE AND - FURRING STRIP BASED ON UNDERWRITERS EXTERIOR 1 HR. UL NO. U309 MOISTURE/AIR BARRIER ��� Ij������jl������jl�• - (2) 5/8" GYPSUM WALL BOARD C i��� W'rit� ���f;� LABORATORIES INC. FIRE RESISTNACE ) W1.1A INTERIOR N/• 6.NJ. .11.6. /•1.�i.�.�.�.1•!1 STC UL NO. U301 6 .41166 6NiN��6 1i61 WALL, NORTH EXTERIOR GA FILE NO. WP 8105 (1) 5/8' TYPE "X" GYPSUM SHEATHING UNIT/SHAFT wS.zA 2HR. 55-59 GA FILE NO. WP 3825 - 2X6 WOOD FRAME AND INSULATION _ _ __ _= DIRECTORY 2015. - 2X6 WOOD STUD W/ INSULATION -RESILIENT CHANNEL - (1) 5/8"TYPE "X" GWB - (2) 5/8" GYPSUM WALL BOARD OC NUMBERS FROM OWENS CORNING - PVA VAPOR BARRIER PRIMER SOUND REDUCING INSULATION TESTS. 04 SHEAR WALLS TO INCLUDE A LAYER OF k 1 HR. i••• P4���••-•- --- ��ttott to PLYWOOD PER STRUCTURAL BETWEEN ) INTERIOR SIDE SHAFT W5.3 2 HR. STC •!••A'••!•!••!•'•'�••••••!••4�''M 04 STUD AND GWB. EXTERIOR ONLY INTERIOR METAL SIDING 40-44 UL NO. U301 (2) 5/8" GYPSUM WALL BOARD - GA FILE NO. WP 4136 - 2X4 WOOD FRAME AND INSULATION GA FILE NO WP8105 - 6" METAL FURRING - (2) 5/8" GYPSUM WALL BOARD WALL W1.1B N/ MOISTURE/AIR BARRIER ;��,I'������I�r����� �;� UNRATED UL NO. U356 - 2X6 WOOD STUD W/ INSULATION I1��1��-�A����.�.��.�.ia��4 EXTERIOR - (1) 5/8" TYPE "X" GWB PER IBC 705.5 - PVA VAPOR BARRIER PRIMER STC UL NO. U301 - (2) 5/8" GYPSUM WALL BOARD •••qr•••••••••,•,••••••••••„•• 2 HR. - 2X4 WOOD FRAME AND INSULATION �•�•`•__•••_.•�..••r•••�•�._. - EXTERIOR FURRING STRIP UNIT/SHAFT W5.3A 55-59 GA FILE NO. WP 3825 METAL OR CEMENTITIOUS SIDING - RESILIENT CHANNEL WALL, 2HR INTERIOR SIDE MOISTURE/AIR BARRIER ���'I�.�.�����'If������I�I� - (2) 5/8" GYPSUM WALL BOARD STAIR& ELEVATOR 1 HR EXTERIOR SIDE /. SIM UL NO. U301 6.�.�J,6111 .1��-�.�.Mal_.! PER IBC 1023.7 SIM. GA FILE NO. WP 8415 - (1) 5/8"TYPE "X" GYPSUM SHEATHING 04 - 2X6 WOOD STUD W/ INSULATION - (2) 5/8" TYPE "X" GWB - PVA VAPOR BARRIER PRIMER 04 STC UL NO. U301 - (2) 5/8" GYPSUM WALL BOARD =:' ': '3■ SHAFT W5.4 2HR. 40-44 GA FILE NO. WP 4136 - 2X4 WOOD FRAME - (2) 5/8" GYPSUM WALL BOARD - 3/4" CERACLAD SIDING 04 PERMIT REVISIONS 12.18.19 PARAPET w1.3 1 HR. UL NO. U309 - 5/8"AIR SPACE @ CERACLAD W GA FILE NO. WP 8105 - 5/8" GYPSUM SHEATHING Mri II_1�, 03 PERMIT REVISIONS 11.05.19 - 2X6 WOOD FRAMING - 5/8" GYPSUM WALL BOARDV II- 5/8" GYSUM WALL BOARD FURRING w5.90 N/A. - 2X6 WOOD FRAME 02 PERMIT REVISIONS 10.02.19 - 1"AIR SPACE 01 OWNER REVISIONS 09.09.19 - 3/4"AL 13 SIDING NO. DESCRIPTION DATE PARAPET W1.4 1 HR. N/', UL NO. U309 - 5/8"AIR SPACE @ AL-13 GA FILE NO. WP 8105 - 5/8" GYPSUM SHEATHING ■II_I`-II, REVISIONS - 2X6 WOOD FRAMING - 5/8" GYPSUM WALL BOARD Id pQ pQ PLN-2019-0008, BLD-2019-0511 - 5/8" GYPSUM WALL BOARD FURRING W5.91 N/A. - 2X4 WOOD FRAME PROJECT NO: JOAP 2019.07 - 1"AIR SPACE DATE: 12/18/19 DRAWN BY: EL, MV,JH APPROVAL: SJ _. Fidalgo Flats UNIT/ UNIT STC UL NO. U376 - 5/8" GYPSUM WALL BOARD VP9:'�•��99•••••••ri!•••••••••••' W3.1 1 HR. A FILE NO. WP 3370 - 2X4 WOOD FRAME AND INSULATION UNIT/ HALL 54 �'''�''' ''• WALL TYPES @ CONCRETE OC NO. SLDWS257 - 1"AIR SPACE -2X4 WOOD FRAME FLOOR FIRE 1715 0 Ave. Anacortes, WA ♦ - 5/8" GYPSUM WALL BOARD TYPE RATING STC/LLC TEST NO. ASSEMBLY DESCRIPTION i - CONCRETE PER STRUCTURAL I LIQUID APPLIED MOISTURE/AIR/VAPOR BARRIER i; • SIM. •.••V•P•••••••••;••••••••••„•• BASEMENT ci IBC TABLE R-10 RIGID INSULATION ° ° STC ♦ UL NO. U376 5/8" GYPSUM WALL BOARD ••••'••'••••••''• •••••••••'•'• 4 HR. UNIT PLUMB W3.2 1 HR. .;_;—;, 721.1(2) DRAINAGE MAT WALL TYPES DEMISING 54 A FILE NO. WP 3370 2X4 WOOD FRAME AND INSULATION 11 II H OC NO. SLDWS257 - 1"AIR SPACE ♦ - 2X6 WOOD FRAME 1 - 5/8" GYSUM WALL BOARD - R-10 RIGID INSULATION BASEMENT ct� 4 HR. IBC TABLE - CONCRETE PER STRUCTURAL v ° ° ` 721.1(2) - LIQUID APPLIED MOISTURE/AIR/VAPOR BARRIER 1 ♦ - R-10 RIGID INSULATION - DRAINAGE MAT BUILDING PERMIT ♦ - 5/8" GYPSUM WALL BOARD =:��r:--- o v SHEET NO: UNIT 1 HR STC UL NO. U309 2X4 WOOD FRAMING ° INTERIOR W4 0 35-39 A FILE NO. WP 3510 5/8" GYPSUM WALL BOARD BASEMENT c2 4 HR. IBC 1 ABLE -CONCRETE PER STRUCTURAL - ° ♦ ( ) I A9 . 0 UL NO. U309 - 5/8" GYPSUM WALL BOARD .1�—IA-1 DPD APPROVAL STAMP: ON STC UNIT 1 HR - 2X6 WOOD FRAMING WALL TYPES @ METAL W4, . INTERIOR 35-39 ♦ A FILE NO. WP 3660 - 5/8" GYPSUM WALL BOARD FLOOR RATING STC/LLC TEST NO. ASSEMBLY DESCRIPTION ♦ a I wia i a rreWrWrrnerel § UNIT STC ♦ SIM. 5/8" GYSUM WALL BOARD �:n: :: ::■ 04 UL NO. U428 2 1/2" OR 4" CH CHANNEL WITH 1" 2 HR SHAFT INTERIOR UL NO. U309 - DOUBLE 2X4 WOOD FRAMING SHAFT El 2 HR. t LINER g W4.2 1 HR. 35-39 A FILE NO. WP 7051 A. A FILE NO. WP 3510 - 5/8" GYPSUM WALL BOARD (2) 5/8" GYSUM WALL BOARD JOHNSON OAKLIEF ARCHITECTUG Lic 2124 THIRD AVENUE, SUITE 200 SEATTLE, WA 98121 206-448-7580 FLOOR SYSTEMS @ WOOD FLOOR FIRE TYPE RATING STC/IIC TEST NO. ASSEMBLY DESCRIPTION - ROOF MEMBRANE/AIR BARRIER SAGISTERED CHITECT FW1 MIN STC 50 GA FILE NO. - R38 INSULATION TAPERED TO DRAIN - -- -- - FC 5530 - PLYWOOD PER STRUCTURAL 1HR MIN IIC 50 - WOOD I-JOIST PER STRUCTURAL ROOF �1:. - PJOHNSO` (2) 5/8" GYP BOARD (UNOCCUPIED) STATE ' ASHINOTON PVA VAPOR BARRIER PRIMER J_ - Madrona Real Estate A MIN STC 50 GA FILE NO. FLOOR ASSEMBLY Investments VI I I LLC FC 5111 - PLYWOOD PER STRUCTURAL 4, CARPET A, HARD FLOOR A,MIN IIC 50 WOOD I-JOIST PER STRUCTURAL FLOOR ( 1HR UL L570 - 3 1/2" BATT INSULATION 1320 E PIKE ST. - 1/2" RESILIENT CHANNEL SEATTLE WA98122 2 - (2) 5/8" GYP BOARD 2 ) FINISH FLOOR PER INTERIORS A 5 - 1 1/4" GYPCRETE @ CARPET - 1" GYPCRETE OVER 1/4"ACOUSTIC MAT @ HARD SURFACE FLOORING '�_..ten N M�1 /- - CONCRETE PAVERS ON PEDESTALS ® MIN STC 50 GA FILE NO. - ROOF MEMBRANE /AIR BARRIER FC 5530 - R38 INSULATION TAPERED TO DRAIN MIN IIC 50 ROOF DECK 1HR PLYWOOD PER STRUCTURAL __—_—_.__—_—' - WOOD I-JOIST PER STRUCTURAL ���� - (2) 5/8" GYP BOARD - PVA VAPOR BARRIER PRIMER ( MIN STC 50 GA FILE NO. - ROOF MEMBRANE/AIR BARRIER — FC 5529 - R-38 RIGID INSULATION TAPERED TO DRAIN ROOF @ FW3.1 MIN IIC 50 -PLYWOOD PER STRUCTURAL _ — STAIRS 1HR - WOOD JOISTS PER STRUCTURAL ���� �, - (2) 5/8" GYP BOARD - PVA VAPOR BARRIER PRIMER rv�/li.-.�l1- -.-,/Y-✓. r,r.a/1-.-.M(--.-.rY.!. --Yl�--,nr./lIv---,VYI.'-, vV-)--\, r�✓V��-`u..'�,-.T✓w.� `. - ROOF MEMBRANE /AIR BARRIER ROOF @ - PROTECTION BOARD ��������������____ •�I ELEVATOR FW3.2 R-20 RIGID INSULATION TAPERED TO DRAIN 4b. A. . . Ai . . �i11 A - PLYWOOD PER STRUCTURAL (UNRATED - WOOD JOISTS PER STRUCTURAL WITH R-30 INSULATION - (1) 5/8" GYP BOARD A - PVA VAPOR BARRIER PRIMER - PLANTER TRAYS WHERE PROVIDED ROOF @ FW3.2 MIN STC 50 SIM ROOF MEMBRANE /AIR BARRIER OVERHANG BACKSPAN GA FILE NO. . PROTECTION BOARD 04 PERMIT REVISIONS 12.18.19 MIN IIC 50 FC 5530 3 - R-17 RIGID INSULATION TAPERED TO DRAIN " 1HR i - PLYWOOD PER STRUCTURAL 03 PERMIT REVISIONS 1 . 19 - R-23 INSULATED WOOD JOISTS PER STRUCTURAL n r' 02 PERMIT REVISIONS 10.02.19 - PLYWOOD PER STRUCTURAL - WOOD I-JOIST PER STRUCTURAL 01 OWNER REVISIONS 09.09.19 (2) 5/8" GYP BOARD - PVA VAPOR BARRIER PRIMER NO. DESCRIPTION DATE REVISIONS PLN-2019-0008, BLD-2019-0511 PROJECT NO: JOAP 2019.07 - CARPET LANDING @ FW4 - PLYWOOD PER STRUCTURAL DATE: 12/18/19 STAIRS NRATED JOISTS PER STRUCTURAL - 5/8" GYP BOARD DRAWN BY: EL, MV, JH APPROVAL: SJ -.r,-,w-v-tiwww-YwVv-wv,�ww, - CORRUGATED METAL ROOF SLOPING II 01 - WEATHER BARRIERKXXV �Y�Ot�Q1 OVERHANG - PLYWOOD PER STRUCTURAL @ ROOF FW5 UNRATED - INSULATED JOISTS PER STRUCTURAL Fidalgo Flats (1) 5/8" GYPSUM SHEATHING ( -ALUMINUM CLADDING SOFFIT 1715 O Ave. Anacortes, WA CORRUGATED METAL ROOF SLOPING TO _. . . . . , OVERHANG GUTTER y FW5 NRATED -WEATHER BARRIER Ji @ ROOF c - PLYWOOD PER STRUCTURAL - JOISTS PER STRUCTURAL - VENTED ALUMINUM SOFFIT FLOOR-CEILING FLOOR SYSTEM* @ CONCRETE TYPES FLOORFIRE TYPE RATING TEST NO. ASSEMBLY DESCRIPTION FC1 -CONCRETE SLAB ON GRADE PER STRUCTURAL ° ° BUILDING PERMIT NRATED -VAPOR BARRIER 6 MIL MIN. Egla��s, ��iyt � SHEET NO: SLABRD ON Wait - GRAVEL RIGID INSULATION . .tom%.k ' ./OY 6. GRADE @ -4" A9 . 1 BASEMENT FC2 DPD APPROVAL STAMP: -TILE OR CARPET . SLAB ON -UNDER LAY o ai GRADE @ UNRATED -CONCRETE SLAB ON GRADE PER STRUCTURAL ,t_. -�-�,,.��.�-{.`,I UNITS -VAPOR BARRIER 6 MIL MIN. r -R-10 RIGID INSULATION t > -4" GRAVEL + 02 a 0 0 c t 0 I PATIO SURFACE / 01 // i (2)2'WIDE PLANTERS K / 1 BORDERW/PERBALLAST ROOF PLANROC . `I I CONCRETE WITHELGIUMSLATE THRESHOLDI/2" MAX WHERE NO PLANTER, LCHITECTURE & PLANNINcLLcROOF MEMBRANE OVER INSULATION FINISH, SLOPE 2% I FINISH F�OORING PER • AWAY FROM BLDG I / / • . '// I �' METAL COPING k x x 2124 THIRD AVENUE, SUITE 200 D 6. ° I i , SEATTLE,WA 98121 206-448-7580 END WALL FLASHING / ( GRAVEL D ' ■Il1�1 d EXTERIOR SLIDING / - (i . . . O - �� DOOR SILL / D5 ( FREE DRAINAGE ♦� -- l' ♦`� •• � n . Illil � 't } ! � ' METAL COPING i` ♦```♦♦♦O`,♦♦♦♦O♦♦``♦♦O` {. _ ¢ 1 .,•.•• EATED K1 BY OTHERS,DECK THRESHOLD MAX i� ROOFING SLOPE 1/4"l12" / / / / +i BACKFILL •� P j f_. CORRUGATED METAL GI$TERED ♦` A. ♦ % , W/T.O. FINISH FLOOR �, <,��, �O ♦♦♦ ��- ,��♦� �' 2 fl �� N -fft �'.' . ATTACHED O BEAM BEAM ON MIN.2x4 SLEEPER STUD 6x12 Etl4RSHIMS 1 , ' -CHRECT ♦♦ ♦♦ `` `♦♦ ` 0 ~_:re, N ♦� / WITH JOIST HANGER FOR DRAINAGE ' CONCRETE Q♦♦♦ Q♦O♦♦ ♦O`/O♦` ,r . �-D /♦O♦ ♦O♦ l SPACER WHERE REO'D • // / .. ;• /.\ / / . {l) ♦` ♦♦♦O� ♦��`♦ ♦`O♦ � .- �! .. D . ►O♦ ♦♦♦♦O S WEATHER BARRIER 1 t ( WEATHER BARRIER- / / - I —4111, • �♦`♦♦` ♦``♦` ♦``` ♦`♦ ♦♦♦ O♦♦♦ O♦`♦` ♦♦`` •,�♦`, ♦O♦`- O♦` ♦�` ff,- i STATE A3HINCTON / ♦ ♦ ♦ ♦ t BALCONY FRAME / . . . � ��� ♦ ♦ ♦ ♦ ♦ ♦` ♦♦♦ 47, ) ` �` • FOOTING PER � ♦Q♦♦ ♦♦♦♦♦ ♦♦♦♦ ` al ♦♦Q ♦♦♦♦♦ BY OTHERS I i PLYWOOD / are �` Q♦ •Q .O : a. ♦ a. .: ..%. 4. O♦ O`�. /`. STRUCTURAL "`♦��♦ ♦♦♦♦♦♦ ♦♦�O w, ° ♦♦♦♦` ♦♦ RIM JOIST OR BEAM PER STRUCTURAL I ( EAVE FLASHING L -. , i i• GRAVEL . ♦♦♦� +� : ♦♦♦ A - / I ( I trinocammos "-Wl.•JW_VYW_1Y1_WN.C�.I\\\YS\titiY.'111RLRYJIfJJssisammeinmems.JIhYAYJASV1IlJ7/AYI6:J78\ --_-<� Madrona Real Estate • 'y• ♦ ♦ HEADER PER STRUCTURAL \'' - I - - '• "' of • Investments VI I I LLC ' ( ` 4 TRIM FLASHING I�- .: lip �1 4" PERFORATED O VINYL FRAME WINDOW I"� GYPSUM SHEATHING � ������������ ��� �.� IPA"•• ��.� ��� ���� ) 1320E PIKE ST. OR DOOR PER PLAN ��z�� FLOOR �> SEATTLE WA 98122 ASSEMBLY .� �� �::. ::..:.. �g ( a� - Q Q �'-,.. .. PER PLAN �� ��������� m� its, �������/����������� / /�h� iQ• K I SCREEN r AVG.R17 SLOPING RIGID INSULATION, ..i..i.J.J.:.. �/t �� I ii# MIN.R15 BACKSPAN ANDATTACHMENT / Q '7T' S I WEATHER BARRIER PER STRUCTURAL- I I R21 BATT INSULATION AVG.R38 RIGID INSULATION c♦S i I BEAM OR RIM JOIST_ MIN.R30PER STRUCTURAL rI CONCRETE PAVERS ONI" I � PEDESTALS PER PLAN I, a as 1 ', / BALCONY ATTACHMENT � I WINDDWDRDOOR `• ♦♦♦♦ ♦� r r N. r q \ SCALE: 1 1/2„= 1,-0" ; I PER PLAN On FOUNDATION AT TERRACE \ OVEF HANG s'SCALE: 1 1l2 - 1 -0 03 SCALE: 1 2 1'-0" I I CERACLAD SLIDING- F ir 8 REVEAL-LINEN , WEATERH BARRIER - - - - iI► to to THERMAL BREAK III WEATHER BARRIER RIGID INSULATION R-30 N III p _ . _ _ SLAB ON GRADE PER STRUCTURAL TRIM FLASHING • p T } ''' o ¶ "!"E" &" PAVERS ONPEDSTAL1METAL CANOPYitD: : :: : N5 ANCHOR BOLTS / i i ep p METAL CPING ----.F:--_\/_______ _ ..., - > D -• .., ILL 1 METAL JOIST a�_ _ , I"� ♦♦♦ ♦♦♦♦♦♦♦`♦♦♦``♦♦`♦♦♦♦♦ „ago//♦♦/`♦`//♦♦♦ SLOPED TO J I/. /�/7 ♦♦♦ ♦`♦ ♦♦♦ ; .. _ p w °. p ''" ♦ ♦��♦ ♦♦��♦ ♦♦ BELOW GRADE WATERPROOFING �. : 1 _/1 _ _ ♦♦ ♦♦ Q ♦♦ O O SCUPPER PER • N ♦♦ ,♦♦♦♦ `♦♦♦♦ `♦♦♦♦ : p Zlo ¢ 11111 ♦♦♦♦ ♦ �Q♦♦ .R10 RIGID INSULATION PLANiiil MINIM I ♦♦♦♦♦ ♦♦♦♦♦ ♦♦♦♦♦ ` ..... o ..- ♦♦`�� ♦♦♦♦` ♦♦♦♦ RIGID INSULATION R-38 k� '\ Nei, �.• i. • CONCRETE FOOTING O♦` O O♦` `` d �' � / ♦ ♦ I I // // // �/ // /I i/ ♦`♦ ♦`♦ :_ ; ` ♦�♦ ♦♦♦ • . I 1 04 PERMIT REVISIONS 12.18.19 ,( ♦ ` . .. 03 PERMIT REVISIONS 11.05.19 METAL FLASHING - % 'J.. j I 02 PERMIT REVISIONS 10.02.19 SHEET METAL SOFFIT 4"PERFORATED • WEATHER BARRIER �, , :; r. I FURRING ` 4 Q / . ;� _ _ _ - �� /I _NI( . i 01 OWNER REVISIONS 09.09.19 PLYWOOD WEATHER 4. 4 /. �" 1111111111U111 -II IIII / •BARRIER Q / I NO. DESCRIPTION DATE _ •— •_ •_ •_ •_ •_ •_ _ W. _ �< • I REVISIONS f Q / CI /I 1 / T l ��1 } % / 1 PROJECT NO: JOAP 20I 19.078, BLD-2019-0511 O WEST CANOPY DETAIL • 7 < ` / SCALE: 11/2"= 1'-0" 7, DATE: 12/18/19 \ / ;' Q % r I DRAWN BY: EL, MV, JH •. ... I APPROVAL: SJ r \k WINDOW + FOUNDATION DETAIL 1 05 SCALE: 1 1/2" 1'-0" JOIST PER STRUCTURAL L X BEAM PER STRUCTURAL / 1 F i d a I g o Flats r'� : 3> — 1 ���7� 1 ►I T I 17150 Ave. Anacortes, WA 11i' I. /07� BAY PARAPET DETAIL "ECOSHADE^ �/ .�i \ / SCALE: 11/2"= 1'_D" EXTERIOR DETAILS 11 ' INTERIOR BAY .�I C CHANNEL — /.. I� I I, CI CI I I I BU LD NG PERMIT Ill 1.1111.11111.11 II11111,11,11,1•11,11 i@ !pi 1•04 T I SHEET NO: / 0as&00 I AL 13 PANEL-BEACH OAK 1 S I„ _, . '�I Al 0 . 0 ....................................• • a DRAINAGE WEEP HOLES '__ I :��/ 0 - R\\\ i fr.', DPD APPROVAL STAMP: ENDFRAME- O �� mZFURRING MECHANICAL FASTENER ai AL 13 PANEL-BEACH OAK WEATHER BARRIER co 06� BAY OVERHANG• PLYWOOD 1 ELEVATOR EAVE STAIR PARAPET a \ / SCALE: I1/2"= 1'-0" 08 09 SCALE: 11/2"= 1'-0" o / SCALE: 1112"= 1'-0" r 0 CEMENT SIDING PANEL I / • ARCHITECTURE LINSON OAKLI EF I I METAL CAULKING WALL TYPE PER PLAN / I.II.II:IIII:' ANNING isc JOINER • I / PREFORMED , \ CEMENT SIDING PANEL ► / OUTSIDE CORNER , >__ PANEL CLIP PER / / SEATTEI WA 98121 2064I48-750N1/4: . .. , . I i MANUFACTURER _ _ ALUM. J-TRIM _ _ �I _ I WATERPROOFING MEMBRANE I j PANEL CLIP PER I F II j MANUFACTURER : } • / "l/ // /j // / // //J I FLASHING- ►1 ` �� CNREC7 ,I v., // // // // // // // // // / _ _ _ WEATHERIZATION )))) I �� ,� - GISTERED - ' ' R FURRING AND PANEL CEMENT SIDING PANELIII / I I �/ / CLIPS PER ► I / 1• I tv MANUFACTURER .r , PJOHNSOSEALANT / STATE • ASHINGTON / / , � WATERPROOFING I/ . � - / I MEMBRANE- PER ►4 p WATERPROOFING , SEALANT / WEATHERIZATION MEMBRANE ✓ I I% / I I I% =:I! ISLtt WALLTYPE PER PLAN A • a ./ • C :,. / I MANUFACTURER / I samos 1320 E PIKE ST. / WALL TYPE PER PLAN- I SEATTLE WA 98122 / ` I CEMENT SIDING PANEL I/ / WATERPROOFING / / I , MEMBRANE- PER ` / WEATHERIZATION � I / • WALL TYPE PER PLAN _ / CEMENT SIDING OUTSIDE CORNER I / CEMENT SIDING INSIDE CORNER [ ? CEMENT SIDING VERTICAL JOINT 04 CEMENT SIDING HORIZONTAL FLASHING 0 1 0 2 , SCALE: 3" = 1'-0" \0'/ SCALE: 3" = 1'-0" SCALE 3" = 1'-0" Ig I � OUTSIDE METAL 4" I WALL TYPE PER PLAN CORNER PIECE, INSTALL PER I I / MANUFACTURER I METAL SIDING PANEL I � I � CLOSURE PER SIDING 1������� r `v ' MANUFACTURER ���� THRU-WALL 7 / / / // // // // r // 1/ FLASHING- PER • _ " �ry 9r I WEATHERIZATION I /� // / // // PRESSURE TREATED \ ► / I 1X BATTEN I PANEL SPACER PER I MANUFACTURER I / WATERPROOFING / I MEMBRANE- PER �� WATERPROOFING WEATHERIZATION MEMBRANE- PER ' I I/ WEATHERIZATION illi I / I/ IR• 04 PERMIT REVISIONS 12.18.19 � �� METAL SIDING PANEL ► I I I I/ � 03 PERMIT REVISIONS 11.05.19 1 02 PERMIT REVISIONS 10.02.19 m I / l , I� WALL TYPE PER PLAN • 01 :::: 510 19 I� iNO. DPTION DATE I/ \ I REVISIONS 7 I / I PLN-2019-0008, BLD-2019-0511 PROJECT NO: JOAP2019.07 METAL SIDING OUTSIDE CORNER SCALE: 3" 1' 0" I METAL SIDING HORIZONTAL FLASHING PROD 12/18/19 \0�/ DRAWN BY: EL, MV, JH APPROVAL: SJ _____iit III WALL TYPE PER PLAN WATERPROOFING I I/ MEMBRANE- PER ►� II� Fidalgo Flats ► WEATHERIZATION • / ) :::,, .•... CEMENT SIDING PANEL I / WATERPROOFING �•-.♦..♦ PANEL CLIP PER % V MEMBRANE MANUFACTURER ALUM. J TRIM )1: \ HOOD ASSEMBLY I 1715 0 Ave. Anacortes, WA INSTALLATION PER I/ SEALANT WEATHERIZATION I/INSIDE METAL CORNER \•: / rPIECE, INSTALL PER I . /MANUFACTURER \ CLADDING DETAILS METAL SIDING PANEL WALL TYPE PER PLAN- / I // // // // // // / / / BUILDING PERMIT r J ��� i SHEET NO: DUCT TERMINATION- / • SET IN SEALANT ; : I I� A 10 . 1 \ A.\\A :,:„, :„,:, . : I WALL TYPE PER PLAN I • , :..:.: in CEMENT SIDING PANEL • I / \ DPD APPROVAL STAMP: N , I/ III 63 I METAL-CEMENT SIDING INSIDE CORNER 08 EXHAUST VENT AT CEMENT SIDING ti s SCALE: 3" = 1'-0" L �0 7 , SCALE: 3" 1'_0" \ 0 s A A A • 6 ° • . 1 OR 2HR FIRE RATED WD/ • • 1 OR 2HR FIRE RATED JOHNSON OAKLIEF _ . . 1 OR 2 HR FIRE RATED ARCHITECTURE & PLANNING u.c MIN 41/2'THICK CONC.WALL n- < . GYP. SYSTEM PER WAL k . �. WD/GYP.WALL SYSTEM PER -WD/GYP WALL SYSTEM PER WALL TYPE ° OR FLOOR SYSTEM • MIN.b12'THICK CONC.WALL k k • , k WALL TYPE 1 HR WALL MIN.5/8"THICK FILL . �' MIN.1'THICK FILL MATERIAL • OR FLOOR SYSTEM MATERIAL FLUSH WITH BOTH . • i HR WALL MIN.5/8"THICK FILL (• ' MATERIAL FLUSH WITH BOTH • e FLUSH WITH BTM SURFACE • . . SURFACES OF WALL cQ 2HR WAL .. .. SURFACES OF WALL 2HR WALL 2124 THIRD AVENUE, SUITE 200 MIN.4'THICK FILL MATERIAL 11: . A • OF FLOOR OR BOTH SURFACES ° FLUSH WITH TOP SURFACE . N.1-1 MATERIAL • SEATTLE,WA 98121 208-448-7580 • • USH IURFACES ::f1NT `NOMINAL 10'DIA OR SMALLER 114 METALLIC PIPE OR CONDUIT I ° - �- ° °�� �� STEELAGA GALV W/ANCHORS ,� - CCHITECT `/// RCHITECT r °a- .- ° OP—WA • CAULK-MIN.1/2'BEAD 4 • : .: ° � �. MI �� .. II" WALL/COLLAR INT.8 COLLAR/PIPE INT. �! ISM■ NOMINAL 4 3'DIA.OR SMALLER . 4 . I METALLIC PIPE OR CONDUIT 1 . .I. STATE • A3HINGTON NON-METALLIC PIPE OR CONDUIT . • I. ,1 I • NON-METALLIC PIPE OR CONDUI ► I I . (4'MAX-8"MAC FOR PVC) SEE UL#C-A.F1184 FOR °• I� , . ' SEE UL#W-L-1054 FOR , ' �. .. SEE UL#WL-2063 FOR `_ ADDITIONAL INFO. SEE UL#W-L-1054 FOR • • ADDITONAL INFO. �. �. NON-METALLIC PIPE OR 4 ADDITIONAL INFO. 3-HR ° ., :°• ADDITIONAL INFO. . . . . CONDUIT(2'MAX-1'MAX 3-HR. .. �. i AND 2 HR(2 HR SHOWN) k . � FOR°ENT'ELEC CONDUIT) / . •• 1 AND 2 HR(2HR SHOWN) HILT/CONSTRUCTION . . HILT(CONSTRUCTION .. � SEE UL#WL-203&FOR k . � 7REMC0 INC'FRYE SIL' HILT/C ALSnONE • HILTI CONSTRUCTION HILTI CONSTRUCTION S ADDITIONAL INFO.II SEALANT . . - CHEMICALS-FS-ONE . •. Madrona Real Estate n. _ SFoI ANT .. .� SEALANT �. �. 1 AND 2HR(2 HR SHWON) , , Investments VIII LLC All a �� a �� :.,,4 �4 SE4TTLE PIKE 1 FIRESTOP@CON METALCIC PIPL/E FLOOR 2 FIRESTOP @CONC. WALL/ FLOOR @WOOD/ GYB WALL @WOOD/ GYB WALL NON-METALLIC PIPE @WOOD/ GYB WALL 3 FIRESTOP METALLIC PIPE ' FIRESTOP NON-METALLIC PIPE 5 FfRESTOP NON-METALLIC PIPE @1TE OR 2HR ALL • 4111110 � .. SYSTEM PER WALL TYPE MIN. 5/8'THICK FLUSH W/TOP SURFACE OF FLOOR @ 2HR MIN b f2°THICK CONC. MIN 412' 4 , • 02 FLOOR MIN.1-1/4'THICK FLUSH W/TOP WALL OR FLOOR . 4 WALL OR FLOOR SYSTEM,DIA. SURFACE OF FLOOR .THICK CONC. . �4TO BE 3/4"TO 1-1/2' 4 FIRE RATED WD/GYP.WALL CAULK-FLUSH W/TOP 12"THICK FILL MATER -LARGER THAN DIA.OF CABLE, 4 SYSTEM PER WALL TYPE 1 OR 2 HR FIRE RATED SURFACE OF FLOOR _FLUSH W/BTM SURFACE DIA.OF HOLE TO BE . . 1 . OF FLOOR OR BOTH I LAYER OF 5/8"THICK GYP. WOOD/GYP.FLOOR SYSTEM 1 OR 2HR FIRE RATED SURFACES OF W:1/24ELsAr. OF CAB SUFFICIENT ES,FORU MA.SEPARATION . :� :I MAX 12•DIA OPENING WOOD/GYP.FLOOR SYSTEM MAX AMOUNT OF FILL METALLIC PIPE OR CONDUIT NON-METALLIC PIPE OR CONDUIT :i . �� MATERIAL FORCED INTO • MAX 25 PAIR NO. WG PVC ANNULAR SPACE SUCH THAT I"""""„"""""I I1111W1QA111P.O1111 �� I I I I (4" ) INSULATED 8 JACED 1/4'CROWN MAY BE FORMED _TELEPHONE CAB ONE CABLE • W. '�� 0 pprif STEEL COLLAR-28GA INSTALLED CONCENTRICALLY OR • • J MIN 12'THICK FILL MATERIAL : 'GALV W/1/4' ECCENTRICALLY W/1/4'TO ,HOLLOW12'ANNUTAR SPACE �7HAN 3"',M NTO BE USED IN THICK FELL TO WALL ANCHORS HOLES LESS BE USED IN HOLES GREATER CAULK-MIN 1/4'BEAD � THAN 3" �. �.@ WALL/COLLAR INTv. ALE?CABLEONE CABLE TO &COLLAR/PIPE INL P•• SUPPORTED BOTH SIDES ° _ �. �. BE CENTERED RIGIDLY 3M COMPANY THCKNESS OF RECESSEDi"MINERAL WOOLI �.V `� , (NOMINAL BACKER ROD OR 1° ' 3M COMPANY'CP 25WB+• 1 SEE UL#F�2024 THICKNESS OF RECESSED SEE UL#OAJ-3138 . . il FOR ADDITIONAL INFO. MINERAL WOOL SEE UL#F-C-1002 -"'� FOR ADDITIONAL INFO. I . 1 AND 2HR(1 HR SHOWN) 3HR RATINGHILT SEE UL#C-AJ-3038Ott*SSSRASSIVIRMVSMIMMII2 Sam ' SEE UL' 1 AND 2HR(1 •• �. ADDITIONAL LIN .F� — — CHE ICALS CONSTRUCTION 3HR RATING �� P. 2HR RATING 1 AND 2HR(1 HR SHOWN) FOR ADDITIONAL INFO. CHEMICALS HILTI CONSTRUCTION 3M COMPANY S. 4 hi. . CHEMCIALS-FS-ONE -. . SEALANT @ WOOD FLOOR/ 6 FIRESTOP METALLIC PIPE CEILING 7 FIRESTOP ON-METALLIC PIPEOR 8 FIRESTOP INDIVIDUALCABLEOOR CS 9 FIRESTOP FLEXIBLE ONC. WALL/CONDUIT OR 10 FIRESTOP IN FAMED WALL DIVIIDUAL CABLES is A ,• . . 04 PERMIT REVISIONS 12.18.19 • 10R2HR FIRE RATED WIN GYP4 . 03 PERMIT REVISIONS 11.05.19 WALL SYSTEM PER WALL TYPE • NOM 518'THICK GYP.MAX.2" DIAM.OPENING,SIDE EDGE TO BE MIN.3'FROM STUD I �� • • • RECESSED FIRE EXTINGUISHER/ 02 PERMIT REVISIONS 10.02.19 ELECTRIC/MEDICINE CABINET • MAX 4 COPPER CONDUCTOR NO. UNIT 5 AWG ALUMINUM OR STEEL 2x FIREBLOCKING©10'-0' ( ....... .. .. :.; :I 01 OWNER REVISIONS 09.09.19 . METAL-CLAD CABLE,MAXI - ' -- - - INTERVALS BOTH VERTICALLY& FIREBLOCKING(r110'O' METAL-CLAD TO BE INSTALLED NEAR �� • HORIXONTIALLY INTERVALS BOTH VERTICALLY 8 HORIXONTIALLY CENTER OF CAVITY �• ��� i NO. DESCRIPTION DATE 111I 4 VI I It C •i'/ REVISIONS . i'l PLN-2019-0008, BLD-2019-0511 CAULK FILL MATERIAL TO COMPLETELY ......... ..... ..... ..... • WALL TYPE PER SCHEDULE( \ PROJECT NO: JOAP 2019.07 WALL TYPE PER SCHEDULE . FILL ANNULAR SPACE AROUND 1.: I Add CIRCUMFERENCE,MIN 5/B'FOR 1 HR/MIN UN I ' WRAP GWB(1 LAYER 5/8"TYPEX FOR 1 HR- ....A CIRCUMFERENCE,FOR 2HR 2 LAYERS 5/8°TYPE FOR 2HR)AROUND RECESS DATE: 12/18/19 SEE UL#W-L-3123 � DRAWN BY: EL, MV,JH � 5 1 FOR ADDITIONAL INFO. I:: ' 'WALL TIDE PER PLAN' „dill 1 AND 2HR RATINGS • APPROVAL: SJ • ail SEALANT ATTACH A�TTACMINERH W/WAS ER NA FIBER ILS-DOANOCKING • ' \I. . OT COMPRESS BAIT , • 11 FIRESTOP @FRAMED WALL @WOOD FRAMED FIdaI o Flats FLEXIBLE CONDUIT 12 FIRESTOP PARTY WALLS 13 FIRESTOP @WOOD FRAMED 14 FIRESTOP @WOOD FRAMED RECESS CABINET EXTERIOR WALL INTERIOR WALL 15 FIRESTOP DETAIL (1 HR SHOWN)1 EXTERIOR 1715 O Ave. Anacortes, WA I ;• 1 W5.2A-2HR —IM1-2HR 1"2HR SHAFT LINER 10. I _ ,2.5"JTRACK LIIL: •;..::: ::: :f____*K. :f:f:,.: :f.•::___•::::::: :::::;;::::: I• • COPING Nami oP I • : 1i I BEAM P R STRUCTURAL FIRE SYSTEM I • I ° I ��I ' 4"J TRACK —i W5.2A-2HR H M1-2HR t"2HR SHAFT GYPCR TE PER PLAN I . I L� `2.5"J TRACK .; I 2.5"J TRACKDETAILS 1 � _ _ I • M12HR I E 11 . MINERFiREBL L FIBER AN1G-0K _ I : asall CONTINUOUS (2)TYPE X I (-�I I I .�. .. • INTERVALS VERTICALLY ATTACH ' GWB I i� � 4"CH CHANNEL /;,' IF. W/WASHER NAILS-DO NOT .f e - I -� Al 1 (� COMPRESS BATEIV ��• i if 2HR VENT I ° 4"J TRAC rill:lititau GPER STRUCTURAL I .�I iv SHAFTBUILDING PERMIT 1 <�•'�/�� '° I I� ,I I 1°2HR SHAFT LINER I . I M1-2HR(WALL TYPE PER SCHEDULE! 3 i: I . I 6RAL CERACLAD SLIDING I 'I •• I .Il I (� �I I 1 ��. a"CHCWSHEET NO: II 1 . �• 4"J TRACK • I i I ( �I > 1'-3/4 I1 I I A A10 . 2 �� IIII . 1"2HRSh -Y 4mmomaciwiTivrarg WALL PER ARCHITECTURAL I I�.,I IVy\ /u\�I I •. I STAIR �� ~ PI o / e / I I� 11 I FOR PLNG WALL UMBING NG I . . I• STAIR NDING FRAMING DPD APPROVAL STAMP: in L I_ _ _ _ HW5.3-2HRL _ ) I . I 4"J TRACK SHAFT .: CONTI UOUS (2)TYPE X a1 STAIR �3� I 1n • n I �4 GWB SHAFT �: IS y ! n ki a I 1 al 1 16 FIRESTOP PARTY WALLS FRAMED 17 wALHOL R 1 HTR ROOF 1 S SHAFT ED @GAS VENT FROM BOILER 19 SHAFT @ GAS VENT BASEMENT 20 2 HOUR RATED WALL @ _ _ - _ - - _ ROOM FLOORS 1-5 FLOOR 1 HR FLOOR I I 1 I A JOHNSON OAKLIEF I A10.2 I VARIES, 5' MAX SIM. TO I 4' x GUARDRAIL LATCH WITH LOCK ARCHITECTURE & PLANNING tic 1 1.5"SQUARE TOP RAIL TYPE 1 1 _ I 0.5"BALUSTER, 1"x3"RAIL N N 1 7/8" 2'-6" 0 1/2" 2'-6" °" 4" MAX P. ` TYP. 1 r ix �{ k` 4 2124 THIRD AVENUE, SUITE 200 ■ ='1 ih - } I ; I } } - i SEATTLE, WA 98121 206-448-7580 I 1.5"POST BOLTED I <"� METAL COPING 3 3/8" III 5 1/2 1 TO BEAM, OVER COPING J 00 PLANTERTRAY I I_ °? NA 'I �p SLEEPER STOOD I I�.'' i�+� L raC , Ee.' RCHITECT 2:I ! 0+77$$S ' I WITHSLEEPER STUD I �w 1 _ a�;, - P JOHNSO` I ,' N \ SITTING ON TUD -Q HANGER - ��/>,�"� - I +77.88' _ _ _ GATE HINGE 50'ABOVE AVG. GRADE" eN 50'ABOVE AVG. GRADE • ' ASHINGTON TPO MEMBRANE JAh ::� } -,t-N ADD EXTRA LAYER @ ••' MOUNTING BAR MOUNTING BAR j �_ BEARING POINTS 1 1/2"CONCRETE I BOLTED TO COLUMN 1 PAVERS ON PEDESTALS BOLTED TO WALL BEYOND PRESSURE TREATED 6x12 ON MIN 1/4"SHIMS Madrona Real Estate I SEE ROOF PLAN FOR DIMENSIONS FOR DRAINAGE 01 Investments VIII LLC 1320 E PIKE ST. SEATTLE WA 98122 1 GUARDRAIL TYPE 1 A GUARDRAIL TYPE 1 SECTION 2 GUARDRAIL TYPE 2 X 8'-2 3/8" 8'-0" 2 3/8" / GUARD RAIL @ 42"HIGH ALL RAILINGS TO BE METAL W/ "BLACK SURFACE MOUNTED FOX" FINISH OPENINGS SHALL NOT h \ ALLOW PASSAGE OF 1 lc kX I 4"SPHERE I \ -. ----� I 2"WOVEN WIRE I II MESH PANEL IN I -9.1 "L"CHANNEL FRAME I is) M I - BAY WINDOW I - •" EXTERIOR FACE I qI L i_ \ I Veil, r I I ■ I 4 BALCONY & GUARDRAIL 04 PERMIT REVISIONS 12.18.19 03 PERMIT REVISIONS 11.05.19 02 PERMIT REVISIONS 10.02.19 01 OWNER REVISIONS 09.09.19 NO. DESCRIPTION DATE REVISIONS PLN-2019-0008, BLD-2019-0511 PROJECT NO: JOAP 2019.07 DATE: 12/18/19 DRAWN BY: EL, MV, JH APPROVAL: SJ Fidalgo Flats 1715 O Ave. Anacortes, WA RAILING DETAILS BUILDING PERMIT SHEET NO: A10 . 3 C DPD APPROVAL STAMP: 0 N N r N N a C C 0 c c 0 GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) LO I CRITERIA I. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, 13. DEFERRED SUBMITTALS OF DESIGN BUILD COMPONENTS SHALL BEAR THE STAMP AND SIGNATURE OF ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR ENTRAINED WITH AN AIR SPECIFICATIONS, THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC). A STATE OF WASHINGTON REGISTERED PROFESSIONAL ENGINEER AND SHALL BE APPROVED BY THE ENTRAINING AGENT CONFORMING TO ASTM G260. TOTAL AIR CONTENT FOR FROST-RESISTANT CONCRETE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON SHALL BE IN ACCORDANCE WITH ACI 318-14 TABLE Iq.3.3.I. ALL CONCRETE TO RECEIVE A STEEL TROWELED 2. DESIGN LOADING CRITERIA THE BASIC STRUCTURE. THE COMPONENT DESIGNER 15 RESPONSIBLE FOR CODE CONFORMANCE AND ALL FINISH SHALL NOT BE AIR-ENTRAINED. QUANTUM NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. ROOF SNOW LOAD . 25 P5F DEFERRED SUBMITTALS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC II. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT 51), GRADE 60, fy : CONSULTING ENGINEERS ROOF LIVE LOAD (PUBLIC ACCESSIBLE) 100 P5F STRUCTURE AND SHALL INCLUDE DESIGN CALCULATIONS WITH THE ENGINEER'S STAMP. 60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY 50 NOTED ON THE DRAWINGS AS GRADE 40 SHALL FLOOR LIVE LOAD (RESIDENTIAL). 40 PSF HAVE fy = 40,000 PSI. GRADE 60 REINFORCING STEEL INDICATED ON DRAWINGS TO BE WELDED SHALL 1511 THIRD AVENUE FLOOR LIVE LOAD (RESIDENTIAL EXTERIOR BALCONIES) . . 60 PSF THE FOLLOWING COMPONENTS SHALL BE DEFERRED SUBMITTALS FOR THIS PROJECT: CONFORM TO ASTM A10b. REINFORCING STEEL COMPLYING WITH ASTM MI5 (SI) MAY BE WELDED ONLY IF SUITE323 STAIR AND EXIT LIVE LOAD 100 P5F EXTERIOR CLADDING, WINDOW SYSTEMS, BALCONIES AND CANOPIES MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. TEL 20 9WA 57.39 98101 GUARDRAILS/BALCONY RAILS. . 50 PLF OR 200 LBS. 01.4 ARE SUBMITTED. FAX 206.957.3901 FAX 206.957.3901 MECHANICAL UNITS . WEIGHTS FURNISHED BY MANUFACTURER 14. EXTERIOR CLADDING PANELS, GLAZING SYSTEMS, AND CONNECTIONS SHALL BE DESIGNED BY THE www.quantumce.com MANUFACTURER FOR THE LOADS AND CONDITIONS SHOWN ON THE PLANS. MANUFACTURER SHALL SUBMIT 20. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI WIND. ANALYSIS PROCEDURE: ASCE 1-10 CHAPTER 28 "ENVELOPE PROCEDURE - PART I" DETAIL DRAWINGS AND CALCULATIONS BEARING THE STAMP AND SIGNATURE OF A REGISTERED 315 AND 318. LAP ALL REINFORCEMENTS IN ACCORDANCE WITH "THE REINFORCING SPLICE AND RISK CATEGORY II PROFESSIONAL ENGINEER, STATE OF WASHINGTON. MANUFACTURER'S ENGINEER SHALL BE RESPONSIBLE FOR DEVELOPMENT LENGTH SCHEDULE." PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. 115 MPH DESIGN, CODE CONFORMANCE, AND CONNECTION OF EXTERIOR CLADDING PANELS TO BASIC STRUCTURE. EXPOSURE "D" ENGINEER OF RECORD TAKES NO RESPONSIBILITY FOR PRODUCT DESIGN, MANUFACTURE, DELIVERY AND NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY 50 SEAL: TOPOGRAPHIC FACTOR Kzt = 1.0 HANDLING, OR CONNECTION TO BASIC 5 i KUCTURE. SHOP DRAWINGS SHALL BEAR THE REVIEW STAMP OF THE DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. PROVIDE A 20' LONG REBAR GROUND (UFER WIND BASE SHEAR, NORTH/SOUTH Vw = 11.6 K DESIGNING ENGINEER'S FIRM PRIOR TO REVIEW BY THE ENGINEER OF RECORD. ALL NECESSARY BRACING, GROUND) PER ELECTRICIAN. WIND BASE SHEAR, EAST/WEST YIN : 138.2 K TIES, ANCHORAGE, DISTRIBUTION MEMBERS, AND SIMILAR ELEMENTS SHALL BE FURNISHED AND INSTALLED IN g. Rl CONFORMANCE WITH SUBMITTED DRAWINGS AND CALCULATIONS. 21. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE A5 FOLLOWS: 1d :oe ,, , CLADDING / WINDOW DESIGN PRESSURE (MAX) 13 P5F A��. •! 'a/ 15. MECHANICAL UNIT CONNECTIONS TO THE BUILDING SHALL BE DESIGNED BY THE MANUFACTURER FOR ROOFING DESIGN PRESSURE NOT AT A CORNER (MAX) 65 PSF FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH . . . . 3" THE DESIGN CRITERIA AND CONDITIONS SHOWN ON THE STRUCTURAL DRAWINGS. MANUFACTURER SHALL a ROOFING DESIGN PRESSURE AT CORNER (MAX.) . .e. WALLS BELOW GROUND) OR WEATHER. 2" / �o ' 40 �` SUBMIT DETAIL DRAWINGS AND CALCULATIONS, BOTH OF WHICH BEAR THE STAMP AND SIGNATURE OF A .% a st COLUMN TIES OR BEAM STIRRUPS REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. MANUFACTURER'S ENGINEER SHALL BE 1-1/2" ' 'Io�ut THE DESIGN WIND PRESSURES LISTED ABOVE ARE INWARD OR OUTWARD AND ARE BASED ON AN EFFECTIVE RESPONSIBLE FOR DESIGN, CODE CONFORMANCE, AND CONNECTION OF THE UNIT TO THE BASIC STRUCTURE. SLABS AND WALLS (INTERIOR FACE) I" WIND AREA OF 10 SQUARE FEET NEAR A BUILDING CORNER, U.O.N. CORNER AND OTHER ZONES ARE DEFINED ALL NECESSARY BRACING, TIES, ANCHORAGE, DISTRIBUTION MEMBERS, AND SIMILAR ELEMENTS SHALL BE BY FIGURE 30.5-I IN ASCE 1-10. REDUCED DESIGN PRESSURES MAY BE CALCULATED USING ASCE 1-10. NOTE FURNISHED AND INSTALLED IN CONFORMANCE WITH SUBMITTED DRAWINGS AND CALCULATIONS. 22. CONCRETE WALL REINFORCING--PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE: THAT THE DESIGN WIND PRESSURES NOTED ABOVE ARE ULTIMATE VALUES PER THE 2015 IBC, AND SHALL BE PROJECT: MULTIPLIED BY O.6 FOR ALLOWABLE STRESS DESIGN. lb. SPECIAL INSPECTION: SHALL BE SUPERVISED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE WALL THICKNESS VERTICAL BARS HORIZONTAL BARS EARTHQUAKE ANALYSIS PROCEDURE: IBC "EQUIVALENT LATERAL FORGE PROCEDURE" OWNER IN ACCORDANCE WITH SECTION 1104 AND 1105 OF THE IBC, THE PROJECT SPECIFICATIONS, AND THE 14" I CURTAIN #4 ® 14" I CURTAIN " WALLS #4 ® 12" I CURTAIN #4 ® 12" I CURTAIN SPECIAL INSPECTION SCHEDULE AT THE END OF THE STRUCTURAL NOTES. THE TESTING AGENCY SHALL SEND b 6 SEISMIC DESIGN CATEGORY (WC) = D COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE OWNER, ARCHITECT, " WALLS #4 RISK CATEGORY = II STRUCTURAL ENGINEER, CONTRACTOR AND THE BUILDING OFFICIAL. ANY MATERIALS WHICH FAIL TO MEET 10" WALLS #5 @14" 2 CURTAINS #4 ® 14" 2 CURTAINS F I D A L G O FLATS SEISMIC SITE CLASS : D PROJECT SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. IMPORTANCE FACTOR le : 1.0 23. NON-SHRINK GROUT SHALL BE NON-METALLIC CONFORMING TO ASTM CI101 AND BE FURNISHED BY AN MAPPED MCE Ss = 1.1; 51 = 0.43 6EOTE0+4IGAL APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE DESIGN ACCELERATION Sds : 0.11; Sd1 : 0.45 MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE SEISMIC RESISTING SYSTEM: WOOD PANEL BEARING 5HEAR WALL, R : 6.5 11. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND MATERIAL ON WHICH IT 15 PLACED (5000 PSI MINIMUM).SEISMIC BASE SHEAR Vs : 104 K FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE GEOTECHNICAL 1014 18TH ST. 3. LATERAL LOADS ARE TRANSFERRED BY THE ROOF AND FLOOR DIAPHRAGMS TO THE SHEAR WALLS. REPORT OR A5 DIRECTED BY THE GEOTECHNICAL ENGINEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED ANCHORAGE ANACORTES WA EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST IS" BELOW LOWEST ADJACENT MOMENTS, SHEARS AND ROTATIONAL FORCES ARE BASED ON THE RIGIDITY OF EACH SHEAR WALL AND ARE 24. EXPANSION BOLTS INTO CONCRETE SHALL BE "STRONG-BOLT 2 WEDGE ANCHOR", A5 MANUFACTURED APPROVAL: FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR CARRIED BY THE SHEAR WALLS TO THE FOUNDATION. GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE BY SIMPSON STRONG-TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORT NO. FIELD WORKING WITH THE TESTING LAB AND GEOTECHNICAL ENGINEER. UNLESS OTHERWISE NOTED, FOOTINGS ESR-3031 INCLUDING STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROPOSED SUBSTITUTIONS SHALL BE 4. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR SHALL BE CENTERED UNDER COLUMNS OR WALLS ABOVE. SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMO UES REPORTS INDICATING EQUIVALENT OR GREATER LOAD BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR CAPACITIES. SPECIAL INSPECTION 15 REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE A5 NOTED IN THE GEOTECHNICAL REPORT. 25. SCREW ANCHORS INTO CONCRETE SHALL BE "TITEN HD", A5 MANUFACTURED BY SIMPSON STRONG-TIE 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORT NO. E5R-2113 INCLUDING STANDARD COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. THE STRUCTURAL DESIGN 15 BASED ON THE FOLLOWING VALUES FROM THE REFERENCED GEOTECHNICAL REPORT: EMBEDMENT REQUIREMENTS U.O.N. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. ALLOWABLE 501E PRESSURE . 3p00 PSF OR IAPMO UE5 REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION IS 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, LATERAL EARTH (RESTRAINED/UNRESTRAINED) . 55 PCF/35 PCF REQUIRED FOR ALL SCREW ANCHOR INSTALLATION. TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THEIR WORK. THE STRUCTURAL ENGINEER SEISMICATESURCHARGEEARTH PRESSUREPRES (RE TRAINED UNRESTESINED) . D) 3H PSF HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC PASSIVE 501E PRESSURE (FACTOR OF SAFETY OF 1.5 15 INCLUDED) 300 PCF 26. DRIVE PINS, SHOT PINS AND OTHER POWDER-ACTUATED FASTENERS SHALL BE LOW VELOCITY TYPE WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY SOIL COEFFICIENTOF FRICTION (FACTOR OF SAFETY OF 1.5 15 INCLUDED) . 0.30 FASTENERS AS MANUFACTURED BY HILTI CORPORATION. WHEN CALLED FOR IN THE DRAWINGS, PROVIDE THE TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR 501E DENSITY 120 PCF APPROPRIATE FASTENER A5 NOTED IN THE TABLE BELOW FOR EACH GIVEN APPLICATION. INSTALL IN REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES ORSTRICT ACCORDANCE WITH I.G.G. REPORTS NO. E5R-226q FOR THE X-U FASTENERS AND E5R-231q FOR THE PERSONS AT THE PROJECT SITE. GEOTECHNICAL REPORT REFERENCE: #Iq-031 BY PANGEO, INC,, DATED JANUARY 31, 201q X-CP FASTENERS. MINIMUM EMBEDMENT IN CONCRETE SHALL BE I" UNLESS OTHERWISE NOTED. MAINTAIN AT LEAST 3" TO NEAREST CONCRETE EDGE AND 4" CENTER TO CENTER SPACING. PROPOSED SUBSTITUTIONS - 1. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMO UE5 REPORTS INDICATING EQUIVALENT OR GREATER STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON rat= LOAD CAPACITIES. SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 18. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH AC1 301. FASTENER ALLOWABLE SHEAR ALLOWABLE TENSION 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS: APPLICATION TYPE CAPACITY (LBS) CAPACITY (LBS) NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF TYPE OF 28 DAY MAXIMUM MINIMUM CEMENT MAX. CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE CONSTRUCTION STRENGTH (f'c) SLUMP CONTENT PER CUBIC YARD AGGREGATE SIZE 2x TREATED X-CP 12 P8 523 250 115 A PERMIT REVISIONS 12/17/19 STRUCTURAL ENGINEER. WHERE INFORMATION ON THE DRAWINGS 15 IN CONFLICT WITH THE SPECIFICATIONS, LUMBER TO CONCRETE w/ 1.33" EMBED THE MORE STRINGENT SHALL APPLY, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE (2000 PSI MIN.) APERMIT REVISIONS 10/7/19 STRUCTURAL ENGINEER. DO NOT SCALE THE DRAWINGS. A. FOOTINGS, 4,000 PSI 5 5-1/2 SACKS I-1/4 SLABS-ON-GRADE, PERMIT SET 8/7/19 I. ALL STRUCTURAL SYSTEMS WHICH ARE COMPOSED OF FIELD ERECTED COMPONENTS SHALL BE TOPPING SLABS 2x LUMBER TO STRUCTURAL X-U 52 MX PLUS 250 115 PERMIT DATE DATE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN STEEL (3/16" MIN., R-23 WASHERS NO. DESCRIPTION DATE BY ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. B. ALL STRUCTURAL 4,000 PSI 4" 6-1/2 SACKS 3/4" A36 OR GR. 50) ISSUES: 0 REVISIONS: A CONCRETE EXCEPT P.M. JHR 10. SHOP DRAWINGS FOR REINFORCING STEEL, STRUCTURAL STEEL, WOOD I-JOISTS, GLUED LAMINATED MEMBERS WALLS 21. EPDXY-GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) INTO CONCRETE SHALL BE P.E. QCC AND CONTINUOUS ROD HOLDOWN SYSTEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL INSTALLED USING AT-XP ADHESIVE ANCHOR AS MANUFACTURED BY SIMPSON STRONG-TIE ANCHOR ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. C. CONCRETE WALLS 4,000 P51 5" 6-1/2 SACKS 3/4" SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH IAPMO UES REPORT NO. ER-263, INCLUDING STANDARD DRAWN BY: TTH EMBEDMENT REQUIREMENTS U.O.N. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. SCALE: AS SHOWN II. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF MIXES SHALL BE PROPORTIONED 50 AS NOT TO EXCEED THE MAXIMUM SLUMPS INDICATED (BEFORE THE OR IAPMO UE5 REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION OF DATE: 5/7/19 RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND ADDITION OF ADMIXTURES). THE WATER/CEMENT RATIO SHALL NOT EXCEED 0.55 FOR FOOTINGS AND 0.45 INSTALLATION 15 REQUIRED. JOB NO. 19088.01 STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR ALL SLABS AND EXPOSED CONCRETE UNLESS OTHERWISE NOTED. SHEET TITLE: FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF t CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. MIX 5THE MINIMUM MIT AMOUNT O OFE CEMENT STRUCTURALAND ETHE G AXI AND THEP MAY BEUILG DEPARTMENT FOR CRETE PEFORM ER TWO ANCE GENERAL 12. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, STRUCTURAL OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR 15 TO DEMONSTRATE TO THE ENGINEER THAT THE CEMENTITIOUS MATERIAL, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES A5 WELL A5 THE FURNISHED ANDCTOR NNSTTA5TANDS THE LLED AND BYEDIGN CONCEPT,ETAI G THE NTENDED FABRIY INDICATING CATION ANDICH IAL 15 INTENDED TO BE INSTALLATION METHODS. IF ACI 301E HEMICEMENT ALTIO,ADMIXTUPRES AND CONCRETE ASH SHALL CONFORM TO ASTM G4g4 AND C618 RESPECTIVELY.YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH NOTES DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT FLY ASH PERCENTAGE OF TOTAL CEMENTITIOUS MATERIAL SHALL NOT EXCEED 20%. THE USE OF A il DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE BROUGHT TO THE SHEET NO. a THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. ATTENTION OF THE OWNER. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT ,, INFORMATION PRESENTED CONFORMS GENERALLY TO CONTRACT DOCUMENTS. CONTRACTOR MAINTAINS FULL 8 RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ig s1 . o GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) LIP I EZEL 28. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS 35. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM 123131 AND ANSI 41. TIMBER CONNECTORS CALLED OUT BY Lt i I ORS AND NUMBERS SHALL BE "STRONG-TIE" BY SIMPSON OF THE A.I.S.C. SPECIFICATIONS AND CODES: AI.0.1 STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE COMPANY, AS SPECIFIED IN THEIR CATALOG NO. C-C-2014. EQUIVALENT DEVICES BY OTHER MANUFACTURERS Ellk ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. CERTIFICATES OF CONFORMANCE MUST BE MAY BE SUBSTITUTED, PROVIDED THEY HAVE I.G.G. OR IAPMO UES APPROVAL FOR EQUAL OR GREATER A. AISG - STEEL CONSTRUCTION MANUAL, 14TH EDITION MADE AVAILABLE TO BUILDING INSPECTORS. CITY INSPECTION 15 REQUIRED PRIOR TO COVERING GLUED LOA? CAPACITIES. CONNECTORS SHALL BE SIZED TO MATCH THE SIZE OF THE FRAMING MEMBERS BEING QUANTUM B. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. LAMINATED MEMBERS. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2,400 CONNECTED. PROVIDE NUMBER AND SIZE OF FASTENERS A5 SPECIFIED BY MANUFACTURER. CONNECTORS PSI, Fv = 240 PSI, E = 1,800 KSI. ALL CANTILEVERED OR CONTINUOUS BEAMS SHALL BE DOUGLAS FIR SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR CONSULTING ENGINEERS 2c1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: COMBINATION 24F-V8, Fb = 2,400 PSI, Fv = 240 PSI, E = 1,800 KSI. CAMBER ALL SIMPLE SPAN GLULAM STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS BEAMS TO 5,000' RADIUS UNLESS SHOWN OTHERWISE ON THE PLANS. IN WOOD MEMBERS SHALL CONFORM TO ASTM A301. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF 1511 THIRD AVENUE ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. SUITE 3 23 TYPE OF MEMBER ASTM SPECIFICATION Fy SEATTLE,WA98101 36. LAMINATED STRAND LUMBER (LSL) SHALL BE DESIGNED AND MANUFACTURED PER ASTM 05456. EACH ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) A5 MEMBERS CONNECTED. TEL 206.957.3900 A. WIDE FLANGE (W AND WT) SHAPES A442 50 K5I PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE ALL BOLTS TIGHTENED TO SNUG TIGHT. FAX 206.957.3901 B. ALL OTHER SHAPES A36 36 K5I GRADE, AND THE INDEPENDENT INSPECTION AGENCY'S LOGO. ALL LAMINATED STRAND LUMBER SHALL BE m w.quanh.imce•ca" C. PLATE A36 OR A512 36 K5I (MIN.) MANUFACTURED USING A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM 02551. MINIMUM 42. CONTINUOUS ROD HOLDOWN SYSTEM SHALL BE DESIGNED FOR THE LOADS AND CONDITIONS SHOWN ON D. PIPE SECTIONS A53 (TYPE E OR 5 GRADE B) 35 K51 STRUCTURAL PROPERTIES ARE A5 FOLLOWS: THE STRUCTURAL PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE E. STRUCTURAL TUBING (SQUARE OR RECTANGULAR) A500 (GRADE B) 46 K51 MANUFACTURER'S INSTRUCTIONS. THE SYSTEM SHALL BE FULLY SELF-TIGHTENING AND BE DESIGNED TO F. ANCHOR BOLTS (EMBEDDED IN CONCRETE) FI554 (GRADE 36) OR 36 K51 RIM JOISTS AND BLOCKING (I-I/4" MINIMUM THICKNESS AT NON-5HEAR WALLS; ACCOMMODATE 3/8" OF SHRINKAGE PER FLOOR, ACCOMMODATING A MINIMUM OF I" OF TRAVEL FOR WOOD G. CONNECTION BOLTS A301 36 KSI SEE SCHEDULE FOR MINIMUM THICKNESS AT 5HEAR WALLS): LEVELS ONE THROUGH THREE AND A MINIMUM OF 2" OF TRAVEL FOR LEVELS FOUR AND ABOVE. SYSTEM SEAL: (94" ROUND, UNLESS SHOWN OTHERWISE) Fb = 1100 PSI, E = 1.3 x 106 P51, Fv = 400 PSI ELONGATION SHALL BE LESS THAN 0.20" PER STORY UNDER DESIGN LOAD. RODS SHALL BE ASTM A36 (58 H. THREADED RODS A3b 36 KSI K5I ULTIMATE) AND SHALL ELONGATE NO MORE THAN 0.125" PER STORY UNDER DESIGN LOAD. THE SYSTEM BEAMS AND HEADERS: SHALL ACCOMMODATE A MINIMUM OUT-OF-PLUMB ROD OF 3" IN 10'-0". DESIGN SUBMITTALS SHALL BEAR THE ' 4/j Fb = 2325 P51, E = 1.55 x 106 PSI, Fv = 310 PSI STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON AND SHALL de ` `% SUBSTITUTION OF MEMBER SIZES OR STEEL GRADE SHALL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF S INDICATE THE LOAD CAPACITIES AND SELF-TIGHTENING DEVICES OF EACH HOLDOWN RUN. ,Oi R %/9 di / • THE ENGINEER. STEEL BEAMS ARE EQUALLY SPACED BETWEEN DIMENSIONED POINTS. ALL STEEL ANCHORS DESIGN SHOWN ON PLANS 15 BASED ON MATERIALS MANUFACTURED BY THE WEYERHAEUSER CORPORATION. • AND TIES AND OTHER MEMBERS EMBEDDED IN CONCRETE OR MASONRY SHALL BE LEFT UNPAINTED. ALL ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW tiS AND APPROVAL BY THE ARCHITECT AND DESIGN SHOWN ON PLANS 15 BASED ON A SYSTEM MANUFACTURED BY THE EARTHBOUND CORPORATION USING / 'i' le - STEEL TO BE FIREPROOFED SHALL BE LEFT UNPAINTED. ALL OTHER STEEL SHALL HAVE ONE COAT OF STRUCTURAL ENGINEER. THE "SLACKJACK" SHRINKAGE COMPENSATING DEVICE (IAPMO UES REPORT NO. ER-240). ALTERNATE Is_ s 0" APPROVED SHOP PAINT. HOLDOWN MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND 31. PARALLEL STRAND LUMBER (P5L) SHALL BE DESIGNED AND MANUFACTURED PER ASTM D5456. EACH STRUCTURAL ENGINEER PROVIDED THEY HAVE I.G.G. OR IAPMO UE5 APPROVAL FOR EQUAL OR GREATER STRUCTURAL STEEL AND CONNECTIONS EXPOSED TO WEATHER OR EARTH SHALL BE HOT-DIPPED PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE LOAD CAPACITIES. GALVANIZED AFTER FABRICATION IN COMPLIANCE WITH ASTM A123. GALVANIZE BOLTS AND SIMILAR GRADE, AND THE INDEPENDENT INSPECTION AGENCY'S LOGO. ALL PARALLEL STRAND LUMBER SHALL BE PROJECT: THREADED FASTENERS EXPOSED TO WEATHER OR EARTH IN ACCORDANCE WITH A5TM AI53. ALL FIELD MANUFACTURED USING DOUGLAS FIR STRANDS GLUED WITH A WATERPROOF ADHESIVE MEETING THE 43. WOOD FASTENERS: WELDS EXPOSED TO WEATHER OR EARTH SHALL BE COATED WITH BRUSH APPLIED ZINC RICH PAINT REQUIREMENTS OF ASTM 122551 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. MINIMUM COMPLYING WITH ASTM A180 (Z.R.C. OR EQUIVALENT). STRUCTURAL PROPERTIES ARE A5 FOLLOWS: A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: A MINIMUM OF TWO BOLTS ARE REQUIRED FOR ALL CONNECTIONS. ALTERNATE CONNECTIONS TO THOSE Fb = 2100 P51, E = 2.2 x 106 PSI, Fv = 29O PSI DRAWING ID NAIL NAME NAIL DIAMETER NAIL LENGTH F I D A L G O FLATS SHOWN ON THESE DRAWINGS WILL REQUIRE PRIOR APPROVAL OF THE ENGINEER. bd bd Common 0.113 2 DESIGN SHOWN ON PLANS 15 BASED ON MATERIALS MANUFACTURED BY THE WEYERHAEUSER CORPORATION. "8d Box" 8d Box 0.113" 2-1/2" ALL MEMBERS ARE TO BE ERECTED WITH THE NATURAL MILL CAMBER OR INDUCED CAMBER UP, UNLESS ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND "8d" 801 Common 0.131" 2-1/2" OTHERWISE NOTED ON THE DRAWINGS. BEAM CAMBER ON THE DRAWINGS 15 THE UPWARD CAMBER REQUIRED STRUCTURAL ENGINEER. "IDd-F" IOd Framer 0.131" 3" IN THE BEAM A5 DELIVERED TO THE JOBSITE. CONTRACTOR TO CONSIDER CAMBER L055, IF ANY, DUE TO "IOd" 10d Shear 0.148" 2-1/4" SHIPPING AND HANDLING. 38. WOOD I-JOISTS DESIGN SHOWN ON PLANS 15 BASED ON JOISTS MANUFACTURED BY THE WEYERHAEUSER "Ibd" Ibd Sinker 0.148" 3-1/4" 1014 18TH ST. CORPORATION. ALTERNATE 1-JOIST MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY A N A C O R T E S WA THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS AND JOINT PREPARATIONS THAT THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. INCLUDE, BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES, AND OTHER AIDS, WELDING PROCEDURES, SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE I.G.G. OR IAPMO UE5 APPROVAL FOR EQUAL OR TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. APPROVAL: REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES, SURFACE GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE ROUGHNESS VALUES AND UNEQUAL PARTS. WITH WOOD JOIST PROVIDED. GLUE FLOOR JOISTS TO SHEATHING AS REQUIRED BY THE JOIST IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE MANUFACTURER. STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. 30. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. 3G1. WOOD SHEATHING SHALL BE APA RATED, EXTERIOR GLUE; EXPOSURE I, IN CONFORMANCE WITH THE B. NAILS - SHEATHING FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO REQUIREMENTS FOR THEIR TYPE IN DOC P5-I OR P5-2. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION COUNTERSINKING PERMITTED. 31. ALL A301 CONNECTION BOLTS SHALL BE PROVIDED WITH LOCK WASHERS UNDER NUTS OR SELF-LOCKING INDEX AND NAILING REQUIREMENTS. NUTS. ALL BOLT HOLES SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTES. C. HOT DIPPED GALVANIZED NAILS, BOLTS AND METAL PLATES - ALL NAILS, BOLTS AND METAL PLATES IN UNLESS OTHERWISE NOTED ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH FACE GRAIN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED. 32. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.G. AND A.W.S. STANDARDS AND SHALL BE PERPENDICULAR TO SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS AT PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E10 XX ELECTRODES. ONLY PREQUALIFIED WELDS (A5 UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE AND 44. WOOD FRAMING NOTES: THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: DEFINED BY A.W.S.) SHALL BE USED. GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW I/8" SPACING AT ALL PANEL - EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH (2) IOd-F NAILS A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS. WELDS SHOWN ON DRAWINGS ARE AT EACH END, UNLE55 OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X STANDARDS OF THE IBC. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE MINIMUM SIZES. INCREASE YIELDS SIZE TO AWS MINIMUM SIZES BASED ON PLATE THICKNESS. MINIMUM WELDING BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPACED PER PLANS. WHERE NOT 2304.10.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL SHALL BE 3/lb-INCH. THE WELDS SHOWN ARE FOR THE FINAL CONNECTIONS. FIELD WELD ARROWS ARE SHOWN NOTED OTHERWISE, NAIL PANEL EDGES WITH 8d NAILS @ 6" O.G. EDGES, 12" O.G. IN THE FIELD. DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WHERE A FIELD WELD 15 REQUIRED BY THE STRUCTURAL DESIGN; THE CONTRACTOR 15 RESPONSIBLE FOR WOOD. TIGHTEN BOLTS AND LAG SCREWS SNUGLY AGAINST WOOD FRAMING AFTER WOOD HAS REACHED DETERMINING IF A WELD SHOULD BE SHOP OR FIELD WELDED IN ORDER TO FACILITATE THE STRUCTURAL 40. ALL WOOD BEARING ON UNPROTECTED CONCRETE, EXPOSED TO WEATHER OR WITHIN 8" OF FINISHED SPECIFIED MOISTURE CONTENT. STEEL DELIVERY AND ERECTION. GRADE SHALL BE PRESSURE TREATED, U.O.N. PRESSURE TREATMENT SHALL BE WITH AN APPROVED PRESERVATIVE AND BRANDED WITH A QUALITY CONTROL AGENCY MARK BY THE AMERICAN WOOD B. WALL FRAMING: ALL BEARING AND SHEAR WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2 x 6222 PRESERVERS BUREAU OR EQUAL. ALL METAL HARDWARE IN CONTACT WITH TREATED WOOD SHALL BE 4 STUDS @ I6" O.G. AT INTERIOR WALLS AND 2 x 6 @ I6" O.G. AT EXTERIOR WALLS. TWO STUDS MINIMUM PROTECTED WITH A 6185 GALVANIZED COATING (ZMAX) OR BETTER. ALL NAILS IN TREATED WOOD SHALL BE SHALL BE PROVIDED AT THE END OF ALL BEARING AND 5HEAR WALLS AND AT EACH SIDE OF ALL • 33. FRAMING LUMBER: SHALL BE KILN DRIED OR MC-Ici (MOISTURE CONTENT LESS THAN 19%), AND GRADED HOT-DIP GALVANIZED OR BETTER. PROVIDE 2 LAYERS OF 30# ASPHALT IMPREGNATED BUILDING PAPER OPENINGS. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS AND MARKED IN CONFORMANCE WITH W.C.L.I.B. STANDARD NO.11 GRADING RULES FOR WEST COAST LUMBER. BETWEEN NON-PRESSURE-TREATED LEDGERS, BLOCKING, ETC., AND CONCRETE. BELOW. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: PERMIT REVISIONS 12/17/19 ALL BEARING STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW I PERMIT REVISIONS 10/7/19 JOISTS: (2X, 3X, AND 4X MEMBERS) DOUGLAS FIR NO. 2 WITH Ibd NAILS AT 8" O.G. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS WITH PERMIT SET 6/7/19 _ 3"x3"x1/4" PLATE WASHERS @ 4'-0" O.G., UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT UP PERMIT DATE DATE BEAMS AND STRINGERS: (INCLUDING 6 X AND LARGER MEMBERS) DOUGLAS FIR NO. I POSTS SHALL BE NAILED TO EACH OTHER WITH 10d-F NAILS @ 8" O.G. STAGGERED. REFER TO THE PLANS NO. DESCRIPTION DATE BY AND 5HEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, Issues: 0 REVISIONS: POSTS AND TIMBERS: . DOUGLAS FIR NO. I PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM SHEATHING ON EXTERIOR SURFACES ATTACHED TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH SCREWS AT 8" O.G. USE I-I/4 " W P.M. JHR STUDS, PLATES b MISCELLANEOUS LIGHT FRAMING: DOUGLAS FIR NO. 2 *6 SCREWS FOR 1/2" GINS AND 5/8" GINS WHERE OCCURS. USE I-I/4" W #6 GALVANIZED SCREWS FOR 1/2" P.E. OCC (AS NOTED ON PLANS / DETAILS) GWB AND 5/8" EXTERIOR GYPSUM SHEATHING, WHERE OCCURS. VERIFY THE FIRE ASSEMBLY REQUIREMENTS DRAWN BY: TTH WHERE APPLICABLE WITH THE ARCHITECT. SCALE: AS SHOWN 2X 3X AND 4X TONGUE AND GROOVE DECKING: HEM-FIR COMMERICAL DEX DATE: 5/7/19 C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS JOB NO. 19066.01 34. WOOD SETTLEMENT SHRINKAGE: DUE TO GR055 GRAIN WOOD SHRINKAGE, THIS BUILDING 15 EXPECTED TO UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. NAIL ALL MULTI JOIST SHEET TITLE: SETTLE APPROXIMATELY 1/8 TO 1/4 INCH PER STORY. ALL UTILITIES SHALL BE DESIGNED WITH FLEXIBLE BEAMS TOGETHER WITH IOd-F NAILS ® 8" O.G. STAGGERED UNLESS OTHERWISE NOTED. JOINTS OR OTHER MEANS TO APPROPRIATELY ACCOMMODATE THIS NORMAL SETTLEMENT. ALL INTERIOR AND EXTERIOR SHEATHING AND FINISHES SHALL BE INSTALLED SUCH THAT NO DAMAGE WILL OCCUR. SHRINKAGE GENERAL 15 EXPECTED IN THE THICKNESS OF THE WALL PLATES AND NOT IN THE LENGTH OF THE WALL STUDS. D. POSITIVE CONNECTIONS: PROVIDE THE FOLLOWING SIMPSON CONNECTORS AT TYPICAL FRAMING UNLESS OTHERWISE NOTED ON PLAN OR DETAIL. PROVIDE CCQ/ECCQ CAPS AND PBS BASES AT POSTS. STRUCTURAL PROVIDE BC BASE WHERE POST BEARS ON WOOD FRAMING BELOW. PROVIDE LUS SERIES HANGERS FOR 2X N FLOOR AND ROOF JOISTS. CONNECTORS SHALL BE SIZED TO MATCH THE SIZE OF THE FRAMING MEMBERS NOTES BEING CONNECTED. . SHEET NO. 0 a 3 S 1 O N I, b b 0 GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) ABBREVIATIONS hill I ® At L Angle STRUCTURAL OBSERVATIONd Penny (Nails) LL Live Load AS NOTED IN IBC SECTION 1104.6, STRUCTURAL OBSERVATION 15 REQUIRED FOR THIS PROJECT. STRUCTURAL 0 Diameter LLH Long Leg Horizontal OBSERVATION MEANS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM, INCLUDING BUT NOT LIMITED A.B. Anchor Bolt LONGIT. Longitudinal LLV Long Leg Vertical TO, THE ELEMENTS AND CONNECTIONS AT SIGNIFICANT CONSTRUCTION STAGES AND THE COMPLETED ADD'L Additional LT. WT. Lightweight STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS. STRUCTURAL ALT. Alternate QUANTUM OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY OF THE INSPECTIONS REQUIRED BY IBC APPROX. Approximate MATL. Material CONSULTING ENGINEERS SECTIONS 110 AND 1104. ARCH. Architect MAX. Maximum MECH. Mechanical 1511 THIRD AVENUE IN OUR STRUCTURAL OBSERVATION, WE WILL SELECT PORTIONS OF WORK TO REVIEW CLOSELY A5 WELL A5 OBSERVE THE STRUCTURAL SYSTEM FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND B.U. Bom off MEZZFMezzaninea SUITTLE, B/ Bottom of MF Moment Frame SEATTLE,WA 98101 SPECIFICATIONS. SUCH REVIEW PROCEDURES WILL BE CONDUCTED IN ACCORDANCE WITH COMMONLY BF Braced Frame MFR. Manufacturer TEL 206.957.3900 ACCEPTED STANDARDS OF PRACTICE. THE BUILDING OFFICIAL UNDERSTANDS THAT SUCH PROCEDURES BLKG. Blocking MIN. Minimum FAX 206.957.3901 INDICATE ACTUAL CONDITIONS ONLY WHERE THE REVIEW 15 PERFORMED AND THAT THE RESULTS WILL BE www.quarrtumce.com BLDG. Building MISC. Miscellaneous INFERRED TO EXIST IN OTHER AREAS NOT REVIEWED. BM. Beam MK. Mark BRG. BUILDING OFFICIAL ALSO RECOGNIZES THAT STRUCTURAL REVIEW IS A TECHNIQUE EMPLOYED TO BTWIN BearingN. Betwweeee n N. North MINIMIZE THE RISK OF PROBLEMS ARISING DURING CONSTRUCTION. STRUCTURAL OBSERVATION BY THE DESIGN PROFESSIONAL DOES NOT CONSTITUTE WARRANTY OR GUARANTEE OF ANY TYPE. IN ALL CASES, THE N.S. Near Side CONTRACTOR SHALL RETAIN RESPONSIBILITY FOR THE QUALITY OF WORK AND FOR ADHERENCE TO THE C Centerline NIC Not in Contract SEAL: Camber NO. Number APPROVED PLANS AND SPECIFICATIONS. C TO C Center to Center NOM. Nominal K• RI GIP Cast In Place NTS Not to Scale SPECIAL INSPECTION ULE NOTES: G.J. Construction Joint or Control Joint � 9CH® S ' I► I. THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC GLG. Ceiling O.G. On Center �1� Pp" / • SEE NOTES 14 2 CHAPTER 11 BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING CLR. Clear O.D. Outside Diameter CONTINUOUS PERIODIC REMARKS AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS REFER TO THE CMU Concrete Masonry Unit O.F. Outside Face % °�,� mu `. cam*+ PROJECT SPECIFICATIONS, THE STRUCTURAL NOTES, AND THE NOTES BELOW. CNTR. Center O.H. Opposite Hand J viaL FOUNDATION I EXCAVATION, GRADING AND FILL X BY GEOTECHNICAL ENGINEER SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER COL. Column OPNG. Opening 2 FINAL FOUNDATION PREPARATION X BY GEOTECHNICAL ENGINEER DESIGNED COMPONENTS. CONC. Concrete OPP. Opposite 3 PLACEMENT OF FOUNDATION AND RETAINING WALL BACKFILL X BY GEOTECHNICAL ENGINEER CONN. Connections CONCRETE I INSPECTION OF REINFORCING STEEL, INCLUDING PLACEMENT X 2. CONTINUOUS INSPECTION MEANS THAT THE SPECIAL INSPECTOR 15 ON THE SITE AT CONST. Construction PAF Powder Actuated Fastener PROJECT: 2 VERIFYING USE OF REQUIRED DESIGN MIX X ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION (IBC 1102). CONT. Continuous PC Precast 3 AT THE TIME FRESH CONCRETE 15 SAMPLED TO FABRICATE X PERIODIC SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR 15 ON SITE AT CJP Complete Joint Penetration PERM. Permanent TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL CSK. Countersink PERP. Perpendicular SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND INSPECTION 15 IN COMPLIANCE. PL or t Plate AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE DBA. Deformed Bar Anchor PLF Pounds per Linear Foot F I D A L G O FLATS OF THE CONCRETE 3. INSPECTION OF DRILLED ANCHORS, INCLUDING EXPANSION AND ADHESIVE GROUTED DBL. Double PLYWD Plywood 4 INSPECTION FOR MAINTENANCE OF SPECIFIED CURING X ANCHORS, WHERE SPECIFIED, SHALL INCLUDE VISUAL VERIFICATION OF DRILLED DEG. Degree PJP Partial Joint Penetration TEMPERATURE AND TECHNIQUES HOLE DEPTH, SPACING, EDGE DISTANCES AND HOLE CLEANING. FOR GROUTED DET. Detail PREFAB. Prefabricated 5 INSPECTION OF PLATES AND OTHER EMBEDDED X ANCHORS, GROUT INSTALLATION SHALL BE OBSERVED AND GROUT PRODUCT DP Doug Fir-Larch PROJ. Project ITEMSE PRIOR TO EMBEDB DURINGAND PLACEMENT OF CONCRETE SPECIFICATION AND PREPARATION SHALL BE VERIFIED. DIA. Diameter P5F Pounds per Square Foot DIAG. Diagonal PSI Pounds per Square Inch 1014 18TH ST. DRILLED IN I PLACEMENT OF ADHESIVE ANCHORS, RODS AND DOWELS X SEE NOTE 3 4. ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR A5 DIAPH. Diaphragm P.T. Post-Tensioning ANACoRTES WA ANCHORS 2 PLACEMENT OF EXPANSION AND SCREW ANCHORS X SEE NOTE 3 OTHERWISE SPECIFIED OR BY USING ANOTHER APPROVED METHOD. DIM. Dimension P/T Pressure-Treated STRUCTURAL STEEL I INSPECTION OF HIGH-STRENGTH BOLTING: DN. Down APPROVAL: a. BEARING-TYPE CONNECTIONS X 5. ALL WELDS SHALL BE VISUALLY INSPECTED. DO Ditto RAD. Radius DWG. Drawing REF. Reference 2 MATERIAL VERIFICATION OF STRUCTURAL STEEL: b. INSPECTION OF PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS IF THE REINF. Reinforce or Reinforcement a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM X MATERIAL USED IN THE CONSTRUCTION TOOK PLACE ON SITE. CONTINUOUS (E) Existing READ. Required STANDARDS SPECIFIED IN THE APPROVED INSPECTION WILL NOT BE REQUIRED DURING PREFABRICATION IF THE APPROVED E. East REV. Revise CONSTRUCTION DOCUMENTS AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. EA. Each R.O. Rough Opening E.F. Each Face b. MANUFACTURERS CERTIFIED MILL TEST REPORTS X 1. EXCEPTIONS: FASTENING OF WOOD SHEATHING USED FOR WOOD SHEAR WALLS, EL. Elevation 5. South 3 MATERIAL VERIFICATION OF WELD FILLER MATERIALS: 5HEAR PANELS, AND DIAPHRAGMS WHERE FASTENER SPACING 15 MORE THAN 4" ON ELEV. Elevator SCH. or SCHED. Schedule a. IDENTIFICATION MARKINGS TO CONFORM TO A115 X CENTER. EMBED. Embedment Length SECT. Section SPECIFICATION IN THE APPROVED CONSTRUCTION ENGR. Engineer SHT. Sheet DOCUMENTS 8. EXCEPTIONS: SPECIAL INSPECTION 15 NOT REQUIRED FOR: E.W. Each Way SIM. Similar b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED X A) CLADDING AND VENEER WEIGHING 5 P5F OR LESS. EXP. Expansion SOG Slab On Grade B) INTERIOR NON-BEARING WALLS WEIGHING 15 P5F OR LESS. EXT. Exterior SPEC. Specification 4 INSPECTION OF WELDING: 50. Square a. STRUCTURAL STEEL: FDN. Foundation 5Q. FT. Square Feet I) COMPLETE AND PARTIAL PENETRATION GROOVE X SEE NOTE 4 FIN. Finish 50. IN. Square Inch (inches) WELDS FLR. Floor STD. Standard FRP Fiber Reinforced Polymer STIFF. Stiffener 2) MULTIPA55 FILLET WELDS X F.5. Far Side STL. Steel 3) SINGLE-PASS FILLET WELDS < 5/I6" X SEE NOTE 5 FT. Foot or Feet 5TR. Structural 4) FLOOR AND DECK WELDS X SEE NOTE 5 FTG. Footing SUB. Substitute b. OTHER WELDING: SYM. Symmetrical I) ANCHORS AND STUDS X GA. Gauge ^ GALV. Galvanized T/ Top of /L` PERMIT REVISIONS 12/17/19 2) STAIR/RAILING SYSTEMS X GL Glue Laminated T6B Top and Bottom /� 3) METAL DECK X GRD. Grade TbG Tongue 4 Groove / \ PERMIT REVISIONS 10/7/19 WOOD I NAILING, BOLTING, ANCHORING, AND OTHER FASTENING X SEE NOTE 1 GWB Gypsum Wall Board TEMP. Temporary PERMIT SET 8/7/19 COMPONENTS WITHIN THE SEISMIC-FORCE-RESISTING THRU Through PERMIT DATE DATE SYSTEM INCLUDING DRAG STRUTS, BRACES AND HOLDOWNS HF Hem Fir T.O.G. Top of Concrete NO. DESCRIPTION DATE BY HGR. Hanger T.0.5. Top of Steel ISSUES: REVISIONS: ARCHITECTURAL I DURING ERECTION AND FASTENING OF EXTERIOR CLADDING, X SEE NOTE 8 HORIZ. Horizontal T.O.W. Top of Wall P.M. JHR COMPONENTS INTERIOR NON-BEARING WALLS, AND INTERIOR AND H55 Hollow Structural Section TRANS. Transverse EXTERIOR VENEER HT. Height T5 Tube Steel P.E. QCC MECHANICAL AND DURING ANCHORAGE OF ELECTRICAL EQUIPMENT FOR X TYP. Typical DRAWN BY: TTH ELECTRICAL EMERGENCY OR STANDBY POWER SYSTEMS I.D. Inside Diameter SCALE: AS SHOWN I.F. Inside Face WON or UNO Unless Otherwise Noted DATE: 5/7/19 COMPONENTS DURING INSTALLATION OF PIPING SYSTEMS INTENDED TO X CARRY FLAMMABLE, COMBUSTIBLE OR HIGHLY TOXIC INTO. Information TNT. Interior VERT. Vertical JOB NO. 19088.01 CONTENTS AND THEIR ASSOCIATED MECHANICAL UNITS VIF Verify in Field SHEET TITLE: APPROVED I APPROVED FABRICATORS MUST SUBMIT JT. Joint GENERAL STRUCTURAL FABRICATORS CERTIFICATE OF COMPLIANCE FOR ALL W. West OFFSITE FABRICATORS SUCH A5 STRUCTURAL K5F Kips per Square Foot IN/ or w/ With STEEL, GLULAMS, PRECAST CONCRETE, ETC. KSI Kips per Square Inch WD Wood NOTES & PREFABRICATED I SEE NOTE 6 W.H.S. Welded Head without ABBREVIATIONS CONSTRUCTIONig WI' Work Point W.T.S. Welded Threaded Stud SHEET NO. WWF Welded Wire Fabric 1, O o X SECT. Cross Section X-STR Extra Strong S 1 ■ 2 h c. O cc