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Permit File BLD-2016-1710 2205 23rd Street
." 0 r_ * �i CERTIFICATE OF OCCUPANCY This is to certify that the below listed building or structure has been inspected and occupancy is hereby authorized: Description: New Single Family Residence Location: 2205 23d St Owner: Classic Transitions LLC Constructed by: Murza & Sons Construction LLC Building Permit #: BLD=2016=0710 Date issued: October 3rd, 2017 Use Zone: R2 Dated: April 19th, 2019 Authorizing Official: of 5 ��� III 140114:1411 W MR awl 11 Ill 201902260067 02/26/2019 02:38 PM Pages: 1 of 2 Fees: $100,00 Skagit County Auditor When Recorded, Return To: City of Anacortes Planning, Community, & Economic Development Department 904 6th Street / P.O. Box 547 Anacortes, Washington 98221 I, ��11 Accessory Dwelling Unit declare that pursuant to Anacortes Municipal parcel # y located at and that I am making application to create an Accessory Dwelling Knit that will be in compliance with Anacortes Municipal Code regulations stated above and listed in AMC 19.44.020, and requiring that the property owners) resides in the principal dwelling unit or the accessory dwelling unit. I hereby certify that the information on this application is true and correct and that the applicable requirements of the City of Anacortes will be met. As property owner(s), I declare that I will notify any prospective purchaser of the occupancy limitations of the Accessory Dwelling Unit as regulated by Anacortes Municipal Code. Furthermore, if any of the provisions of Anacortes Municipal Code 19.44.020 are violated, it is acknowledged that this is cause of the removal of the Accessory Dwelling Unit. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct and will be addressed should a transfer of property ownership occur. Executed atWashington this ��,G th day of 20�'i Declarant `" ' �'Y Declarant ACKNOWLEDGEMENT STATE OF WASHINGTON ) 0 ) CO UNTY OF SKAGIT ) r� On this yi : day of 1 , 20 L� ,before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared i r l i �: , to be known to be the individual that executed the foregoing instrument and acknowledged the said instrument to be free and his/her free and voluntary act and deed for the uses and purposes therein mentioned. Witness my hand and official seal hereto afFxed the day and year first above NotaryJPublic in and for the State of Washington, residing at b,;ii:' �' _ 'i, ,/ t „it writen.. S'l o ti ' F1$ 9 Z� \AOTAR1- 9.�� _ se..� CD m _ CP pUE300 4ti WAS ��� \ it0\\\ Structural Analysis, Specifications 8� Details Project Notes &Specifications — — — — — — — — — — — — — — — — — — — — GENERAL CRITERIA &DESIGN ASSUMPTIONS II CON ORMRTO THE ODRAWINGSPSPECIF CATIONS,CAND 2015 LEDITION I I OF THE INTERNATIONAL RESIDENTIAL CODE (IRC) WITH AMENDMENTS AS ADOPTED BY THE CIN OF ANACORTES I I DESIGN LOADING CRITERIA: 4I I LIVE DEAD TOTAL FLOOR: NO CEILING BELOW 40 10 50 PSF FLOOR: WITH FINISHED CEILING 40 15 55 PSF II ROOF: HIEAW ROOF COVERING 25 30 55 PSF I DECKS 60 10 70 PSF STORAGE 125 15 140 PSF I SNOW 25 PSF GUARDRAILS 80 PLF WIND 115 MPH (EXPOSURE C) j SEISMIC ZONE D7 A}trg �.3,t 1t Ai¢�ipEi �rifyi�yp�i yin I SOIL BEARING 1,500 PSF ASSUMED StruCti.iral Arialy5lS, Sl��ar mall SHOP DRAWINGS: SUBMITTALS MAY BE MADE BY PDF FlLE �* ,.j ( p R � SUBMISSION TO THE ARCHITECT OR BY OTHER MEANS AS Schedule, Structurai iU C}te�Ji i AGREED UPON BETWEEN THE ARCHITECT AND GENERAL CONTRACTOR. SHOP DRAWINGS OF DESIGN -BUILD COMPONENTS r t r� {'� �+ (., } SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S Sect€OI 1 D�..atUlls.^ C1C I�I'"a r�ln(`1 ate%'`@ $Ps m'G�'lI (..'`� I STAMP, STATE OF WASHINGTON. `�' INSPECTIONS: STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FIELD WELDING), ANCHOR BOLTS, SHEAR WALL Ii E I� G i NAILING, DIAPHRAGM NAILING AND HOEDOWN INSTALLATION SHALL I � C. BE SUPERVISED IN ACCORDANCE WITH IRC REQUIREMENTS GEOTECHNICAL FOUNDATION NOTES: VALUES FOR ALLOWABLE SOIL PRESSURE, LATERAL EARTH PRESSURE, AND SOIL PROFILE TYPE ARE ASSUMED AT 1,500 PSF UNLESS OTHERWISE NOTED AND SOILS COMPACTION TESTING HAS BEEN PERFORMED 70 VALIDATE BEARING CAPACIN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ORIGINAL EXISTING GRADE, WITH THE EXCEPTION OF PERIMETER FOUNDATION WALLS, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS AND FOUNDATIONS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. DESIGN PARAMETERS USED BY ARCHITECT FOR GRAVITY LOAD BEAM SIZING FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WEST COAST LUMBER INSPECTION BUREAU'S STANDARD GRADING RULES FOR WEST COAST LUMBER N0. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: I JOISTS & RAFTERS: (2x MEMBERS): HEM -FIR N0. 2. MINIMUM BASIC DESIGN STRESS: Fb = 850 PSI, Fv = 75 PSI, E = 1,300 KSI L _ — — — — — — — — — — — — — — — — — — — — — � BEAMS AND STRINGERS : D O U G L A S FIR N 0. 1 MINIMUM BASIC DESIGN STRESS: Fb = 1350 PSI, Fv = 85 PSI E = 1,600 KSI jj1 '.� , l� � � '� � I � POSTS: (4x MEMBERS) HEM -FIR N0. 1 MINIMUM BASIC DESIGN STRESS: Fc = 1300 PSI, JAN � � Ate, n E = 1500 K51 11Y1' SVi POSTS: (6x & LARGER MEMBERS): DOUGLAS FIR N0. 1 MINIMUM BASIC DESIGN STRESS: Fc = 1000 PSI, E = 1600 KSI STUDS, & MISC. LIGHT FRAMING: HEM -FIR NO. 3 OR STUD GRADE CITY t3F A�ACORTES MIN�ZSMP BASIC DESIGN STRESS: Fb = 500 PSI, E = 1200 KSI Fc PARALAM PSL BEAM: TRUSS JOIST BY WEYERHAEUSER MIN. BASIC DESIGN STRESS: Fb = 2,900 PSI, Fv = 290 PSI, E _ 2,000 KSI, Fc = 750 PSI GLU-LAMINATED BEAMS: DOUGLAS FIR 24F-V4 DF/DF 24F-V8 FOR CANTILEVERED BEAMS MINIMUM BASIC DESIGN STRESS: Fb = 2,400 PSI, Fv = 165 PSI, E = 1,800 KSI, Fc = 725 PSI CAMBER ALL GLULAM BEAMS TO 2,000' RADIUS, UNLESS OTHERWISE NOTED. GLUED LAMINATED MEMBERS EXPOSED TO WEATHER OR MOISTURE SHALL BE TREATED WITH AN APPROVED PRESERVATIVE. PREFABRICATED WOOD JOISTS: WEYERHAEUSER "TRUSS JOIST SERIES AS NOTED ON FRAMING PLANS AND BUILDING SECTIONS. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES: WOOD TRUSSES SHALL BE ENGINEERED AND STAMPED BY A PROFESSIONAL ENGINEER LICENSED BY THE STATE OF WASHINGTON. TRUSSES SHALL BE PLANT FABRICATED AND NOT FEED ALTERED WITHOUT PERMISSION FROM THE MANUFACTURER AND BUILDING OFFICIAL. INSTALL AND BRACE TRUSSES IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS ANO PER THE REQUIREMENTS OF THE IBC/IRC. Vicinity Map NOT i0 SCALE Abbreviations ® AT KIT KITCHEN ACOUS ACOUSTICAL KPL KICKPLATE ACT ACOUSTIC TILE L,qM LAMINATED) ADJ ADJUSTABLE LAV LAVITORY AFF ABOVE FINISH FLOOR LH LEFT HAND ALT ALTERNATE L LENGTH LONG APPROX APPROXIMATE LT LIGHT / ARCH ARCHITECT LVR LOWER BD BOARD MAX MAXIMUM BTWN BETWEEN MG MEDICINE CABINET BLDG BUILDING MECH MECHANICAL BLKG BLOCK/BLOCKING MEMB MEMBRANE BS BUILDING STANDARD MTL METAL BTM BOTTOM MEZZ MEZZANINE B/U BUILT UP MFR MANUFACTURER) CAB CABINET MIN MINIMUM CL CENTERLINE MISC MISCELLANEOUS CER CERAMIC MTD MOUNTED CHAMF CHAMFER MULL MULLION CIRC CIRCLE N NORTH CLG CEILING NIC NOT IN CONTRACT CLK CAULK LIKE HELL N0, jJ NUMBER CLR. CLEARANCE) NOM NOMINAL CNTR. CENTERR NTS NOT TO SCALE COL COLUMN CONC CONCRETE OA OVERALL CONST CONSTRUCTION OC ON CENTER CONT CONTINUOUS OD OUTSIDE DIAMETER CONTR CONTRACTOR OH OVERHEAD CORR CORRIDOR OPNG OPENING CPT CARPET DPP. OPPOSITE CT CERAMIC TILE DEMO DEMOLITION PB PANIC &AR DEG DEGREE PBD PARTICLE BOARD DET DETAIL PLAN PLASTIC LAMINATE DF DRINKING FOUNTAIN PLWD PLYWOOD DIAM DIAMETER PNL PANEL DIM DIMENSION PR PAIR DN DOWN PTN PARTITION DR DOOR OT QUARRY TILE DWG DRAWING DWR DRAWER RAD RADIUS E EAST RB RUBBER BASE EA EACH RD ROOF DRAIN EL ELEVATION RT RESILIENT TILE ELEC ELECTRICAL REF REFERENCE ELEV ELEVATOR REEL REFLECTED ENCL ENCLOSE(URE) REFR REFRIGERATOR REG REGISTER EQUIP EQU PMENT REINF REINFORCING EST ESTIMATE REO REQUIRED EXH EXHAUST REV REVISION EXIST EXISTING RH RIGHT HANG EXP EXPANSION RM ROOM EXT EXTERIOR RO ROUGH OPENING FD FLOOR DRAIN S SOUTH FE FIRE EXTINGUISHER SC SOLID CORE FEC FIRE EXTINGUISHER SCH SCHEDULE CABINET SEAL SEALANT SECT SECTION FF FACTORY FINISH SH SHELF FH FULL HEIGHT SHT SHEET FIN FLOR FINISHED FLOOR SIM SIMILAR FLD YFY FIELD VERIFY SPEC SPECIFlCATION FLUOR FLUORESCENT SO SQUARE FOS FACE OF STUDS SS STAINLESS STEEL FOC FACE OF CONCR E STD STANDARD FOF FACE OF FINISH STL STEEL FT FOOT/FEET STOR STORAGE FURR FURRED/FURRING STRUCT STRUCTURAL FUT FUTURE SUSP SUSPENDED GA GAUGE TB TOWEL BAR GB GRAB BAR TEL TELEPHONE GC GENERAL CONTRACTOR TEMP TEMPERED GEN GENERAL THK THICKNESS) GL GLASS/GLAZING THRESH THRESHOLD GWB GYPSUM WALL BOARD TOSS TOP OF SLAB GYP GYPSUM N TELEVISION HC HOLLOW CORE TYP TYPICAL HD HEAD UNF UNFINISHED HDCP HANDICAPPED UNO UNLESS NOTED OTHERWISE HDR HEADEP. VCT VINYL COMPOSITION TILE HDWR HARDWARE VEN VENEER HM HOLLOW METAL VERT VERTICAL HORIZ HORIZONTAL VEST VESTIBULE HR HOUR VFY VERIFY HVAC HEATING VENTIALTING W WEST/WIDE & AIR G�ONOITIONING W/ WITH INSUL INSULATION yWJ�O WITTHOUT INT INTERIOR WSCT WAINSCOT JAN JANITOR Wi WEIGHT JT JOINT INFILTRATION/LEAKAGE TESTING: BUILDING VOLUME: 4,065 SF x 9' = 36,585 CF x 5 ACH / 60 MINUTES = 3,049 MAX CFM TEST RATE Energy Code Compliance PROJECT NPE 2: MEDIUM DWELLING UNIT; 3.5 CREOITS REQUIRED Drawing Symbols 100 ROOM NUMBER REFERENCE O1 DOOR NUMBER 1 DETAIL REFERENCE BUBBLE A7 WALL SECTION REFERENCE Al Al BUILDING SECTION REFERENCE �© INTERIOR ELEVATION ��AREVISION REFERENCE P2 REFERFlTOS FINISHE SCHEDULE ST1 REFERFlTOS FINISHESCHEDULE 2a KEY NOTE REFERENCE Q1 EQUIPMENT NUMBER ® NORTH REFERENCE Power & Data Symbols � DUPLEX RECEPTACLE FOURPLEX RECEPTACLE GFl� DUPLEX RECEPTACLE (GROUND FAULT INTERRUPTER) ® 220V RECEPTACLE (DRYER, OVEN, ETC.) O FLUSH MOUNTED FLOOR MON. W/ BRONZE COVER PLATE <(EM® (MICROWAVER COMPUTEREP ETC.) � TELEPHONE RECEPTACLE � DATA PORT - RJ45 ETHERNET 0 RGBX CABLE WITH TNC FITTING {N] CABLE N d SMOKE DETECTOR ©CO DETECTOR Q KEYPAD DOOR CONTROLLER Q TOUCHPAD DOOR CONTROLLER Q AUDIO JACK �] FLUSH MOUNTED SPEAKER Mechanical Symbols FD � FLOOR DRAIN Q S DOWNSPOUT FHB FROST -FREE HOSE BIB GAS CONNECTION ® FLOOR MOUNT SUPPLY REGISTER CEILING MOUNTED RETURN AIR REGISTER Lighting Symbols NOTE: LAMPS ARE INCANDESCENT UNLESS NOTED OTHERWISE SWITCH RECESSED CAN FIXTURE 3� NUMBER INDICATES FXTURE TYPE C RECESSED WALL WASHER FIXTURE O SURFACE MOUNTED FIXTURE Oo SPECIAL PURPOSE LIGHT FIXTURE ® EXHAUST FAN (2) TUBE 48" FLUORESCENT FIXTURE WITH ACRYLIC LENS HOUSING i--I SINGLE TUBE FLUORESCENT FIXTURE WITH ACRYLIC LENS HOUSING P = PENDANT MOUNT H = HALOGEN LAMP W = WALL MOUNTED D = DIMMER T = TIMER 3 = THREE WAY SWITCH METHOD CREDIT DESCRIPTION REQUIREMENTS & REMARKS DRAWING LOCATION REFERENCE 1A 0.5 EFFICIENT IN ADDITION TO TABLE 402.1.1 USE R-38 BATT WALL SECTIONS SHEET Al2 BUILDING INSULATION AT FRST FLOOR OVER CRAWL SPACE. BLDG ELEVS SHEETS A9 A10 ENVELOPE WINDOWS TO HAVE MAX U VALUE OF 0.28 SLAB ON GRADE CONDITIONS NOT APPLICABLE FOR THIS PROJECT (GARAGE SPACE UNHEATED) 3A 1.0 HIGH USE OF NATURAL GAS -FIRED FORCED AIR COVER SHEET EFFlCIENCY FURNACE WITH MINIMUM AFUE OF 94R FOUNDATION PLAN A4 HVAC NOTE: PROVIDE SEPARATE UNITS FOR ADU KEY NOTE 13 ETO REFER FOUNDAT�ONEPLAN FOR ACCESS NOTES 5A 0.5 EFFICIENT ALL SHOWERHEAD AND KITCHEN SINK FAUCETS FLOOR PLAN KEY NOTES WATER SHALL BE RATED AT 1.75 GPM OR LESS FLOW SHEETS A7 A8 HEATING RATES. 5C 1.5 EFFICIENT USE OF NATURAL GAS -FIRED HOT WATER COVER SHEET HEATING WITH MINIMUM EF OF 0.91 LAN A4 KEYNNOTE N HEATING 3 3.5 TOTAL POINTS ACHIEVED Project Information Owner CLASSIC TRANSITIONS, LLC 13837 REDTAIL RIDGE LANE ANACORTES, WA 98221 CONTACTS: MARK & SUSAN HARRIS Architect DAC ARCHITECTURE, LLC 1fi802 THIRD AVENUE LA CONNER, WA 98257 (360) 466-3976 CONTACT: DOUG COLE, ARCHITECT Lateral Analysis MITCHELL ENGINEERING, INC. 7821 168TH AVE N.E. REDMOND, WA 98052 CONTACT PERSON: MIKE MITCHELL, PE CONTACT NUMBER: 425-747-1500 General Contractor XX XX XX LICENSE NUMBER: CONTACT PERSON: MIKE MITCHELL, PE CONTACT NUMBER: 425-747-1500 Scope of Work CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE WITH ATTACHED ACCESSORY DWELLING UNIT. Project Address 1114 "D" AVENUE ANACORTES, WA 98221 Tax Parcel & Legal Description PARCEL NUMBER: P133515 LOT 4 OF THE 12TH & "D" AVENUE BOUNDARY LINE ADJUSTMENT SURVEY LOCATED IN THE N.W. 1/4 SEC. 24, TWP 35 N., RNG 1 E., W.M. CITY OF ANACORTES, WASHINGTON AS RECORDED UNDER SKAGIT COUNN AUDITORS FILE NUMBER 201606100121 Zoning & Lot Coverage ZONING DESIGNATION: R2 MAXIMUM BUILDING HEIGHT: 3 STORIES/35 FT MAXIMUM PROPOSED HEIGHT FROM LOWEST SITE GRADE: 29'-11" MAXIMUM GARAGE ACCESSORY HEIGHT WITHIN REAR YARD 20' SETBACK: 16 FT GARAGE ACCESSORY HEIGHT AS MEASURED FROM AVERAGE NATURAL GRADE: 15'-5" LOT AREA: 13,389 SF MAXIMUM LOT COVERAGE: 359 (4,686 SF) REFER TO SITE PLAN SHEET A-2 FOR LOT COVERAGE AND IMPERVIOUS SURFACE STATISTICS. Building Area Summary REFER TO SHEET A7 FOR DETAILED BUILDING SQUARE FOOTAGE CALCULATIONS. Building Codes 2015 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 UNIFORM PLUMBING CODE 2015 WASHINGTON STATE ENERGY CODE Deferred Submittals, Prior Permits, & Work by Others MASTER DRAINAGE PLAN PREVIOUSLY ISSUED FOR THE PROEJCT BY -GIN OF ANACORTES PUBLIC WORKS: PW #16-066 DEV LANDSCAPE PLAN PREPARED AND SUBMITTED BY OWNER MECHANICAL SYSTEMS DESIGN AND PERMITTING BY OTHERS. ELECTRICAL AND LOW VOLTAGE SYSTEM DESIGN AND PERMITTING BY OTHERS. CIVIL ENGINEERING, GRADING, DRAINAGE AND GEOTECHNICAL WORK BY OTHERS Drawing Index A-1 COVER SHEET, PROJECT INFORMATION, STRUCTURAL ANALYSIS & REQUIREMENTS A-2 SITE PLAN A-3 SITE UTILIN PLAN• C-0 BOUNDARY LINE ADJUSTMENT & SITE SURVEY"* C-1 SITE PAVING, DRAINAGE, WATER METER PLAN"• C-2 SANITARY SEWER PLAN & DETAILS"" A-4 FOUNDATION & FIRST FLOOR FRAMING PLAN A-5 FIRST FLOOR ROOF FRAMING & BRACED WALL DETAILS A-6 SECOND FLOOR FRAMING & ROOF FRAMING PLANS A-6,5 FIRST & SECOND FLOOR BRACED WALL PLANS A-7 FIRST FLOOR PLAN A-B SECOND FLOOR PLAN A-9 SOUTH & WEST BUILDING ELEVATIONS A-10 NORTH & EAST BUILDING ELEVATIONS A-11 BUILDING SECTIONS A-12 WALL SECTIONS & DETAILS INDIGATES PLAN PREPARED BY OWNER/DEVELOPER •` INDICATES PLANS PREPARED BY HERR CSTAO ENGINEERING U � � U c>� Q> � 'O o L �, C r CA No p � �U� ❑ �JM w �� w� �o �< 12/22/2016 PERMIT CHECK SET 12/23/2016 PERMIT CHECK SET 12/26/2016 PERMIT SUBMITTAL SET O1/09/2017 PERMIT UPDATE & CHECK SET 02/O6/2017 PERMIT RESUBMffTAL SET �03/10/2017: FlRE WALL 1 BE1N'EEN RESIDENCE k ACCESSORY DWELLING UNI' 12/28/2017 CHECK SET: ROOF OVER UPPER VIEW DECK, MASTER BEDROOM LAYOUT, GARAGE DOOR & GARAGE BAY WIDTH REVISIONS 01-07-2018 2 REMSED BUILDING PERMIT SET PER 12/28 REVISION`. NOTED ABOVE �L S`iEE'TS ?E+aS!+EO N U E '� U .� ^� � � LL ''�^^ NN� y-+ v J L.1_ 0 W � iCs •� 8 � �� � U cQ 16.83'+A - 'Y0:0' - \ \ 10.0' 8.83'+/- / / 63.17' 11 th Stree Unimproved Right of Way E ISTING \ \ \ R DWOOD 1 PROVIDE TEMPORARY EROSION CONTRO FENCING ALONG WEST & NORTH PRO RTY EXISTING / 7 LINES DURING CONSTRUCTION OUTFLOW S 89d 25' 42" E 209.83' I I T GHTLINE ALL ROOF DRAIN DOWNSPOUTS SCOp I o l THIS CORNER AND DAYLIGHT TO B105WA E I I Zr N W 10' BSBL�~ z — — — — — — �' ml0 I m� I ZII I I a Ln wi- I 0 �2II GONG LOT 4 w 1: PATIO COVERED / I w �4j I FII EL TBD PORCH I CONC I I a II I / 13,TAL SF "FLAG" LOT I PATIO 00 TMI J/ 4,265 SF TOTAL LOT COVERAGE F TPRINTI z EL 70.42' I F oll j W II I - of m w �I III if Main Reside e I ADU STOR. ` I ` I of FIRST FLOOR ELEVATI N 71,0' I o l w — W I N W M I Ld t o I m\ \i ,I SCOPE r ENTRY— I EL CARPORT69.67' V ADUI Z I z COVERED PORCH z z� 1ySCLK Y in GARDEN 3 �\S'V � I MAINTAIN EXISTING ANATURAL ND PROVIDE SILT FENCING ING I LANDSCAPED / o \� �-l� I ON UPHILL SIDE OF S I I SIDE YARD DURING CONSTRUCTION0 PROVIDE 4" DIAM.' I MAIN RESIDENCE TCH BASIN / TIGHTLINE N RUNNING Garage - SLOPE D -VAULT SLOPE UNDER IO CONNECTI G TO O,a EL 69.67 EL 69.2 E QSWAL N OPPOSITE SIDE �\ ---- --- -- --`Parking— / 20' REAR PAVED SETBACK LINE o. FOR RESIDENCE SEE ELEVATONS TD I I / J / b (GARAGF/ACCESSORY LEY) Yam'�'.LANDSCA El SIDE YARD US S AC 9.0' FROM A LEY) LZ� - EXISTING. 114.84' RAIN VAULT .� BID - Ginnie developed P�56223 26.83' 26.0' 29.17' +/- r Refer to Owner's Drawing (incorporated as Sheet A-3) For location of franchise utilities, City water & sewer services, and additional site drainage and temporary erosion control information Refer to sheets C-2 and C-3 for for Master Site Plan showing overall site paving, drainage, water meters, sanitary sewer sewer, storm water management and silt fence details as prepared by Herrigstod Engineering and as approved by City of Anocortes Public Works Department under permit PW }�` 16-066DEV LOT 2 7,458 SF Lot Coverage LOT AREA: ALLOWABLE LOT COVERAGE (35%): PROPOSED LOT COVERAGE: COVERAGE RATIO: Pervious Surface BUILDING COVERAGE: PATIO SURFACES: PAVED WALKWAYS: DRIVEWAY & PARKING AREAS: TOTAL IMPERVIOUS IMPERVIOUS RATIO: / / f , BIRCH BIRCH BIRCH MADRONA EXISTING TREE GROVE 1UARRY SPAW TO E EXISTING Unit -- �,+EB4V69D- /-=mmmmmmn 13,389 SF 4,686 SF 4,319 SF 32.3% sss sF , 114 SF 1,790 SF 6,792 SF s0.7% 95.00' LOT 1 7,4s8 SF 5 25d 89' 49"� 11.18' Lot 4 Site Plan E U Q QQ N -6 U �c� � N O �J M 12/22/2016 PERMIT CHECK SET 12/23/2016 PERMIT CHECK SET 12/26/2016 PERMIT SUBMITTAL SET Ot/09/2017 PERMIT UPDATE &CHECK SET o2/oe/eon PERMIT RESUBMITTAL SET Q03/10/2017: FlRE WALL 1 BETWEEN RESIDENCE & ACCESSORY DWEWNG UNI' 12/28/20t7 CHECK SET: ROOF OVER UPPER NEW DECK, MASTER BEDROOM LAYOUT, GARAGE DOOR & GARAGE DAY WIDTH REVISIONS Ot-07-2018 2 REVISED BUILDING PERMIT SET PER t2/28 REVISION! NOTED ABOVE riLt 5NEETS R&:SucG NOTES ON LOT 4 e�A'-t sxoe aHL __ ...._ EXISTING ENGINEERED BIO-SWALE TO 1. SEE HARRIGSTAD PW #16-066-DEV FOR SITE APPROVED MASTER DRAINAGE PLANS. C-AVE STORM DRAINAGE SYSTEM 2. EXISTING NATURAL SWALE AT WEST END OF LOT 4 WILL BE SEE HARRIGSTAD PW#16-O66-DEV MAINTAINED. SWALE WILL BE RIVER ROCKED WITH 4' UNDER DRAIN ...__. UNDER PLANNED CONCRETE PAD, SEE 1 SWALE CSX aEiAIL 3. FINISHED CONCRETE DRIVEWAY WILL SLOPE TO CB, CB WATER WILL 1401TO HYDRANT— 8' PVC ROOF &FOUNDATION BE CONVEYED VIA 6" PVC TO 8" PVC MAIN STORM DRAIN ON STORM DRAINS TO ROCK DISPERSEMENT DRAIN EASEMENT. THIS DRAIN CONNECTS TO 11TH STREET BIO-SWALE. ELEV 64 'n SEE NOTE 4 CB WILL BE SILT PROTECTED DURING CONSTRUCTION. AS PER WSDOT 1-40.20-00.- 4. 6" PVC CONNECTS ROOF AND FOUNDATION DRAINS TO ROCK DISPERSEMENT AREA - WHERE WATER IS CONVEYED VIA A SHORT GRASS GRASS LINED SWALE TO THE MAIN 11TH STREET BIO-SWALE, SEE CSX DETAIL OF SWALE. >s.aa 5. SILT FENCE WILL BE PLACED ON WEST AND NORTH SIDES OF THE PROPERTY. AS WATER DRAINS NORTHWARD FROM ALLEY, NO SILT FENCE IS NEEDED /I ON SOUTH PROPERTY LINE. LOT 3 (TO EAST) IS OWNED BY LOT 4 OWNER. LOT 4 P 33S 15) 6. CONSTRUCTION ENTRANCE WILL BE FROM ALLEY ON THE SOUTH BOUNDARY OF THE PROPERTY AND WILL BE CONSTRUCTED IN ACCORDANCE TO WSDOT 4 AVE STANDARD I-80.10.02.ORANGE SAFETY FENCING WILL BE PLACED o ADU ALONG THE REST OF THE ALLEY TO PREVENT ACCESS TO CONSTRUCTION SITE. 7. SOIL PILES WILL BE COVERED W/I 24 HOURS. MAIN HOUSE 8. SEE PW #16-066-DEV FOR ALLEY PAVING DETAILS, NORTH SIDE OF ALLEY ROLLED TO DIRECT SHEET FLOW TO ALLEY CB (ON COA EASEMENT) OR TO AVE C. COVERED IMPERVIOUS SURFACE CALCULATIONS � CARPORT BUILDING 4265 SQFT PATIO SURFACES 459 SQFT � 0 s fy PAVED WALKWAYS 124 SQFT DRIVEWAY & PARKING 1790 SQFT a � �I! 0 Ln RAGE BURLINGTON! �B TOTAL IMPERVIOUS: 6638 SQFT CL SEE NOT E3 LOT SIZE: 13389 SQFT PERCENT IMPERVIOUS: 49.6% CONCRETE DRIVEWAY SEE SPSWP AND ATTACHED NOTES FOR SD & SILT BMPS QUARRY SPALL SEE HERRIGSTAD PW #16-O66-DEV STORM WATER PLAN EXISTING SEWE CONSTRUCTION E l).02 STUB EXISTING MAIN WSDOT I-80,10.02 N NG S&COM-TEL SEE NOTE STUB / tit ` 10'-0 ELEV 69' 114.84' SE ER SCALE: 1" = 10' ON ISO Al PAPER PROPERTY BOUNDARY WATER-5EW ER -UTILITIES _ _ WATER FLOW PSE TRANSFC7RMER OWNERS: MARK & SUSAN HARRIS, CLASSIC TRANSITIONS. SITE ADDRESS: 1114 D-AVENUE PARCEL: P133515 UNIMPROVED 11TH STREET ROW EXiSTINC, ROCK DISPERSEMENT AREA FOR R" PVC ORM DRAIN )flIL ST XKPIL LOT 4 FLAG TO D-AVENUE SEE NOTE 7 AREA TO REMAIN UNDESTURBED 1 LOT 3 (P133514) 1112 D AVENUE SAME OWNER AS LOT 4 m rri rn 8.3'I rn r'w4 Im Z NG ADU STUBS PSE-CflM-TEL ELEV 7i3' ALLEY BuRL'N�: SON C"e WITH INLET ALLEY PAVING DETAIL SEE NOTE 8 DRAWN BY: MARK HARRIS DATE: 11-30-2016 NAME: SP-SWP LOT 4 (SD-02) 2Q8.83' i� U N r Qcrn Q¢ � r tANO�p � J rcOi PERMIT CHECK SET 12/23/2016 PERMIT CHECK SET 12/26/2016 PERMIT SUBMIifAL SEi 0,/09/2017 PERMIT UPDATE &CHECK SET oz/oe/zo17 PERMIT RESUBMITTAL SET �03/10/2017: FIRE WALL 1 BETW'EEN RESIDENCE & ACCESSORY DWELLING UNI 1z/za/zon CHECK SET: ROOF OVER UPPER VIEW DECK, MASTER BEDROOM LAYOUT, GARAGE DOOR & GARAGE BAY WIDTH REVISIONS 01-o7-zo,e 2 REVISED BUILDING PERMIT SET PER ,2/28 REVISION! NOTED ABOVE S 89'E.5'48' E 795.7V 14 r 13 t11 20041I23o172 N s9`25'42• W ! 759,59' I (PLAT 7609 FOUND BRASS TOP N LLJ CONCRETE MONUMENT a w IN CASE WITH COVER > 1-30-12015 !N a W� N SURVEYOR DALE K, HERRIGSTAD P,LS, 4320 WHISTLE LAKE ROAD ANACORTES WA 98221 360-299-8804 12TH & D AVENUE BOUNDARY LINE ADJUSTMENT IN THE N.W. 1/4, SEC. 24, TWP 35 N., RNG 1 E., W.M. CITY OF ANACORTES, WASHINGTON FOUND HARD NAIL AT 'D' AVER HEELD AS CENTER OF IOTH STREET FOUND BRASS TOP CONCRETE HONUMENT IN CASE WITH ti VASE AS CENTER OF I x W FOUND PK NAIL 8,36' SOUTH OF FOUND TACK IN LEAD ATI HELD CENTER LINE OF 11TH b 'D' AVENUE �z ( STREET OF #F4 AHELD FOR CENTER LINE zmol S 89'25'42' E 379,75' CALC, f380' PLAT) HELD T CENTER OF _ _ IiTH STREET Ik 'D' AVE, _ 11TH STREET v I0' SE ACK b 5 3 2 ! 1 l I I I i l. l SETBACK " LOT 4 u LOT 3 �N I 13,389 SF II I I 7,561 SF II W 1 1J IL -I -_ICJ 20' SETBACK 20',SETBACK n 95,00' 6 CAP I 14 FOUND t CAP 20''SETBACK ' LOT 2 19 7,482 SF I r- 8 gE I � 15 n 16 0 T C: ' 20' SETBACK dd j17,4841 SF I20 19TAK 20 12TH STREET S B9'24'lE' E 379,B0' PRORATED 1380' PLAT) SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A MY DIRECTION IN CONFORMANCE WfIH SURVEY RECORDING ACT AT THE RE04 2a1s. � is DALE K. HERRIGSTAD, P.LS. Certlfica Date wit — S 89'E5'42 E 759,41' tPER SlA2VEY AFN 16091000143 I I0' S I I I I I wI� AUDITCIRS UERTIFIUATE RECORD fIf SURVEY AT THE REQUEST OF DALE K. HERRIGSTAD 1. # SET REBAR AND GAP �27807. 2. FOUND MONUMENT IN CASE on 7-23-2015, FOUND PK NAIL AT INTERSECTION AS NOTED ON 7-23-2015. 4.� FOUNO TACK IN LEAD AS NOTED ON 7-23-2015. 5.O FOUND REBAR AND CAP AS NOTED ON 7-23-2015. 6. BASIS OF BEARINGS: Center line of "D" AVENUE ROS /2014021300459 7. EQUIPMENT USED: CR2 2" TOTAL STATION. 8. ERROR OF CLOSURE MEETS WASHINGTON STATE SURVEY srANaARDs. 9. SURVEY METHOD: STANDARD FIELD TRAVERSE 10, THIS BOUNDARY SURVEY AND ALL UTILITIES WERE NOT INVESTIGATED. it, THIS SURVEY HAS DEPICTED EXISTING OCCUPATIONAL LINES IN ACCORDANCE WITH W A.C.CH. 332.130, THESE OCCUPATIONAL INDICATORS MAY INDICATE A POTENTIAL FOR CLAIMS OF UNWRITTEN TITLE OWNERSHIP. THE LEGAL RESOLUTION OF SUCH CLAIMS HAS NOT BEEN RESOLVED BY THIS BOUNDARY SURVEY. GENERAL INFQJ�•� Tg loN 1. Thte Boundary Line Adjustment is for the purpose of iderrtifying 4 building parcels from 12 city lots In Block 1303 of the "MAP OF THE CITY OF ANACORTES, WASHINGTON *1 2. Assessor's Account No. P58224, 3772-203-020-0008. 3. Land Description Information is from the First American Title Insurance Company, order No: Al10456 dated November 13, 2015. 4. Zoning: (R2) Residential Low Density. 5. Water Supply: City of Anacortes. 8. Sewer Disposal: City of Anocortes 7. Storm Sewer. City of Anocortes. 8. This a boundary survey only. Not all utilities were investigated. SECTION TIE SEE ROS AF #20041123017 PROPERTY AREA BEFORE BLA _ 35,919 SF (0,82 ACRES) ADDRESSESi LOT 1 1120 'Do AVENUE LOT 2 1118 'D' AVENUE LOT 3 111E 'D' AVENUE LOT 4 1114 'D' AVENUE PROPERTY OWNERS Classic Transitions LLC 13837 Redtall Ridge Lane Anacortes, WA 98221 ME OR UNDER HERRIGSTAD S OF T}1E RRI IN MAY ENGINEERING AND SURVEYI G 4320 WHISTLE LAKE ROAD, ANACORTES WA PHONE (360) 299-8804 SECTION 24, TOWNSHIP 35 N., RNG. 1 EAST, W.M. C11Y GF ANACORTES, SKAGff COUNTY, WASHINGTON, BLA-2016-�003 BOUNDARY LINE ADJUSTMENT FOR CLASSIC TRANSITIONS LLC SCALE DATE: J013 N0: 1"®40' May 2016 2015-73 DALE H. I DKH I 1 2 Herrigstad Survey �c Boundary Line Adjustment. Included in Permit Set for Informational Purposes. U L mN U O� Q¢ �NOco _ d3 �o Iz/zz/zots PERMIT CHECK SET 12/23/2016 PERMIT CHECK SET 12/26/2016 PERMIT SUBMITTAL SET Ot/09/2017 PERMIT UPDATE &CHECK SET oz/oB/eon PERMIT RESUBMITTAL SET �03/10/2017: FlRE WALL t BETWEEN RESIDENCE & ACCESSORY DWELUNG UNI' I z/z6/zon CHECK SET: ROOF OVER UPPER VIEW DECK, MASTER BEDROOM IAYOUT, GARAGE DOOR & GARAGE BAY WIDTH REMSIONS 01-o7-z01B 2 REMSED BUILDING PERMIT SET PER 12/28 REMSION`. NOTED ABOVE CO LEGEND J I I I FENCE .... _� X_.....-x-----x....._.. I I GAS PO ERGR411N4 POWER It SANITARY �.---.--- ;----- SEWER I I ` STORM Act I SEWER WATER MAIN SS144 FJ We A VGV 04 kIt let k It III NEW CONVEYANCE SWALE ,f SEE DETAIL SECTION C-C EX. SIGN - - S 89.25'42' E 379,75' 0"ll PLAT)tell -. _ SECTION C C — _ 11TH ST ET -it UTMPP.DVE➢, _ J REDWOOD NAPLEs) s� BP,U�SH WATER QUALITY TREATMENT I 6 RO i PVC SD , B n_ h j FOOTING DRRIN .. LOT 4 r . 02 6' R FD01 I wI' t L?t t- �c NAILBT7,ES ^�" <1 ik!Gike BUR CB tell EXIST ac I xe",.' ) CD'k" F30T[NCiV ON IIt 18 b 1' ' A�� } £DCf HINCKEND z UT Tl HOPE SD _ $ ISEC aPF •SECTION H-H z `•,, - ' _ °11484' —I ----- TYPEI b L -T �. im: fR .r, r 1 I — — — It N, I PEAR At —//47 — �DISCHARGE ___...... .,I , -PVC TO SWALEMARY 8' FIR . AT MJTLET�LS ' MADRONA 'IE=667' Hlp'D.INGTON � l _ CB PVC SD , k 22J� P DD ALLEY I — ! t�'-EXIST FR,CE Gil', ACV L r rt,: — _�, b' ROOF IIIlet I I SILT FENCE ALONG Lf.l NORTH PROPERTY LINE AS SHOWN w PER WSDOT STND PLAN H 1� I-3010-00 I 4' we 145' � Q i r EASEMENT SS NORTH SEDE OF ALLEY TO BE DEDICATE[{ TO THE CITY LU ANATER OIFF FOUR CLUSTER D FOUR (4) 5/8' WATER METERS I j CON:: vAL_ � �HOi'- 'FOOT - DRIVEWAY I ii ilcT. I j DRIVEWAY DR r II n OR VC SD HURLINGJO "p, I J I BURLINGTON CB AS NEEDED ✓yj NEEDED j '" 6' ROOF III r FOOTING. DRAIN l LET 2 Ll OT 1 I, N g It — — — +' _ 64 74,95' RCD OD 49 _ke S 89024'12' E 140_. a= Ilk . le ~~ �1_��' _ 12TH STREET _. S 6914'fY E 37940' — — — — STORM DRAIN NOTES: GRAPHIC SCALE A All Poy-vinyl Chloride Pipe (PVC) and OWN Shall conform to and meet the requtrements of the latest ASTM Specification 03034. Pipe 0 15 0 120 and Nftinits shall meet standard Dimension Ration 35, Provisions must be made far contraction and expansion at each Joint with a rubber ring, securely placed to prevent displacement. ) 8, All concrete starm pipe mall be rubber gasksted, reinforced concrete cuWart pipe conforming to section 9-G5.3(2) of the sold APWA IN PELT ) Standard Spedfioatlone. h with h 0 i Inch 30 fit. 20 ALLEY SECTION A —A N,T.S, ASPHALTSECTION NOTES (SECTION 5-05 AND SECTION 9 OF THE CURRENT PLANS AND SPECIFICATIONS FOR ROAD BRIDGE AND MUNICIPAL CONSTRUCTION. m 2" CLASS B ASPHALT m 2" CRUSHED SURFACING TOP COURSE ® Be GRAVEL BORROW EXISTING CONC. WALL WITH WORD FENCE 8'-Q" 12 ASPHALT CURB 1'-0' EXISTING COW, (TYPO 2' CURB WITH WOOD -�- ?9iFENCE �. Piz s-r. ASPHALT SECTION NOTES (SECTIOJ 5-05 AND SECTION 9 OF THE C(RENT PLANS AND SPECIFICATIGNS FOR ROAD BRIDGE AND MUNICIPAL CONSTRUCTION 2' HMA Ct. 1/2-INCH PG-6422 ASPHALT CONFORMING TO SECTION 5-04 OF THE CURRENT WSDOT SPEOFICATN)NSo COMPACTED 70 A MINIMUM OF 92X RICE DENSITY. WHERE PROPOSED ASPHALT ABUTS QTSDNO ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT FULL OEM AND TACK COATED IMMEQUnTELY BEFORE PAYING, ALL SURFACE JOINTS SHAH BE SEALED WITH AR-4000 OR EQUAL © 2' CRUSHED SURFACING TOP COURSE SHALL ODNFORM TO SECTION 9-03.9(3) OF THE CURRENT WSDOT 3PECIFlCATION$9 COMPACTED TO A MINIMUM OF 95% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1557 TESTING, © 8" GRAVEL BORROW PER SECTION 9-,01 (1) OF THE CURRENT WSOOT SPECIFICATIONS COMPACTED TO A MINIMUM ON 95X MAXIMUM DENSITY PER ASTM yk D-1557 TESTING. PERCENTAGE PASSING THE #200 SIEVE SHALL NOT EXCEED 5%. Nook THE EXCAVATED SUBGRADE SHALL BE FREE OF TOPSOIL, ORGANICS, AND OTHER DELETERIOUS MATERIAL, COMPACTED TO A MINIMUM OF 059 MAXIMUM DENSITY IN ACCORDANCE WITH ASTM 0-1557 TESTING, PREPARED CONFORMING TO SECTION 2-08.3(1) OF THE CURRENT STANDARD SPECIFICATIONS, COMPACTION TESTING IS REQUIRED OF ROAD SUBGRADE AND BORROW PRIOR TO PLACEMENT OF CRUSHED SURFACING BY A CERTIFIED SOILS TESTING COMPANY AT A MINIMUM OF 3 RANDOM POINTS ALONG EACH CONTINUOUS SECTION OF ROAD IMPROVEMENT AND BELOW SIDEWALKS, SEE CITY TESTING SCHEDULE, CONTRACTOR Cer Cis IS TO PROVIDE A PROCTOR AND SIEVE ANALYSIS PRIOR TO ANY CONSTRUCTION STARTING. AND COORDINATE TEST LOCATIONS WITH THE CITY REPRESENTATIVE, 16' ALLEY SECTION B—B N.T,S, / SOD SWALE SURFACE Oil VJFIENSPECIFIED INThE CONTRACT, INSTALL BACKl1P T� /� BUCONTRAPPOAT OR 7HTALL SAXTILE GEOTEXTILE FOR TEMPORARY SILT PENCE —� STIALE SECTION C—C SEE 3TO. SPEC. tkaf S(9}SJ '-SEE SN.SPEC, 433.2(i ). TABLE S ` N.T.S, \\\1 \ `ke I i C. A0 corruggated polyethylene pipes (CPLY) small be smooth Interim and manufactured from fah-denedv potyatMMne Hain, e a rrlwt or axwaa the requnsmente o} type III, Category 4 or S, Grade P33 or nqulrermnd of A4S TO M2d . A11 fi W and aeaeeorlse shall be manufactured and furnished by Oiw pipe eupplor. E. All fittings moll ha of like material as the pipe fumiehed by the pipe auDDlir. F. NI pipee shall be au@a61e for use m a gradly main �rdaR. EROSION CONTROL NOTES G, The and of oil roof end footing drain Stub outs moll be marked Storm Grain on a PVC pipe. H. The marker shall extend a minimum of 35 Inches shove the ground. the portion above the ground shall be labeled "Storm Sawer" with A A Certified Erosion sad Sediment Comrtrol Supervisor Is required. The ESC Supervisor must have attended and Erosion end Sediment block letters. It stroll also identify the Invert of the stub, Central doss wlihln 3-years from taday's date, Must provide certMlcatlm cord I. Ckon-outs shall have east iron roses. R The Certified Erosim and Sediment Control Supervisor wilt overture and be responsible far ail erosion contrd The facithles shall be K, Footing drains, coat down spouts and curtain drains are to be connected to the atom dranage system m "alas as shown an Me inspected day and mintaned to ensure proper flretlonng Written records shall be kept of weekly reviews and after every significant tolwWctlon plane. storm event of the ESC fadltles Bring the wet season (October I to April 30). Monthly reviews during the dry season My 1 to L. Minimum slope on roof and foundation drain stubs %hall be OhX and hove a minimum of 1 foot of cover. Roof drains and foundation September 30), Written romrds shall be turned Into the Project Manager or Inspector on a weekly basis at the weekly schedAed project drainpipes shall be constructed of PVC ASIW DN34 SOR 35. and ASTM F879. meetLlgs- M• Drainage outlets (Stub ate) shall be provided for see Individual lot Stub -outs sholl comfort to the fallowing: -- Each outlet mall be suitably located at the lowest elevallon on the let, so o to service all future roof downspouts, looting decline C. Shall be in piece per the approved set of plans prior to any censtructial start, driwweys, rd drains, area an other surlace or subsurface arolns neceaaa y to render loin suitable for their Intended use. Each ou0et shag how free -'lowing, positive tire ril to on approved storm well conveyce system or to an approved outfail location. ice a day and madfled to meet the vrrraunrFng conditions as needed - Outleh on each lot shall be located with a section of PYC pipe marked "Storm" on the and of the pipe and shall extend 36 inches %bow the ground, Drolnoge ewemmtm are required for drainage syysatems designed to convey flows through Individual Iota. - The Engineer/Contractor le rpponable for caordinakinq the IcooBona of all stub out canveyoce ITnes With respect to ul711In (ag., Power. Developer and OevNapment Gas, Telephone. Coble, eta) - All IndMetal stub outs mall be privately owned and maintained by the lot owner. N, Catch basins at the Curb One shall be estimated 0.1 feet. acceptance of the CRY of Amcortes prior to acceptance of the project 0. All storm drainage structures, such are catch basins and manholes, not located within a traveled rimil adway or concretes sidewalk, G. Staketized construction entrances and roads shall be Installed at the beginning of construction and maintained daring the Jura %Nall hove laking lido, AI drainage structures o4socioted with a permanent detention facility shall +I a" locking Ills. All drainage structures the project Additional neowres may be required such as wash pads to ensure that aU paved areas are kept cleen No mud is allowed rated within a bits or wolking path shall have looking lids. P. All catch basins grates shall include the stamping "(hrtfoll to Stream, Dump No Pollutants". to enter ante City streets Q. Catch basins shall conform to Type I. Type II, or the Inlet Type as donnetl n said APWA Standards Specifications end Standard Plane with H Any sots exposed that eIU sot be disturbed Par two (2) days during the wet season or seven (7) days in the dry season shall be not Rep frame mad grate. ImmscFately stabilized with the approved ESC methods (seeding, nu(cming, plastic covering. etc) R. Catch basins must be set to time grads using no more than two (2) adjustment rings. S, The cost Inch frame may be placed flangge down an adjustment blocks in lieu of Pwaaet collar. The Inetnikne of catch boelne shall L Two (2) weeks prim to the beginning of the wet season (October U, at( dstFrbad areas shall be reviewed to Identify which ones can Include final adustment as may be Talk to finish grads, mritallallon within the paved roadway shall be par the City of AnucoMe Type I be seeded In preparation For the winter rains. Dist-rbed areas shalt ba seedsd Al am 1p week of the bealrnIN of the wwt swason. catch basin wig 18-nch baMar curb detail unless spsdfied as a thre-curb Inlet. A sketch map of those areas to be seeded and those areas to remain uncovered shall be subritted to the Protjeecct beamggeerr The Project T, Cost iron frame for Type I ontoh be* shall accommodate a 20-inch x 24-Inch grata. Manager can requh'e seeding h additional areas h order U protect surface raters, adjacent properties or d�alnaga fadrdes• V. The Contractor mall be required to place metalno tape over all non-matollic DiIPO. The mstolla tope shall be a minimum of 2 inches in A Penalties for an Erasion Con" Vldailom ore Subject to a 5300 to $1000 Foe under Chapter 17.66 - Penalties far Violation. Each Width and placed continuously the entire Isagth of the at" drain trench. day is considered a different Wolation. W, NI tranehas fa storm drape shag be In accordance With the Section 7 of the eurant WSDOT Specifications fen Reads, Bridges and Municipal Construction. Herrigstod Master Site Plon Anocortes Public Works Permit PW 16-066 DEV W M`ACTED NATIVE 801E BURY flEOTEXTILE IN TRENCH 64 -- 0" MAX. SPACING WI'7HCJT 3ACKUP SUPPOR' 10' - 0' MAX. Spoke AITH 3ACre S,.J1e -III lw� STD. SPEC. 6.af.3(9)A WJ 1, Maximise detention of atormwater by placing fence eater away from toe of slope es possible without encroerhing on senaiflva areas or oubvde of the cleating boundaries. 2 Install gilt fencing along contours whenever possible, Install the ends of the silt fence to point slightly up -slope to pre- 3. vem sediment ham flowing around the ends of the fence. P¢rform maintenance in accordance with Standard Specifications and 8.01.3(15), SILT FENCE DETAIL WSDOT STANDARD PLAN I-30,10-00 Included in Permit Set for PW #16-066-DEV '"s plar visa; `z appmwd or ccfslruz;nr '. aac�aanca wiir the City of ➢micm;sF ordbccaea and Dolistet, ktua canlonraan of the deagn wah gaDTroaes laws Is the solo •ewrcraiall'rtt kj if U:a prClosaiarsi ar.¢n'a', wnaea nano rS aka,: cppea• c, :F's eneaL N'en6 Plyi t p 'dreg 111901011 I aaml, a, perm d en '.les i ludhg hat aa: Imrsd for .M Ersdm,re,d Spaces Act. Face III Porml, Sa;e C+parncd a 'imorks khorkes Phiet, Federal Ned Rae sins, Hcicrd Fd vlan: L�iahars f1'mirat'aa Systam F✓Tits is the raapersd'nty air tco C_wsbpsr, Unuerse, cad thalr Crivrzar. w:e (aw'cann a:` Its ao l deal rat be m-vsae9 es mf at ramCliar<a with adafnaOle laws aid aarmil raaaframeris. CTPY ENGllYEER DATE The appeavel wUl expire one year Iran the dots t S17 1) SBRBT N]}O'.Y V REV.: A Hated above. DRAWN: D. BRRRIGSTAD CBRCK: D. BRRRIGSI'AD REV: A, July 2©, 2016 HBaRrl nformotionol Purposes. U N r lfi U c� Q Q'� O ;=vim �NOrcoo 0 >v� R unx 7 rc� a 12/22/2016 PERMIT CHECK SET' 12/23/2016 PERMIT CHECK SET 12/26/2016 PERMIT SUBMITTAL SET 01 /09/2017 PERMIT UPDATE &CHECK SET Dz/DB/za17 PERMIT RESUBMITTAL SET �03/10/2017: FIRE WALL 1 BETWEEN RESIDENCE & ACCESSORY DWELLING UNI' 12/2B/2017 CHECK SET: ROOF OVER UPPER VIEW DECK, MASTER BEDROOM LAYOUT, GARAGE DOOR & GARAGE BAY WIDTH REVISIONS D1-07-zD1e 2 REVISED BUILDING PERMIT SET PER 12/28 REVISION! NOTED ABOVE LEGEE�D +—�_—x— GAS LNDERGROI,YL ,w w POWER iP;N. $C . .P i:i.f -. FLRIN 1'0 TOP OF SAN2TARY r i SEWER a u STORK SEWER --.—.. WATER _ MAIN SSW � SRUS4 WFH2 A - W6V NC - _ I WMET a _ _ PEAR - �APPLE EX: SIGN 3HE S 89'2T420 E 379.73HST ET UNIMPROVED PEDd00D,MAPLE/ t MADRONA FIR R;SWG'OD n a -LOT 4 LOT, 3._.. 44 LF 6' = a W I T U ,sill I PVC SS'�/ - NAILEOXE$ SD Z t _ AT ADU m �� LLJ EXI$T:YC I E\I T FENCE GN 10 Lf b' GRA 'SL I; �' CO1 . F"_D"WS.. 40 LF 6' .� PVC SS ' RIVEwAv- { :PVC SS 4 .Cr,.S r i,. I W/ So B5 LF 6' .0 I �I jl AT HOUSE I1 I ;TY Er EII 1 `, AT HOUSE— PVC SS �� Y EdIST. '.NCE ON SIR ACE �. .� GRAPHIC SCALE 0 16 30 720 3 lash � 30 /E uur� seat �:� Mara Mw, paenta !ar�rnrc:rnr lwtUlcaaw« 5' Q1AN. SEWER PIPE � 7 II('�I a' A>��r •!�?���a'a"' aeb F, eccvaenu .i> CrMaeey ESS N(RN 90' - -SEE NOTE 2 � 5' DIAM, SEWER PLR€ 1 CRP �- 45' ELBOW S£E N]TE t .. ~'�-`dYE BRANC?i PROPERTY LIM1£ T'eE BRANCH SEE .Y7i TE 2 PROPERTY LWE SEWER MA3N 6EWER MAIN PLAID VIEW j PLAtW VIEW ag. ELEVATICN VIEW WYE CONNECTION .��ZY WSN. 45" HAA. ELEVATION VIEW TEE CONNECTION SIDE SEWER CONNECTIDN STANDARD PLAN B-65,20-00 vslQ 1 � I {. EXIST. SSMH I RIM=75,15' I I,E=bS,LD' - NEW INVERT FROM SWiH=7036' IINSIDE 'A6' DROP BOVL BY RElINER WITH 8' @tLET I SEE PROFILE DETAIL D SfEET C2 I, SSMH PROFILE DETAIL D III L� SANITARY SEWER NOTES: A, N PVC Sewer afar and nRings Mall cordorm to and mM ihs requWnwnla o£ the latest AStM apecNicationa D3034. Neo, - Plpe oM filSnge Mo11 meet Standard Dfinemion RaBo 35. - All sanitary sower pipe shall beer the mark of the Notbml SonBation FaundgDon. - All pips shag M suitable for use as a gravity sswar conduit. - Provleiona must be mode for eonGaeBon and axpanabn at each jdnt with a point with rubber rD,q, aecurdy plaeee to prevent - — dispineemant. - Pipe ¢boil bow Rexide joint¢. B. All fiNinge pad accaenodee shoal tb maroAfacWreA and fumlehetl ba' the pipe auppHar or be on gpDrowd equ3valeni ood how beA awn�or spigot con5gura0on identical ko that C1 ihs pipe. Manhole couplings gomesponding M the sin of the cower pipe shill ba C, Minimum B ihdr 3034 PVC aonitgry sewer pipe shall 6e used for all mdNine xwen. D. 6 mM PVC sonRary sewer ptpa shall !>a used for aide xwars 5Ne sewers will bs wed or aide xwxa will ba conaWctsd of o minimum slops al 2X as shown u, 1he plane and have a b inch teat tee/wys of the eriranity, pWgged and bbcWd for tearing and futuro we. 54a aewaro tea/wya Moll be factory mach with matchetl enAa for rubber gasket fKmge, no cut in lees Mall be Dsrmittad. A ails sewer groN Nat is Nsa than ?% may ba approved only by the Englnaer and the City of Anomrkn upon wdttan ngwsl. E. The end of sash sanitary ewer stub Mall be marked with a 4' 303d PVC pipe per the CR•j ai Angaortaa Guide9ne details, it Moll W placed e< the 8av Ilne of the stub and sMmd 4 fast above flNah+O grads. Thera slwll be a permonant mark labeled "SEWER" with a espth shown on the pips. F, Sgnnary sewer manhole Moll wntorn to the eumnt WSDOT SpeeAicaDCne for Roatle, 0ddgw and Municipal Conewettgn. G. San'dary eewmr manhole instolWBon Mall conform b the cumM W5D01' Specifica0ons far Roatle, Bridges and Municipal ConatruMion. H. Shallow manholes (Type IIIJ, laa9 than 5 feet need special aDDrovol and shall have precast fiat top. I. Joints between moMole wcdon¢ Shall be tongw a,W groove and Mall provide annular apoca to accammotlaL a rvbbsr ggsWt Rub6ar Agskat shall be installed properly to awid wotor inf'Ibation imo the manhole. J. N manholes hove rubber boots, the manholes shall be fadary cored and rubber booted. No mortar pipe seals. K. If manhole will have wAl hays aorN Imprsgnpted Callan, U+sy ¢hall M grouted maids and out. To W Inapechd pHor to bnakDll of Me rnonhda by the (atY of Amoortu Public World Inspector. L Pick hdee Mall be grouGd from the Inside and oWids. To ha inspected peer to bockfili of the manhole by Iha Clty Inspector. M. Manhole frames qnd Iida ahaN G eloped to oonforn to the ebset grades. N. Tha fbw channel inside wch manhole shall ba formed of noel-In-plooe Portland mment concrete. Channel shall haw o semi -circular arose-xcaon and smooth, un'Harm slope Iron inlet to nutlet Where Three or more pipes are connoted to orro manhole, the fbw oMnnel shall be ronnad to smoothy dinar flow Tenn ;aisles to outlet. O. Steps conslsllnA IN one (1) inch diameter hot bent and gdwNxed dafarmed ban shall ba inatalletl a! one (1) font canters. Each momM1ok shall bare a minimum d eight (8) inches of adjuetmaM bRck or concrete atlJuetinq fmgs batwaan the top of the cane and the bwe of the manhole frame. P. The goat Iron froma and cover Mall ba ba marked 'SEWER in rolaed latterinq, G. A low-preesuro air fast at 5 P91 for 15 minuW for sewer maim ie rpulred. PntesNng rc requksd. Raschedu4ng a failed feet may rerun N swarol days dNay des to oonfli<te with other proJscte. CaA 380.299.1855 N acMdula an inspection. R. The City ai Macortee Maintenance Camera crow will video Sanitary Sewer and Storm Sower mains to determine eleanfwsa, alignmreM antl proper betld'mg after Afros have been RUMstl. Coll the Pudic Warta Inspector at 36D199.1953 to achadule appointment. A8-HWR NOTICE REOUIRm. (SeaBon 7-17.3(2)H). S. AA manholes shoA be protaded from rntnnion or rocW, gravN, vests and other debris durfnq eonatruc0on. PW #16-066-DEV ibis plan shook 3 appnmd Iw oanaoucrbr: 'n gCCudenca wile, Na Cily of Aentct9s :Idinensea cH poNdae. .4ttW; mnferronoe d Lh deelQr 'ktn aPP'w:a�! inns �a the ails 'aepar3ibilYy dIna protaes;w' anq'new. 'arose acme era steno cppear cg jris sAaeL Aqurirq, oCTpNing will, col provah,5 auyPion kr d -ads �I, 3 1 nark a1 s q mW, end mma t at d g but t till h Tads Aat Facr. etMP - St 4s CapaM1m.=let ai isr ss R A.-. -Ms Px KN r i ps d F'n iJ,t,Q,� Pe rents tkt � -aRet CxtC a EI r t ye.m per 1 `h rsa:anshily a: the 9a"dcpar, Lcno:yar Cn4 rhsh Jmraar. `IY Iha Isaucr.¢ a ttia P`-'rtl ahcN rcF be c.nstrJet as f :a( or carlppaau 'wbh gppPq<de Ions Cnd p:rmit rrya-manta. ?'�lea CITY ENGINEER DATE 4,C,WL `� The eppnwl witl expire oae year tram the date noted above. REV, -, July 20, 2D16 Purposes. SIiBEl' N11}}D'',`` 4"lN JOB N0: 20la-73 0.AT&t Jul 9018 SOME: t"=S0' DRANK: D. %BRRIGSTAD SHBET � OF �? U N n tI) a Q� � LNm C r i�CV�O � J rcOn �o iz/zz/zols PERMIT CHECK SET' 12/23/2016 PERMIT CHECK SET 12/26/2016 PERMO SUBMITTAL SET Oi/09/2017 PERMIT UPDATE &CHECK SET 02/08/2017 PERMIT RE6UBMITTAL SET Q03/10/2017: FlRE WALL 1 BETWEEN RESIDENCE & ACCESSORY DWELLING UNI' 12/28/2017 CHECK SET: ROOF OVER UPPER VIEW DECK, MASTER BEDROOM LAYOUT, GARAGE DOOR & GARAGE BAY WIDTH REVISIONS 01-07-2018 2 REVISED BUILDING PERMIT SET PER 12/28 REVISION! NOTED ABOVE _ SNELTS REiSSUF:; Herrigstad Master Site Plan Anacortes Public Works Permit PW 16-066 DEV. Included in ermit Set for Informational Wall Type Legend Q CONCRETE FOUNDATION WALL General Notes 1. PROVIDE CONTINUOUS 4' ESLOTTED PVC FOUNDATION DRAINS SURROUNDED WITH FREE- DRMNING GRAVELS AND TIGHTUNED EXISTING TO DRAW W NW CORNER OF PROPERtt TO EXISONC BIO-SWALE 2. PROVIDE CLEANOUTS FOR FOUNDATION AND ROOF DRMNACE PIPES AT CORNERS AND TURNS. S. RUN FOUNDATION AND ROOF DRAINAGE IN SEPARATE TIGHT UNES TO DAYLIGHT AT NW PROPERtt CORNERww Go + - Oimamion in inches) LL,,mw N IINCHESTI,TOBOVE orr BELOW MEOREFOEFRENCE FlAOR ELEUVATION. REFFER TO WALL SECRONS • INDICATES LOCATION OF 5/8' DIAM. x IO' ANCHOR BOLT WITH HOOKED ENO. �INOIGTES LOCATION OF SIMPSON STHDI4J HOLD DOWN STRAP FASTENED WITH T30 I6d SINKER NAILS or SIMPSON HOU4-SOS2.5 AS ALTERNATIVE HOLDDOWN, REFER TO SiRUCTU ANALYSIS SKETCHES ATTACHED TO THESE DRAWINGS i0R ADDIDONAL INFORMATION. Key Notes O 4' CONCRETE SUB ON GRADE W/ 6Xfi WW MESH. PUCE SUB OVER SAND LAYER OVER e MIL. POLY OR BARRIER OVER 9' FREE DRAINING GRAVELS, PROVIDE CONTROL JOINTS IN SLAB AT 8'-0" O.C. EACH DIRECTION O IYPICALIY CENTEREOSCREENEDARCH ARCHITECTURAL ELEMENTS ABOVE -SEE ELEVATIONS TALL CRAWL O VENTED DOOR.D' FIELD VERIFY WELLEDEPTACCESSD WELL AND LOCKABLE DOOR HEIGHT. PROVIDE LIGHT SWITCH INSIDE DOOR AND LIGHTEp PATH TO EQUIPMENT © 3fi' WIDE X 48" TALL CRAWL SPACE LOCKABLE ACCESS DOOR AND WELL SIZE TO FlT WITHIN JACK ARCH. PROVIDE LIGHT SWITCH INSIDE OF DOOR AND UGHTED PATH FROM ACCESS DOOR TO LOCATION OF MECHANICAL EQUIPMENT, SEE BUILDING ELEVATIONS / //2�� QO5 COMMON FOUNDATION WALL WITH PT MUDSILL` RIPPED TO WIDTH FROM 3X12 L I ANTI TWO SEPARATE ZX4 STUD WALLS ABOVE EOMPRI6TNc`4'W0�'HDDR'^RRe'WALL BETWEEN RESIDENCE AND ADU, REFER TO SECTION DETAILS FOR INFORMATION ©6Xfi WOOD COLUMN CONTINUOUS FROM CRAWL SPACE FOOTING TO UNDERSIDE OF VIEW DECK AT SECOND FLOOR, ATTACH COLUMN TO 24'X24'XB' FOOTING WITTHH GALVANIZED SIMPSON C866. REINFORCE FOOTING WITH (2) j4 BARS EACH pIRECTION. ATTACH ADJOINING PSL CRAWL SPACE SUPPORT BEAMS TO COLUMN WITH WITH SIMPSON HUC0412-SDS D WOOD POST ( O ABU44ZEADJ P/O/S(T( )CA)BASE CABU46Z AT COSCTION 7A)4X(5 PT AON 244 20N 7A) WITH SIMPSON 451B" CONCRETE FOOTING USE SIMPSON PC42Z WHEN BEAM RUN C4 BARS EACH ONTINUOUS OVER POST AND SIMPSON EPC47 AT ENO POSTS ADJACENT TO FOUNDATION WALLS © SAME AS NOTE 7 EXCEPT PLACE POST AND SIMPSON BASE ON EXTENSION OF ADJACENT FOOTING, USE 4X6 POST AT CONDITION BA O WITH CALV SIMPSON CO6NNECTED TO FOUNDATION WALLS ALTERNATE METHOD: 4X4 WOOD COLUMNS CONNECTED TO FOUNDARON WALLS WITH G4LV SIMPSON CB" WITH WRAPPED COLUMN TRIMS, VERIFY WITH OWNER WHICH METHOD IS PREFERRED. IF ♦X4P CONCRETE FOUNDATION STEM WALL MAY BE REDUCED FROM 10 TO B WIDTH. 10 6Xfi W000 COLUMNS CONNECTED TO CONCRETE PUNTH WITH GALN SIMPSON C866 P R F E . F JRF 1 C ' i i� O I ....� CAf C,i t .E' h 1 1H._.._ 'h R .,..1.'iON f i'Pli. . Q SIMPSON HOEDOWN. SEE GENERAL NOTES ABOVE AND FOUNpATION PUN FOR LOCATIONS tO.` CAPS FlREp FURNACE AND HOT WATER HEATERS LOCATED HERE, SEE KEY NOTES 3 h 4 FOR PATHWAY UGHTING REQUIREMENT. ENGINEERED FLOOR JOISTS & SUBFLOORINC SYSTEM: 11-7/8' TJI SERIES 3fi0, SPACED O 1fi' O.C. WRH 3/4' 'EOGEGOLO' OR 'OURABONO' PLYWOOD SUBFIAORING GLUEII 8 SCREWED PER MANUFALNRER'S RECOMMENDATIONS. NOTE JOISTS AT OF BECK TO BE TJI SERIES 2304 SLOPING FOR DRAINAGE PER BUILDING SECTION ®REFERS TO SECTION DETAIL SKETCHES PROVIDED BY MITCHELL ENGINEERING. STRUCTURAL ANALYSIS AND SKETCHES ARE PRINTED ONTO 8-1/2:Y11" ANO ATTACHED TO ARCHITECTURAL DRAWINGS. REFER TO SHEET A6.5 FOR BRACED WALL LOCATIONS AND TYPES REFER TO STRUCTURAL PACKAGE FOR SHEAR WALL PANEL REQUIREMENTS. TYPICAL TOP OF FOUNDATION WALL IS 14,125" BELOW FIRST FLOOR REFERENCE ELEVATION. ' NOTE THAT THERE ARE 3 DIFFERENT CONDITIONS WHICH SET THE TOP OF FOUNDATION WALL< RELATIVE TO TI1E FLOOR REFERENCE ELEVATION: � f) TYPICAL TOP OF WALL AT 16.125' BELOW FlRSi FLOOR REFERENCE ELEVATION. 27 TOP OF WALL AT EAST GARAGE WALL, MAIN ENTRY PNO CONTINUING ALONC PERIMETER OFF ADU TO CRAWL SPACE ACCESS WELL, SHOWING Af 3.25' BELOW REF FLOOR ELEVATION, j TQ ACCOMOOATE JOISTS TO BE HUNG FROM THE MUDSILL. 3 ALONG GRID LINE B BETWEEN GR105 2 , 3 AT 1SAND BELOW REF FLOOR ELEVATION. REFER TO THIS PUN, BUILDING ELEVATIONS, SECTIONS AND STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. , 4;Y: i'ViCE.ON Ths'S D t.:7t TO ISIiaF .•,a:!VE 0L�� Foundation & =first Floor Framing Plan E 12/22/2016 PERMIT CHECK SET 12/23/2016 PERMIT CHECK SET 12/26/2016 PERMIT SUBMITTAL SET 01/09/2017 PERMIT UPDATE &CHECK SET 02/08/2017 PERMIT RESUBMITfAL SET ACCESSORY DWEWNC UNf 12/28/2011 CHECK SET: ROOF OVER UPPER VIEW DECK, MASTER BEDROOM LAYOUT, GARAGE DOOR & GARAGE BAY WIDTH REVISIONS 01-07-2018 2 REVISED BUILDING PERMIT SET PER 12/28 REVISION` NOTED ABOVE �_t SYEETS RESSJ=J VJ ♦= U AYYAY�� W c € yid' ❑� a U � �Q L 0 11� W o� ®IIt co N PR u DECK TIES PER SECTION DETAIL 1SA LOCATIONS - SEE FRAMING PLAN 15 16 T L I SECOND FLOOR FLOOR FRAMING NOT SHOWN HERE FOR CLARITY, REFER TO SHEET A6 FOR FLOOR SYSTEM FRAMING THIS AREA - AND SHEET A6.5 FOR BRACED WALL PANEL LOCATIONS fiX10 NIP MASTER TRUSS A11 BELOW C] C c; X\� I a HIP MASTER TRU55 r PRE-ENGINEERED HIP ROOF REFERS TO SECTION DETAIL SKETCHES PROVIDED BY MITCHELL ENGINEERING. STRUCTURAL ANALYSIS AND SKETCHES ARE PRINTED ONTO 8-1/2 X11" AND ATTACHED TO ARCHITECTURAL DRAWINGS. General Notes ROOF TRUSS MANUFACTURER TO PROVIDE SHOP DRAWINGS TO CONTRACTOR AND TO ARCHITECT FOR REVIEW OF DESIGN INTENT. CONTRACTOR TO KEEP SET OF ENGINEERED ROOF TRUSS DESIGN DRAWINGS ON SITE AND AVAILABLE DURING TIMES OF FRAMING INSPECTIONS, Key Notes O MATLH HEADER BEAM WIDTH TO COLUMN SIZE USED AT PORCH AREA (EIMER 4X4 OR 6X6) AS SELECTED IN CONSULTATION WITH OWNER AND ARCHITECT BASED ON DESIRED COLUMN FINISH. (EXPOSED COLUMN OR TRIMMED OUT) REFER TO FOUNDATION PLAN NOTE 9, O PREMANUFACTURE VELUX 'SUN TUNNEL' SKYLIGHT. COORDINATE WITH OWNER ON MODEL % INDICATES LOCATION OF PRE-MANUFACTUREO SKYLIGHTS X FlELD VERIFY MODEL, SIZE, AND LAYOUTS WITH OWNER, L-y ADDED NOTE REFERENCE RELATED TO 2rHOUR FIRE WALL 1 GRAPHICALLY CHANGED LOCATION OF SKYLIGHTS TO MOVE FURTHER OUT FROM FIRE WALL. REFER TO SHEET A6.5 FOR BRACED WALL PANEL LOCATIONS AND TYPES First Floor Roof Framing SCALE: 3/I6' =1'-0' 0' I' 2' S' S TYPICAL EXTERIOR WALL PER WALL SECTIONS FINISH FLOOR PER OWNER SELECTION EXTERIOR INTERIOR TJI FLOOR JOISTS S CRAWL PACE -FACE OF FOUNDATIONL FACE OF STUD DIMErvNaaION POINT 0 ®Section Detail at Top Hanging Floor Joists SCALE:1" = 1'-0" ,. ,....,... , ^ .._... 1.. �......__ti �..,.._.�.try...,..n._��...,�..��i•.1v._.�.�:.._: EXTERIOR � FIRST FLOOR (TOP OF SHEATING DIM PT) x 3 WALKWAY DRIVEWAY FINISH SURFACE n 0_ PROVIDE • FLAT 2X4 SOLID BLOCKING AT 24OC " • WHEN JOISTS ARE RUNNING PARALLEL TO CONCRETE FOUNDATION WALLS, EXTEND BLOCKING TO SECOND JOIST. 5 Section Detail at Top H GWB PANEL (2) I' USC GYPSUM LINER PANELS ROXUL 'SAFE-N-SOUND" INSULATION A3/!' AIR GAP EACH SIDE OF LINER PANELS 2' 'H' STUDS AT 24' O.C. 2" USG C-RUNNERS USC ALUMINUM BREAKAWAY CUPS FlRE BLOCKING WHERE APPUCABLE INTERIOR CRAWL SPACE OF FOUNDATION/ OF STUD DIME ION POINT ding Floor joists 1O Firewall Isometric QNOT TO SCALE REFER TO DETAIL 10 Al2 ANO TO USG PUBLICATION 54295 FOR FlRE WALL CONSTRU TION COMPONENTS ANO FASTENING REOUIREMENIS U Q a> ENO �JM 12/22/2016 PERMIT CHECK SET 12/23/2016 PERMIT CHECK SET 12/26/2016 PERMIT SUBMITTAL SET 01/09/2017 PERMIT UPDATE do CHECK SET Dz/oe/zon PERMIT RESUBMITTAL SET 03/10/2017: FlRE WALL 1 BETWEEN RESIDENCE k ACCESSORY DWELLING UNI" 12/28/2017 CHECK SET: ROOF OVER UPPER VIEW DECK, MASTER BEDROOM LAYOUT, GARAGE DOOR & GARAGE 84Y WIDTH REVISIONS 01-07-2018 2 REVISED BUILDING PERMIT SET PER 12/28 REVISION! NOTED ABOVE Au a.^IeTTS RE}`SLR=:; ROXUL 'SAFE-N-SOUND" INSULATION A3/!' AIR GAP EACH SIDE OF LINER PANELS 2' 'H' STUDS AT 24' O.C. 2" USG C-RUNNERS USC ALUMINUM BREAKAWAY CUPS FlRE BLOCKING WHERE APPUCABLE INTERIOR CRAWL SPACE OF FOUNDATION/ OF STUD DIME ION POINT ding Floor joists 1O Firewall Isometric QNOT TO SCALE REFER TO DETAIL 10 Al2 ANO TO USG PUBLICATION 54295 FOR FlRE WALL CONSTRU TION COMPONENTS ANO FASTENING REOUIREMENIS U Q a> ENO �JM 12/22/2016 PERMIT CHECK SET 12/23/2016 PERMIT CHECK SET 12/26/2016 PERMIT SUBMITTAL SET 01/09/2017 PERMIT UPDATE do CHECK SET Dz/oe/zon PERMIT RESUBMITTAL SET 03/10/2017: FlRE WALL 1 BETWEEN RESIDENCE k ACCESSORY DWELLING UNI" 12/28/2017 CHECK SET: ROOF OVER UPPER VIEW DECK, MASTER BEDROOM LAYOUT, GARAGE DOOR & GARAGE 84Y WIDTH REVISIONS 01-07-2018 2 REVISED BUILDING PERMIT SET PER 12/28 REVISION! NOTED ABOVE Au a.^IeTTS RE}`SLR=:; SYMBOL INDICA' DETNULCK� �`�I 2nd Floor Framing Plan SCALE: S/16' =1' ml z J � S-I/ %12 1 LULAA BEAM 4 44 E' > S IP TER RUSS { PZ ftt1 V`O eW" CRICKET ROOFlN BEHIND CHIMNEY r x -% Z 20 �� I �. 5-1/B%12 zo BEAM SET TOP OF UNDERSIDE 0 FAM TO DOUBLE TOP Y HI TER US j i t PRE-ENGINEERED... HI ROOF TRUSSES ® 24" OC z i z , A SR I HI MAST I USS IF1 _...-. ♦xt. ixlo , CONTRACTOR TO SUBMIT ENGINEERED ROOF TRUSS DESIGN TO THE CIN OF ANACORTES FDR APPROVALS. ROOF TRUSS MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR ARCHITECT REVIEW OF DESIGN INTENT. 7 Key Notes O PREMANUFACTURED SKYLIGHT. COORDINATE & CONFlRM FINISHED LOCATION AND TYPE WITH OWNER. 2nd Floor Roof Framing Plan E U O � Q Q� O tmm C r O �U� 12/22/2016 PERMIT CHECK SET 12/23/2016 PERMIT CHECK SEf 12/26/2016 PERMIT SUBMITTAL SET SET UPDATE &CHECK PERMIT RESUBMITTAL SET �03/10/2017: FlRE WALL 1 BETWEEN RESIDENCE k ACCESSORY DWELLING UNT 12/28/2017 CHECK SEi: ROOF OVER UPPER NEW DECK, MASTER BEDROOM LAYOUT, GARAGE DOOR k GARAGE BAY WIDTH REVISIONS 01-07-2018 2 REWSED BUILDING PERMIT SET PER 12/28 REVISION; NOTED ABOVE RE:FSu'� -„- 1 4..,,�,,, O L Pt—{ ' I PROWOE DECK TIES PER SECTION DETNL 15A qT (4) LOCATIONS —SEE FRAMING PLAN Pl-3 Oj SA is IT O RESIDENCE 1 I GARAGE I I a T 1 PI -a I P1-4 1 9 A11 SHEAR WALLS SHOWN ARE LOCATED BETWEEN 1ST AND 2ND FLOORS First Floor Braced Walls SCALE 3/16' =1'-0' 0' 1121 5' Shear Wall Schedule SHEAR WALL DESIGNATION MAIL SIZE NAIL SPACING ALLOWABLE SHEAR HEN/ FT b2 //Ff EDGES STUDS TOP/BTM PLATE BLOCKING RE00 Pt-6 8d BY 120 6' YES 210 PI—{ Btl 4' 120 4' YES 310 Pl-3 8d 3' 12" 3' YES 400 Pl-2 Btl 2' 120 2' YES 525 P2-3 8d 3' 12' 3' YES 800 P2-2 8d 2' 12' 3' YES 1050 SHEAR WALL NOTES: A.PA RATED PLYWOOD OR ORIENTED STRAND BOARD (O.S.BJ ON ONE SIDE OF WALL A.P.A. RATED PLYWOOD OR ORIENTED STRAND BOARD ON EACH 510E OF WALL. 2. FOR Pt-3, PI-2, P2-3, k P2-2 SHEAR WALLS USA 3% STUDS AT ADJOINING PANEL EDGES. NAILING SHALL BE STAGGERED. 3, NAILS SHALL Bd COMMON (d BOTH INCH) {. WHERE PLYWOOD IS INSTALLED ON BOTH SIDES OF WALL, PLYWOOD JOINTS SHALL SHALL ON SEPARATE STUDS EACH SIDE, 5, ALL PANEL EDGES BACKED WITH 2 INCH NOMINAL FRAMING FOR P1—fi @ P1-4 SHEAR WALL ALL PANEL EDGES BACKED WITH AL FRAMING TI ALLY, P1-2, NAILS d: 10 IN SHEAR WALLS, INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY, SPACE NAILS O 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS, 6, ALL ANCHOR BOLTS SHALL BE INSTALLED WITH HOT GIPPED GALVANIZED PLATE WASHERS. 7, REFER TO FOUNDATION PUN FOR ANCHOR ED. SIZE, SPACING AND MUDSILL/RIM CONNECTIONS, ENGINEER'S SHEAR WALL SCHEDULE ATTACHED HERE FOR CONVENIENCE REFER TO COVER SHEET FOR STRUCTURAL ENGINEER'S FRAMING DETAILS Symbol Legend INDICATES BRACED SHEAR WALL p1 _a INDICATES BRACED WALL CONSTRUCTION TYPE REFER TO ATTACHED STRUCTURAL ANALYSIS FOR DETAILS AND REQUIREMENTS Key Notes FJ INDICATES LOCATION OF SIMPSON SMD14J HOLD DOWN STRAP FASTENED WITH (30) I6d SINKER NAILS. REFER TO STRUCTURAL ANALYSIS SKETCHES ATTACHED TO THESE DRAWINGS FOR ADDITIONAL INFORMATION, b b �I1 SHEAR WALLS SHOWN ARE LOCATED BETWEEN 2NO FLOOR AND ROOF Second Floor Braced Walls SCALE: 3/i6' =1'-0' s' U L C 6D Q� U Hc; tT N O� 3 �U� w 12/22/2016 PERMIT CHECK SET 12/23/2016 PERMB CHECK SET 12/26/2016 PERMIT SUBMITFAL SET O1/09/2017 PERMIT UPDATE &CHECK SET 02/OS/2017 PERMIT RESUBMITTAL SET �OS/10/2017: FlRE WALL 1 BEFWEEN RESIDENCE k ACCESSORY DWELUNG UNI 1z/zB/zon CHECK SET: ROOF OVER UPPEF VIEW DECK, MASTER BEDROOM LAYOUT, GARAGE DOOR & GARAGE BAY WIDTH REVISIONS Ot-07-2018 2 REVISED BUILDING PERMIT SEi PER 12/28 REVISION' NOTED ABOVE P.E;SJUFo Wall &Opening Type Legend 2X6 STUD FRAMING O 16' O.C. ® 2X4 STUD FRAMING O 16' O.C. N U � o0 0 INDICATES LOCATION AND EXTENT OF ENHANCED FIRE PROTECTION Q WALL. PROVIDE ES 1/2' 11PE X GWB ON SIDE OF FRAMING OPPOSITE �Q OF PLYWOOD SH THING. 12'� INDICATLOCATION AND EXTENT OF 2-HOUR RATED FIRE WALL QREFER TO WALL SECTIONS AND DETAILS. O -O _ 0 INDICATES LOCATION AND EXTENT OF 5rB' TYPE % GWB AT INTERIOR SURFACE .0 O) 1p OF FRAMING TQ PROVIDE ONE HOUR FRE PROTECTION IN LIEU OF EXTENDING U t- FIRE WALL 18 BEYOND END WALLS. TYPE X GWB TO EXTEND A MINUMUM OF 4 FT ON EITHER SIDE OF FIRE WALL ENDS. Oi N O :3 CD PROVIDE ACOUSTICAL SOUND INSULATION BETWEEN RESIDENCE AND ADU AS O 00 PARTITIONS i0MRE EIVE ACOUSON WALL TIICAL NSUU ATL VERIFY TIION. ITH OWNER ADDITIONAL INTERIOR Q (Q J REFER TO WALL SECTIONS FOR TYPICAL INSULATION VALUES FOR WALLS, BOORS, AND CEILINGS. Abbreviations & Symbols L0: CASED OPENING o FX: Fl%ED GLAZING u PD: POCKET DOOR PR: PAIRSUlm SC: SOLID CORE - SH: SINGLE HUNG �d 190 TW: TWENtt MINUTE RATING ]] SS: SIDE SLIDING 24X42 WION % HEIGHT OF OPENING 2 gH SMOKE DETECTOR QCO DETECTOR ® EXHAUST FAN (REFER TO KEY NOTES) m EGRESS WINDOW 12/22/2016 Q TEMPERED GVSS PERMIT CHECK SET 12/23/2016 General Notes PERMIT CHECK SET 12/26/2016 ME TOT BEM COORISHES FIXTURESAND EQUIPMENT SELECTIONS PERMIT SUBMITTAL SET ITEMS GRAPXICALLY PORTRAYED IN THESE DRAWINGS MAY DIFFER FROM ACTUAL 01/09/2017 ORDERINGROR RINSTALLLLLING ANY FINISH NA RIMS OR SYSWITH TEMS ER PRIOR TO PERMIT UPDATE & CHECK SET DESIGN CpPLE,RMITnNG AND INSTALLATION OF ALL MECHANICqL HVAC, PLUMBING, 02/08/2017 COORDINATE WITH OWNER ONT THESE ITEMS. ARE BY OTHERS. PERMIT RESUBMITTAL SET JT?r!rY 1^7:`ERIFOR PART, rQjN` r.AYD' YS W.` _, 011VNE i{ r,uL'i2 �03/10/2017: FIRE WALL TC Na 1 BETWEEN RESIDENCE & ACCESSORY DWELLING UW 12/28/2017 Floor Plan Key Notes CHECK SET: ROOF OVER UPPER VIEW DECK, MASTER BEDROOM O PROVIDE COMBUSTION AIR FOR GAS FIREPLACES PER IMC CHAPTER 7 REQUIREMENTS. LAYOUT, GARAGE DOOR & COMBUSTION AIR REQUIREMENT MAY BE DELETED IN THE EVENT THE OWNER CHOSES GARAGE BAY WIDTH REVISIONS DIRECT -VENT GAS FIREPLACES. COORDINATE WITH OWNER ON MODEL AND STYLE. 01-07-2018 O PRONOE FURRING AS NECESSARY AT SHEAR WALLS TO ENSURE FINISH SURFACES OF REVISED BUILDING PERMIT INTERIOR WALLS ME IN ALIGNMENT ACROSS THE WIOM OF THE INTERIOR SPACE. SET PER 12/28 REVISION; O5 PREMANUFACTURED SKYLIGHT ABOVE. VELUX OR EQUAL, COORDINATE SELECTION NOTED ABOVE OF STYLE, S1ZE 7 LOCATIONS WITH OWNER © PREMANUFACTURED VELUX 'SUN TUNNEL' SKYLIGHT OVERHEAD, COORDINATE SELECTION OF ST1E AND SIZE WITH OWNER OBATHROOM & UTIUTY ROOM EXHAUST FANS WITH MINIMUM AIR FLOW RATE OF 10 CFM AND MAXIMUM OF 90 CFM WITH MINIMUM EFFICACY OF 1,4 CFM/WATT, COORDINATE WITH MECHANICAL SUBCONTRACTOR & OWNER FOR SELECTED MODELS. ©KITCHEN RANGE HOOD EXHAUST FAN WITH MINIMUM EFFICACY OF 2.8 CFM/WATT. COORDINATE WITH MECHANICAL SUBCONTRACTOR & OWNER FOR SELECTED MODELS. O SNOWERHEADS & SINK FAUCETS WITH MAXIMUM FLOW RATE OF 1.75 GPM O BUILT-IN FLOOR -CEILING UNEN CABINET -' Og WALL CABINET ON WALL ABOVE AND BEHIND TOILET. �Z Square Footage Summary < � y First Floor � Conditioned Space = V RESIDENCE: 1,964.0 SF ACCESSORY DWELLING UNIT: 900.0 SF 1 FIRST FLOOR CONDITIONED: 2,864.0 SF Un-conditioned Space >_ N RESIDENCE GARAGE: 798.0 SF moo RESIDENCE COVERED PORCHES: 328.5 SF ADU CARPORT/STORAGE: 328.0 SF C (� FIRST FLOOR UNCONDITIONED: 1,454.5 SF i U) Q y TOTAL LOT COVERAGE: 4,318.5 SF 1 a Vi p - t M Q m 7 Second Floor ? Conditioned Space RESIDENCE: 1,227.0 SF S ACCESSORY DWELLING UNIT: 0.0 SF SECOND FLOOR CONDITIONED: 1,227.. SF ' Un-conditioned Space i VIEW DECK 195.0 SF i ACCESSORY DWELLING UNIT: 0.0 SF } SECOND FLOOR UNCONDITIONED: 195.0 SF TOTAL SECOND FLOOR: 1,422.0 SF { > TOTAL FINISHED LIVING SPACE J 1 RESIDENCE: 3,191.0 SF L ADU: 900.0 SF ? TOTAL CONDITIONED SPACE: 49091.0 SF j O N _ 'J�21 ssd - L oor Plan 1A r: IL S ,aa E / \� 1 Wall &Opening Type Legend STUD FRAMING O 16' O.C. STUD FRAMING O 16' O.C. VERIFY WITH OWNER WHICH INTERIOR PMORONS ARE TO RECEIVE ACOUSTICAL INSULATION. FLOORST AND CE UENGS.NS FOR TYPICAL INSULATION VALUES FOR WADS, Abhrevla8ons &Symbols C0: CPSEO OPENING fX: FIXED GUZING PD: POCKET ODOR PR: PNRS SG SOUO COflE SH: SINGLE HUNG TV: TWENTY MINUTE RATING ss: sIDE suDlNc 24%42 = WIDN X HEIGHT OF OPENING DETECTOR \@,CO DETECTOR ® EXHAUST FAN (REFER TO KEYNOTES) m EGRESS WINDOW p TEMPERED CUSS General Notes ALL MATERUL, FINISHES FIXTURES ANO EOUIPMENi SELECTIONS ITEMS GRBAEPHILALLY PORTRAYED IN THESE DRAWINGS MAY DIFFER FROM ACTUAL OWNER PREFERENCES, SO VERIFY ALL SLEcnONS WITH NE OWNER PRIOR TO ORDERING OR INSTALUNG ANY FINISH MATERIALS OR SYSTEMS DESIGNj�PLE,RMITRNG AND INSTALLATION OF ALL MECHANICAL HVAC, PLUMBING, COORDINATE 1UYIGTHT0IGYNEERR ONOTHESE ITTEMS. ARE BY OTHERS. FR:rY ;iJ?t"RiOR PtiNTiRON tliY;:tl''S WiTti iiNrVf'R r r"riJh' v .r�_tairne. Floor Plan Key Notes Oj PREMANUFACTURED VELU% 'SUN TUNNEL' SKYLIGHT OVERHEAD. COORDINATE SELECTION OF STYLE AND SIZE WITH OWNER OPREMANUFACTURED SKYLIGHTS TO FIT INTO 24' SPACING OF ROOF TRUSSES SEE FRAMING AND FLOOR PLANS, O MA%IMUMMOF 90 CFMRAUST FWITH IMINIMIUM EFFICACY OF NIMUM AIR FLOW 1,4T C M/WATT,OF 10 M AND COORDINATE WITH MECHANICAL SUBCONTRACTOR k OWNER FOR SELECTED MODELS. O4 SHOWERXEAD WITH MMIMUM FLOW RATE OF 1,75 GPM U INDICATES AREA OF 5/0' TYPE X GWB FIRE PROTECTION AT UNDERSIDE OF _ ROOF SHEATHING PER BECKON DETAIL 10/Al2. ALTERNATIVE TO GWB IS USE OF FIRE -TREATED ROOF SHUTHING IN UUE OF CWB E%TENOING MIN OF 4EACH Q510E OF FIRE WALL, =1oor Plan 12/22/2016 PER 02/08/2017 CHECK SEF 12/23/2016 PERMIT CHECK SEf 12/26/2016 PERMIT SUBMITTAL SET 01 /09/2017 PERMIT UPDATE &CHECK SET PERMIT RESUBMRTAL SET 12/za/zan ACCESSORY DWELLING UNI' CHECK SET: ROOF OVER UPPER VIEW DECK, MASTER BEDROOM LAYOUTGARAGE DOOR & GARAGE , SAY WIDTH REVISIONS Oi-07-2018 2 REVISED BUILDING PERMIT SEi PER 12/28 REVISION! NOTED ABOVE A11 _TOP OF PLATE - _ ITH OWNER ON SCUPPER DESIGN FOR VIEW DECK SURFACE SECOND FLOOR ul in I U, HUI U Symbol Legend 1n ❑E EGRESS WINDOW L O N ❑T TEMPERE00 D GLASS i C 0 WINDOWS TO HAVE A MAXIMUM U-VALUE OF 0,28 N -O O (D C r 0) NOO O 00 ��� wx E16 NFit- F � .r-�:.�-.r-„-vv-„•w�.r-�,..,r-•,,..,,,,..v'v..r_�.-.r.,�,...�.-v-,.,.-.,,-.,. � mW =a I 16 ALINE OF MAX 16 FT ACCESSORY HT IN REAR YARD SETBACK - 0 Oa U of I FIRST FLOOR THINSTONE VENEER o ELEV. 71.0' ..�� --_ _ o. Z FINISH DE — '. — — -- a ::I -------- [LLINEOF GRADE � I r- ; of I — ESTIMATED LIME OF ORIGINAL E��ING GRADE— AVERAGE NATU�AL GRADE 12a ALONG WEST it LINE 1 y NMI ------------- ---------'� __--- — ------------I > 2a LINE OF 20' REAR YARD BAll All , CONCRETE STARWAY DOWN TO LANDING CE AND West Elevation A MECHANICAL FLOOR EQUIPMENT, ATWELL FOR ACCESS TO E OWERWL ALAND LANDING AND MECHANICAL EQUIPMENT. 3' CONCRETE DAMN AT ENTRY TO CRAWL SPACE, SCALE: 1/4" =1'-0" 2 1111141 LI LrVF uLL jl?''- ..I_L r L aC;LON ;..€is Tom' EN"DIJt�'v i 12/22/2016 PERMIT CHECK SET 12/23/2016 TOP OF PLATE PERMIT CHECK SET ,2/26/2016 AT GARAGE o o Z PERMIT SUBMITTAL SET 01/09/2017 Y 1 PERMIT UPDATE & CHECK SET a m { 02/08/2017 PERMIT RESUBMITTAL SET b = y L 03/10/2017: FIRE WALL z oLL� BETWEEN RESIDENCE & I w ACCESSORY DWELLING UNT a o j 12/28/2017 CHECK SET: ROOF OVER UPPER _ FIRST FLOOR VIEW DECK, MASTER BEDROOM GARAGE — LINE OF ORI IN EXISTING GRADE GGAARAGE SAY WDTHUT. GARAGE OREVISIONS 01-07-2018 Z REVISED BUILDING PERMIT I SET PER 12/28 REVISION'. NOTED ABOVE a 9' GARAGE ACCESSORY USE uuuo Euuu WOOD BAND TRIM ffl T 41 LTILI T T ❑.. 771 - - - SLOPING PAVED ENTRY WALK " RAMP 2 .. .. _ .:. .' r-------- ------ - - ------ - - LINE OF ORIGINAL EXISTING GRADE 5 I I AT SOUTH WALL OF GARAGE AS _-------� -- ____I A ESTIMATED LINE OF ORIGINAL EXISTING GRADE L - - - _ _ _ _ _ J SIDING "ARTISAN NATURAL STONE VENEER PABCO RLAMINATED NAANE WIDTH PATTERN SIDING WROOF SHINGLES EXPOSED CONCRETESouth Elevation MFIISH5 FACTORY PAINTED FINISH AS SELECTED ANIUEBLACKCOLOR❑ SCALE: 1/4" =1'-O" Building Elevation Material Legend 12° A, t ,Symbol Legend 1 B 1 �ffl EGRESS WINDOW f> ❑T TEMPERED GLASS ( _ \ WINDOWS TO HAVE A MAXIMUM U-VALUE OF 0.28 i 1 1 12 I i 4 i t zJ I ( CONTRACTOR TO COORDINATE WITH ARCHITECT & ww �• �� �� OWNER ON SCUPPER DESIGN FOR DRAINING OF VIEW DECK SURFACE am I LINE OF MAX 16 FT ACCESSORY HT IN REAR YARD SETBACK s V~ m E T / WOOD BAND TRIM 1 OOZ IF U Q N ❑❑ ❑❑ ❑ ❑❑ ❑❑ ❑❑ T T T T ❑T (] © ❑T fT ❑T O z o ALLEY aQo I T T LINE OF ORIGINAL - .. • . .. , ., _ - - - EXI TING GRADE _ - - Z ,ti.._ti..,,,•I^ 41 }-. �,--'� ,..4.._........r._,•._�r�r�..{...n_.f......✓v,.��•��.r�.i..�....r...,.-. ...N•I.. '-' �' ESTIMATED LINE OF ORIGINAL EXISTING GRADE _ A5 AS U I ----7 --I—� -.L ---- I 1 I dIFFIF — w- - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — —— a ---------------------� ____ I 1 1 ---—J------ L.—J. ---- lAll---- --I -------- ¢ —AVERAGE NATURAL GRADE a ALONGf GARAGE &EAST BUILDING WALL LINE �----L-�-----------------------------9' GARAGE ACCESSORY USESETBACK FROM PROP LINE LINE OF 20' REAR YARD BUILDING SETBACK SEE KEYNOTE 3 ON FOUNDATION PLAN FOR CRAWL SPACE DOOR AND EQUIPMENT ACCESS NOTES. A71 �s-i...,.:,r•._......�r;..r•.�.�.�.._�....:` �...,.,.i..-r._..�_n_.r....mow-._.n...�_�:..�,...r_._J SEE SHEET A-9 FOR NOTES IN COMMON A East Elevation SCALE: 1/4" =1'-0 n� s >f�i C t h }";, ti yr f r H 1 '1 SUP"" r- -..-..-v-•..-..^,,•.,�...�._�..�i-.�-✓zr-�� ..-� 1 : .i.,�..+.� 11 P — CONTRACTOR TO COORDINATE WITH ARCHITECT & OWYYYYYYtlER ON SCUPPER DESIGN FOR DRAINING OF T II IIII T II IIII T • � 6" RISERS, 12" TREADS _�•,.,.. .. .,..._. :._.�._.. ...�.. �:�..� .. ......i'_.. _ VERIFY WITH FINAL PATIO GRADE N rI - — ESTIMATED LINE OF ORIGINAL EXISTING GRADE --- -------------------------------1------- ------------- ----------------- N A A; ° orth Elevation A11 SCALE: 1/4" -1'-0" U N r Q Q� U LC� m CANO o ��o J M ,E �H 12/22/2016 PERMIT CHECK SET 12/23/2016 PERMIT CHECK SEf 12/26/2016 PERMIT SUBMITTAL SET 01 /09/2017 PERMIT UPDATE &CHECK SET oz/os/zon PERMIT RESUBMITIAL SET FlRE WALL BETWEEN RESIDENCE & ACCESSORY DWELLING UNI' 12/28/2017 CHECK SEf: ROOF OVER UPPER VIEW DECK, MASTER BEDROOM LAYOUT, GARAGE DOOR & GARAGE BAY WIDTH REVISIONS �01-07-2018 2 RENTED BUILDING PERMIT SET PER 12/28 REVISION! UI NOTED ABOVE G PROVIDE 5/8" TYPE X GWB FASTENED AT 6" CENTERS EACH WAY AT PANEL EDGES AND FIELDS AT AREAS UNDER BEDROOMS ABOVE. WHILE NOT REQUIRED BY CODE, CONTINUE TYPE X GWB AT 12 REMAINDER OF GARAGE CEILINGS AND BEAM WRAPS, AND AT WALL DECK SURFACE TO BE" WATERPR00f VIN1Y� MEMBRANE %r�'�'""""��" _'--V-, w-"(�'� """'�� 4 BETWEEN RESIDENCE AND GARAGE. PRODUCT SIMILAR TO DEX-O-TEX OR 'DURADEK". j OVER PLYWOOD SUSSHEATHING. \ I CONTRACTOR TO COORDINATE WITH ARCHITECT & / I OWNER ON SCUPPER DESIGN FOR SCUPPER } I I LOCATIONS AND DRAINING OF DECK SURFACE. TOP OF PLATE { = PS BEAMS SUPPORTING TOP HANGING 6x6 COLUMN BEYOND WITHIN LIVING ROOM l Ln z w. TJI�S. SEE FRAMING PLAN AND STRUCTURAL - -- io CRAWLSPACE°FOOTING AND UP TO OWN �0) - � ~o DETAILS ro SEEEFRAMENGF&WEND°PL4NSOOF STRUCTURE] zn? ff� FAMILY ROOM BATHROOM -BED OOM i' of WO I \15A 1 ST 12 SECOND FLOOR 4 ROD) DEC K - _ - - /,SCDPTN TJI / iI'S PER FRAMING PLAN - _ - .I TOP OF PLATE .. \-- - .. �- r..-�✓�- - _ ) TOP OF PLAT 2 it I LIV NG ROO ✓ v-. AT GARAGE _°. DI I G KITCHEN HALLWAY _. (ENTRY B fOND) ......;I } o .I GARAGE t UNHEATED - FIRST FLOOR 71 p t; - _ _ FIRST FLOOR TJI'S PER FRAMING PLAN cc GARAGE :._ CRAVIL SPACE 4 4 4& A -` -- --- --- - q A44 A PROVIDE 1/2" MOISTURE RESISTANT GWB AT "'- ' T� +5 CRAWL SPACE CEILINGS WHERE GAS -FIRED FURNACE AND WATER HEATERS ARE LOCATED - UNDER MAIN RESIDENCE AND ADU. Build i n g Section AA FOUNDATION PLAN FOR LOCATIONS AND NOTES, SCALE: 1/4" =1'-0" 2-HOUR RATED FIRE WALL TO RUN CONTINUOUS FROM TOP OF FOUNDATION i0 UNDERSIDE OF ROOF. REFER TO STRUCTURAL SKETCHES 10 $ 19 AND ARCHITECTURAL FLOOR PLANS AND 10 Al2 4'-0" 4'-O" fY r r t .,r EXTEND FIRE PROTECTION TO 4 FT EACH SIDE OF III FIRE WALL, REFER TO FLOOR AND ROOF PLANS FOR ADDITIONAL INFORMATION AND OPTIONS. I I TJI'S PER FRAMING PLAN Iw I I DECIK LIVING ROOM (KITCHEN BEYOND) WITH ARCHITECT & FOR DRAINING OF PORCH TOP OF PLATE SECOND FLOOR TOP OF PLATE FIRST FLOOR - � - ELEV. T. - - - - -- ----- ------ -}- I - - - - - - - - '------------ ------------ - - - --= -------------------- PROVIDE I - -- 1/2" MOISTURE RESISTANT GWB AT CRAWL SPACE CEILINGS WHERE GAS -FIRED Building Section B B FURNACE AND WATER HEATERS ARE LOCATED 1 SCALE: 1/4" =1'-O" 10 �� UNDER MAIN RESIDENCE AND ADU. SEE FOUNDATION PLAN FOR LOCATIONS AND NOTES. 11 12 1 36"X48" LOCKABLE CRAWL SPACE ACCESS OPP LEAR ACCESOR S ITH ON EXTERIIORASIDE OL. FRDOOR IN SITE BUILT CONCRETE WELL, PROVIDE FLOOR DRAIN ON EXTERIOR SIDE TIED TO ROOF DRAINAGE TIGHTLINES. SEE KEYNOTE 4 ON FOUNDATION PLAN FOR ADDITIONAL INFO U L Cd>>1 Q> U �cm rJ� 12/22/2016 PERMIT CHECK SEf 12/23/2016 PERMIT CHECK SEf 12/26/2016 PERMIT SUBMITTAL SET Ot/09/2017 PERMIT UPDATE &CHECK SET 02/OB/2017 PERMIT RESUBMITTAL SET Q03/10/2017: FIRE WALL 1 BETWEEN RESIDENCE & ACCESSORY DWELLING UNI' 12/28/2017 CHECK SEi: ROOF OVER UPPER NEW DECK, MASTER BEDROOM UIYOUT, GARAGE DOOR & GARAGE BAY WIDTH REVISIONS 01-07-2018 2 REVISED BUILDING PERMIT SET PER 12/28 REVISION`. NOTED ABOVE ps i - - - - - - - - - ' - EXTERIOR ROFFORT NOTES INECOMMON ��AIR FLOW PREMANUFACTURED ROOF TRUSSES 12 a�— _� TOP OF PLATE � 71� 3 O Q PAIINTED WOOD CEILING AT PORCH EXTEND 5/8" TYPE X GWB 4' OUT FROM BOTH ,SIDES OF WALL 8" TYPE X GWB UNDERSIDE OF ROOF EXTENDING 4' EA SIDE OF AREA SEP- 2-HOUR FIRE WALL CONSTRUCTION CONTINUOUS FROM FOUNDATION TO UNDERSIDE OF ROOF SHEATHING. CONSTRUCT PER USG DESIGN MANUAL SA 95 (UL DESIGN 336) AND PER IBC 706. v±;�i'i OF FIRE WELL :7ti SH<E? A.5 ..�L vJtdz:?.,�.; 11�" DO NOT ROUTE ANY BUILDING SYSTEMS THRU 3 COMMON WALL OTHER THAN ELECTRICAL GA RESIDENCE 2X4 WOOD STUDS AT 16" OC EACH SIDE OF COMMON WALL WITH PLYWOOD SHEAR PANEL APPLIED TO ADU SIDE 'OF WALL AND 1/2" GWB EACH SIDE AS FINISH SURFACE. PROVIDE 3" ROXUL SAFE N SOUND" BATT INSULATION IN BOTH WALLS AND (2) 1" SHEETROCK USG GYSPUM LINER PANELS IN THE 3" "GAP" SPACE BETWEEN THE FRAMING PER PER USG DESIGN MANUAL SA 925 AVAILABLE FOR DOWNLOAD AT THE USG WEBSITE WWW.USG.COMS CONTINUE WALL TO UNDERSIDE OF ROOF SHEATHING. AND SEAL ALL PENETRATIONS ON EACH TENANT SIDE WITH FIRE SEALANT. 2" USG C-RUNNER BASE TRACK & H CHANNELS VERT ® 24' OC BETWEEN LINER PANELS USG ALUMINUM BREAKAWAY CLIPS FIRST FLOOR (TOP OF SHEATING DIM PT) 1 /2" MOISTURE RESIS ANT GWB AT MECH EQUIP LOCATIONS WITHIN CR WL SPACES. SIMPSON ITS 2.37 11.88 TOP FLANGE GALVANIZED JOIST HANGARS , " PROVIDE GRACE 'WCOR" SELF ADHERING FLASHING BARRIER BETWEEN BACK OF JOIST HANGARS AND OVER TOP OF MUD SILL TO FULLY SEPARATE JOIST HANGARS FROM CONCRETE AND PT MUDSILL. REFER TO STRUCTURAL SKETCH 10 FOR SILL PLATE, ANCHORAGE, REINFORCEMENT, AND FRAMING NOTES CRAWL SPACE REFER TO STRUCTURAL SKETCH 10 FOR FOOTING AND FRAMING NOTES 6 MIL POLY VAPOR W 6" OVERLAPPING JOINTS AND CONTINUED 12" UP FOUNDATION WALL 10 Fire Wall SCALE: 1" = 1'- �., ADU CRAWL SPACE ... .. . " m 6,� 1 1 " 6" 1'-11" EXTERIOR I I I I 6X6 COLUMN BEYOND SIMPSON L90 AT BLOCKING AND SIMPSON H1 OR H2.5 AT EACH RAFTER FACE OF FOUNDATION/STUD DIM PT — DRIP FLASH AT SECOND FL00 � _ _ _ _ _ ROOF EDGE 4 TOP OF - PLATE i � 0 4 3'-0" � METAL GUTTER ON 4/4 X 5 FASCIA BOARD. HOLD GUTTER DOWN 1' FROM PROJECTION OF ROOF LINE 2X6 RAFTER EXTENSIONS 1X PAINTED VENTED TRIM OVER 2X VENTED BLOCKING WITH INSECT SCREEN. ©Eave/Roof THINSTONE VENEER CAST CONCRETE OR STONE WALL CAP PAINTED TRIM BOARD. SEE ELEVATION FOR LOCATIONS. PROVIDE METAL FLASHING O BETWEEN SIDING AND TRIM BOARD. I EXTERIOR PORCH � SECOND FLOOR -� 3 z LSL RIM BOARD. REFER TO STRUCTURAL - DETAIL 12 FOR TYPICAL CONDITION AND NAILING REQUIREMENTS AT PLATE -RIM 1-1/2" DIAM GALV METAL GUARDRAIL AND SILL PLATE CONNECTIONS — TOP OF PLATE �;:., ,__ LINE OF 6X6 COLUMN BEYOND _ ,' - II I , DOUBLE 2X4-PORCH WALL SHEATHED WITH 1JZ --PLYWOOD I 1{„ I � EACH SIDE WITH THINSTONE VENEER ON EXTERIOR AND INTERIOR , = SIDES. _ _ -Iw I I `� I I CONSTRUCT OANEUPROOF`D ECKING SURFACE. CONTINUE WATERTIGHT � _ ROVE PORCH:.DECK SURFACE. I I DRAIN SCUPPER OPENING FIRST FLOOR (TOP -OF PER ..ELEVATIONS I � I � SHEATING DIM Pi) 'I I L J'. TJI PORCH DECK FRAMING PER PLANS FACE MOUNT SIMPSON HANGARS HU359 CARRY WALL SHEATHING DOWN FULLY OVER SUPPORTING BEAM POSTS, COLUMNS AND BEAMS PER FOUNDATION PLAN REFER TO SECTION 12 FOR FOUNDATION NOTES CRAWL SPACE -- FACE OF FOUNDATION/STUD DIM PT 0 ©1st/2nd Floor EXTERIOR FIRST FLOOR (TOP OF SHEATING DIM PT) 1-1/4" LSL RIM JOIST, NP. TREATED 2X6 SILL PLATE SET WITH 5/8"X70" ANCHOR BOLTS AT 24" O.C. AND WITHIN 12' OF EACH CORNER, SECURED WITH 3"X3"X1/4" GALV PLATE WASHERS. SEE FOUNDATION PLAN FOR AND DETAIL REFERENCE LOCATIONS. REFER TO STRUCTURAL SKETCHES FOR SILL PLATE, ANCHORAGE, REINFORCEMENT, AND FRAMING NOTES EXTERIOR %� o= SECOND FLOOR SECOND FLOOR TYPICAL WALL: EXTERIOR SIDING MATERIAL AS SHOWN ON BUILDING ELEVATIONS OVER "M/EK' BLDG WRAP OVER 1/2" PLYWOOD WALL SHEATHING ON 2X6 STUDS AT 16" OC WITH R-21 GATT INSULATION AND 1/2" PAINTED GWB INTERIOR FINISH. PROVIDE 1/2" TYPE X MOISTURE RESISTANT GWB AT AREAS NOTED FOR ONE -HOUR FIRE SEPARATION. FIRST FLOOR NPICAL FLOOR: 3/4" T&C PLYWOOD FIOOR SHEATHING, GLUED AND SCREWED TO TJI'S FLOOR FRAMING. PROVIDE R-38 GATT INSUL AT FlRST FLOOR OVER CRAWL SPACE AND 1/2" MOISTURE RESISTANT GWB AT AREAS WITH GAS FIRED APPLIANCES LOCATED IN CRAWL SPACE. II - - - - - - - - - - - - I I i • i i GARAGE SLAB: 114" CONCRETE SLAB W/ WELDED WIRE �I I MESH. PLACE SLAB ON 2" SAND LAYER OVER 6 MIL POLY VAPOR RETARDER � WITH EDGES OVERLAPPED 6" MIN. AND THINSTONE VENEER WHERE OCCURS i� TAPED, OVER, COMPACTED FREE DRAINING SEE ELEVATIONS ii 5/8" MINUS WASHED ROCK. REFER TO STRUCTURAL SKETCHES & FOUNDATION PLAN FOR REINFORCEMENT � it CRAWL SPACE � li WALL THICKNESS VARIES -REFER � TO FOUNDATION PLAN i o II ^O; C i0-.. P� -tr+A IFS f, I ., I� c s �:� v y FINISH GRADE VARIES <. "" TO e e. I F I �:�i I r _�z '1 i'J SEE ELEVATIONS z _ T 17 _� q'••i F J :+ ? I +`�'.._ R fit% (2) COATS ATCO WATERPROOFING WITH ' - i GEOTEXTILE PROTECTIVE MAT OVER. � pASHED LINE INDICATES FOOTING SIZE AT I CONTINUE OVER TOP OF FOOTINGS BELOW. � WAILS >4' AND UP TO 6' TALL. SEE STRUCTURAL DETAIL 4A I I .. 6 MIL POLY VAPOR BARRIER W/ 6" OVERLAPPING SEALED JOINTS AND CONTINUED 12 UP FOUNDATION WALL IL r'' PERFORATED FOOTING DRAIN AND ' � -' � DOWNSPOUT TIGHT UNE � �•• ' r --� J OFoundation •• � �� ,• z — L — � .. 1• 8�� � 2 Typical Wall Section FACE OF STUDDDIMENSION POINT SCALE: 1" = 1'-0" U to U �� Q CW Q � -O _ U �c� EANO�o O �m� J n rc� �� rc�a �� - �< 1z/zz/zalfi PERMIT CHECK SET 12/23/2016 PERMIT CHECK SET 12/26/2016 PERMIT SUBMITTAL SET 01 /09/2017 PERMIT UPDATE &CHECK SET 02/08/2017 PERMIT RESUBMITTAL SEi �B3ERYEEN ORESIDENCE hL ACCESSORY DWELLING UNf 12/28/2017 CHECK SET: ROOF OVER UPPER NEW DECK, MASTER BEDROOM PAYOUT, GARAGE DOOR & GARAGE BAY WIDTH REVISIONS 01-07-2018 2 REVISED BUILDING PERMIT SEi PER 12/28 REVISION! NOTED ADOVE ALL 5itEE?S ,?_aSL�F�a; OU /(n� N �{/ 3� /U/_//��� �� E "�// �' N u ♦y '�"� U o `r m s U _.I �a