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HomeMy WebLinkAboutPermit File 1313 Portalis Court ieSit Y 0416 fri 4 0 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: 1313 Portalis Court Owner: Portalis LLC Constructed by: Portalis LLC Building Permit#: BLD-2014-0044 Date issued: February 28, 2014 Use Zone: CM-PUD Dated: March 3, 2015 Authorizing Official: 0::)e.741/ 7/ GA4Y O.•04. City of Anacortes Permit#: BLD-2014-0044 ` , 904 6th Street - ,� 'lillallernal f Issue date: 02/28/2014 P.O.Box 547 Expire date: 08/27/2015 li— \ " Anacortes, WA 98221-0547 \- . f (360) 293-1901 Job Address: 1313 PORTALIS CT Permit Type: Single Family Residence Permit ANACORTES WA 98221-4049 Project: APN: P122181 Remarks: New single family residence per approved plans. Owner: 496404 WASHINGTON INC Contractor: PORTALIS LLC Address: 4819 PORTALIS WAY Address: 4819 PORTALIS WAY ANACORTES WA 98221-4031 ANACORTES WA 98221-4031 Phone: Phone: (360)202-6145 License#: PORTAL*895L2 General Information: Fees: 1st Floor Square Footage 1873 Plan Review Deposit 100.00 2nd Floor Square Footage 500 Building Permit Fee 2,029.75 Garage Square Footage 506 Plan Review Fee 1,219.34 Deck Square Footage 162 Mechanical Permit Fees 121.90 Building Valuation 284800 Plumbing Permit Fee 125.00 # Forced Air Furnace<=1,000 1 State Building Code Fee 4.50 #of Bathtubs 1 Sewer Inspection Fee 50.00 #of Clothes Dryers 1 Storm Drain GFC-Residential 1,301.00 #of Clothes Washers 1 Sewer GFC-Residential 7,851.00 #of Dishwashers 1 Park Impact Fee 615.00 #of Gas Fireplace 1 Traffic Impact Fee 900.00 #of Gas Piping 1 Total Calculated: 14,317.49 #of Gas Water Heaters 1 Deposits/Receipts: 200.00 #of Water Piping 1 #of Hose Bibbs 2 Total Due: 14,117.49 #of Kitchen Sinks 1 #of Lavatories 3 ,w, --a ..ti al. 4I:1 ICI "xi, -, ;-• to f".. ,t, #of Range Hoods 1 -f • 2 '24 ; 1 ,:.:a , , #of Showers 2 m Li: ,). ¢••-, • CI ;.V :Y, in i:1 ,-¢ #of Ventilation Fans 5 :7:: f-, .-1- 1-,- 1 VI as ,i- 44. -4. 0 #of Water Closets 3 `.'• M. 1 •`'"f C. t`. CI 0I7.f Cr.. -..1 .' ril 4. C. co 2> ml .4, "r:. r"- ,--, g; Z Iz' ;1 il} -I as 3... ([, �il H S `-.1 of (;i }'[, ,"p• ,.L1 X. a It, fj;I r_ rn _.a r THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAS,tR•1 I+. CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMM.E'J ED::I I : HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PF7"OV1i4N . OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR;30T, g, GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER 1STATE-Og1 LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. 44. ..c. c.... 44. z. 0, ,,-----111---1-1€‘4.--e------tr—/--( 6/21417 ..i. 4, "2 "t. .-•• SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY 0 r INSTALLED INSULATION CERTIFICATE ENERAL PLIJS ,, In suiation,LLC \ "Pon Iding hnergt 1.fikteno And(ocat i ornfor For \ 1108 BORSETH STREET OFFICE (360)630-6341 , , ' SEDRO-WOOLLEY,WA 98281 GM (360)708-3479 We certify that the following residence has been insulated with.the follow materials ing .. , - Flat Ceiling R 49 . Sloped Ceiling R--21 38 -Exterior Walls R Floors ,i / / , / / „, , / Address: 1313 Portalis Ct,Anacortes, WA Certify by. .../ d' :4 !L J-1 ,,,..._ .. ,... _ -7"- / #26) Date installed: SePtemb Title General Mana et „ - . • „ - -•. , - - P ublic orks Engineering and Development Services Residential Inspection - Address: v-jA_?oe... cox,,z-c Date: t. • Owner: q°1(04b 4. Contractor: ?owl-pit...15 uLs...„ Inspected by: v\vskt, NIA - 1. Water Meter Box • - WI;Lfirm and level to finished grade or backside of sidewalk elevation. r_R- -1.: ,.and box undamaged. - RCAJAter-meter and customer shutoff installed. 4).Opebrtg--, IHccessible—no landscape obstruction. 11} Driveway installation has drive-over box and lid. ustomer gate valve intact. • N--1C1iiCaks at connections. • 2. Curb and Gutter A,„,..tracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. If road frontage improvements:. • - [11 Expansion joints every 15 feet and at driveways. Li Concrete has broom finish. - No low spot at curb line, especially at driveway cut. Maximum grade change in 20 feet is %inch. • . 3. Sidewalk o cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. compliant—1 percent slope to curb. . - If road frontage improvements Expansion joints every 15 feet and at driveways. D Concrete has broom finish 4. Driveway roaes to cracks,damage, graffiti, footprints, finishing blemishes, or other objectionable • 9aries-.7 PIIIKADA compliant • , o • • Streets _ - • _ . • A: No cracks,blemishes. If road or alley improvements: . - . • ❑ - Received-proctor and sieve analysis of ballast, crushed rock, and asphalt. n •Received passing materials testing reports for sub-grade,-ballast,crushed rock,and asphalt. ❑ Received tonnage tickets consistent with required thickness per approved- • plans. 6. Sanitary Sewer ❑ Inspection card signed off and/or verified in Building Department database. EI As-built record filed in the address file. . ❑ Screw cap(s).installed on clean-out(s). ❑ Clean-out(s)set at finished grade. 7. Storm Drainage : ❑ Inspection-card signed off and/or verified in Building Department database. ❑ As-built record filed in address file. ❑ Not blocked or diverted to adjacent parcel . 13/14 8. Public.Utilities Out of Traveled Way ❑ Concrete collars around City utilities. V • ❑ Final grading ok. • D Restored to prior condition or better. V 9. Landscape' ❑ Bonded for completion at later date. . • Verified against approved landscape plan: 21/esb y - - - - installation. - [ Type and quantity of plants.Et—Sod or seed in place. V R--Meet crier t eeipt filed). • - 10.Erosion Control Measures . - 'VIPs removed. All d is removed. Site clean. V - ermanent vegetation established. - - V 5T-a 2 6 LANDSCAPE LEGEND BUILDING INFORMATION Underwood �s y 6 ._._._. _ ._._. _. —. { NORWAY MAPLE 2"CALIPER • OWNER ^ % _ _ O ACER PLATANgDES 1004T WMYERI7AL AVE SUITE 109 Associates, ll� 00030 �— I 17 12"PVC SD I EUROPEAN BETULA PENOULA BIRCH 6-10'ti. ANAc0RTEs,WA 98u7 NODS 4th Sveet 360-770-7501 • BUILDING Anacortes,WA 98221 Iv. RED JAPANESE MAPLE 4-5' MODEL SINCLAIR-MIRRORED IUD, To ACER PALMANIUM"ATROPURPOREUM" MAAn FLOCR AREA873�75 SF DIGHT FLOOR AREA- SF 90E YIN° I TOTAL UY/NG AREA-2348 SF MIKE UNDERWOOD ( CE DAVID UBURNUM 2 GAL. IC GARAGE AREA.SOB SF IL —— 1_,L____1_,D. ,���.,3 VIBURNUM DAVIDII `A7� PARE AREA-171 SF E-mad mike@undenwodarchnecture.com _ j`, DWARF RHODODENDRON 2 GALS)�_ • SITE ! I `v�,� 43 9IE 74 PORTNIS DEODUOUS AZALEA 2 GAL .A NOTES I /{N. • ZONING PUD I UROPE SPICATA'CREEPING ULY-TURF • SETBACKS DRAWING INDEX CONNECT 0.1 DRAW VINVA MAJOR"BIG PERIWINKLE' FRONT TARO: 10'STREET RIGHT of WAY 10 BUILDING All SITE PLAN 717LE SHEET, 10 COWIMTY STORM 510E YARDS 10 YIN.BETWEEN BUILDINGS PROJECT INFO SEMFA SYSTEM I I REARSIDE YARD I MIN.G TEE]IWBUIPIN1GS A2.1 FOUNDATION PLAN -I--- --- --- -------- -- . I I •• HEIGHT A2.2 FOUNDATION DETAILS `I MAX ALLOYED: 35 A3.1 FLOOR PLAN PROPOSED 21'A 6' LATERAL PLAN 1`I I A4.1 MAIN FLOOR FRAMING PLAN 1 • PARKING UPPER FLOOR FRAMING PLAN -_,__D.S. — — I PARKING SPACES PROYUED.2 W GARAGES STRUCTURAL NOTES - _ I t A4.2 ROOF FRAMING PLAN DECK 1411 IA5.1 WALL SECTIONS S I i BUILDING CODE �3 BUILDING WALL SECTIONS I ——' —— I • OCCUPANCY TYPES R_3 OCCUPANCYA6.1 BUILDING ELEVATIONS SI STRUCTURAL DETAILS S2 STRUCTURAL DETAILS I • RATINGS BASED ON DISTANCE TO PROPERTY LINES(TABLE 5A) 53 STRUCTURAL DETAILS NO RA1E0 WMUS DR OPENINGS RECORD) SP1 GENERAL NOTES I • CONSTRUCTION TYPE - TYPE V-N °I J I I • ALLOWABLE BUILDING AREA(TABLE 58) = UNLIMITED RESIDENCE I I i CODES IBUILDING 2012 INC Ir-- MECHANICAL 20121RC PLUMBING 2012 UPC --I 1 — — — �_ ENERGY AND VENTILATION 2012 WSEC 7 GENERAL NOTES _—I I — TIAL CONACTORS SHALL THOROUGHLY FAMILIARIZE 1 THEMSELVESNYOH JOBCONDITIIONS BEFORE BIDDING TO ENSURE THAT THEY — UNDERSTAND THE SCOPE OF THE WORK. ANY CONDITIONS WHICH ARE NOT -- - _ _ for CLEAR OR ARE DIFFERENT THAN REQUIRED BY CODE SHALL BE BROUGHT i J TO THE ATTENTION OF THE DESIGNER PRIOR TO BIDDING THE WORK.DO I NOT SCALE OFF DRAWINGS. NOTIFY THE DESIGNER IMMEDIATELY OF ANY ENTRY PATIO I DISCREPANCY IN DIMENSIONS. I I � 2 SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL ,- NOTES AND TYPICAL DETAILS. I .- 3,DIMENSIONS SHALL SUPERCEDE SCALE.AND ARE MEASURED FROM EDGE OF STUD. i GARAGE I 4.ALL WORK SHALL CONFORM TO THE LATEST APPROVED EDITION OF THE FOLLOWING STANDARDS:UNIFORM BUILDING CODE UNIFORM MECHANICAL CODE UNIFORM ELECTRICAL CODE UNIFORM PLUMBING CODE LOCAL CORES 1�1878 Regme,ed AND ORDINANCES. , \'ARCHITECT I • Ile �S o• Michael G Umknrood State of Washington I:,::.. rIn rIn rI� .::: ?: ,L r� 1221 I231 1241 951 1271 '•' DRIVEWAY ifI I 1211 LJLJ LJLJ LJ `:) IIP �� j LJ TA 1 �mi.���. -r- ,.-I ..� SITE PLAN r20l 1--� PORTALIS /�L�S J� zH .�: 'tl1W_;,s-• SCALE:%"® I r29� •:v:•s�•• f.N� I I L18 J ^.. •• L 30J \ ;" � " ANACORTES,WA SITE 26 - - -��;���� �, ^ �;�L - c . >� � ' SINCLAIR- mirrored i OYAR PORTALIS COURT 9\� `; • ^" 2\',--1IL I <\6.�\,>s' k. ,' SITE PLAN ,. WARD i <8\7�>\.' cd'Y �.�' �(L PROJECT INFO nccEss FROM aaRT a RTGAS Sinclair - MIRRORED i '�'� -•-�' 0� I P' DATE SHEET N.,' CP.' 2-10-14 A1 .1 REVISIONS L.,- LOCATION PLAN ® ® 40-0' i , 18'-0'(TOP PLATT-NO SPLICES) 4'-O" Underwood TABLE UPOATEO 8-8-05 MTH NEW ONE.-Al & ar MAIN FLOOR SHEAR WALL TYPES(D.F. FRAMING) O , 3.-3 3/4' / 3'-4 1/2* 0 D Associates 00000 YIN.THICKNESS SHEATHING ON EDGES STUD SPACING NAIL SIZE 100E NAILING BEID NAIINC 501E PLATE MIN.(HICK OF ALLOWABLE SHEAR NV A5,4 MARK AND 114E OF ONE CR 801H BLOCKED OR DISTANCE DISTANCE tfid'S NAILS EDGE MEMBERS (PER 1997 UBC TABLES SHEATHING 1 SIDES UNBLOCKED MAXIMUM MAX MAX 1-7/8"EMBED MIN. AND SU.PLATES 23-II-H AND 25-I) \ - \ \ _ W6 }O%6_0 91 3-a%6-°SH PIP 7/16'PLY ONE UNBLOCKED 24'OC 8d 6'OC 12'CC 8'OC 1.5 IN. 170 PLF \ I\ \ \ �— O L PW2 7/16'PLY ONE BLOCKED 16'GC 6d 6'OC 12'OC 6'°C 1.5 IN. 260 PIE 9��� 9 el 4STT48 TOP PL TO �'D PW3 7/16'PLY ONE BLOCKED 21'CC 84 4'OC 12'OC 4'OC 1.5 IN. 349 PIE �/ TRUSS PER DET.'N'/S2 I PW4 0 I — M PM5 T _ in u e. MASTER BEDRM 5-3' , 5'-3' , Y-9' , NOTES GENERAL NOTES: PW6 7/16'PLY ONE BLOCKED I6'GU Bd Y a 12'a 3'OC 25 IN.2 490 PLF ~ a g-O• ® ,. ALL DIMENSIONS ARE TO FACE OF STUD ▪ } MSTA36 TOP y sa UNLESS NOTED OTHERMSE. _ _ DET.'N'/52 \ \ 2.SEE NAL�FRAMINCT All,FNOIESPON PLAN FOR PW7 7/16'PLY ONE BLOCKED 16'0C ad 2'OC 12"CC 3"OC 25 IN.2 640 PIE PL TO TRUSS) Qh0 w6Q,t0 \ A PWB 15/32'PLY ONE BLOCKED 16'OC 1W 2'OC 12'OC 2"OC LS IN.3 770%f y TRUSS) 2-6x6-0 AK (2)3-0%8-0 2-BOB-0 3. AU.EXTERIOR WAILS ARE 2a6-,6'o/c GW4 5/8"GYP BOTH BLOCKED 24'OC 64 C00LER5 4'DC 4'OC 0"0C 1.5 IN. 350 PLF 7-3 1/4' LIT.Y-7 3/4' 7-7 1/2' ® ,i°• SAFETY , SH SAFETYL STUDS UNLESS NOTED OTHERWISE. NOTES: SCREWS ® I I / B F 1A 53 - 16'o/c STUDSI UNLESS OR nNOTED TIONS RE2K4SE. FOOTNOTE 1. PLY.=CDX C C,CR C D PLYWOOD. DB OF SIMILAR THICKNESS AND SPAN RATING MAY BE SUBSTITUTED FOR P1040CD. PLY AND 058 ARE ASSUMED TO BE NAILED DIRECTLY TO THE FACE OF THE STUD. MINIMUM SIZES OF ALL COOLER NAILS 5d(0.120"%1.5'),fid(0.120%d1%1.75'). ALL OTHER NAILS ARE COMMON ME NNLS 8d(0131'dis.%25'),tOd ♦ N. ROD AND 91ELi 9 I © 5 PROVIDE BACKING IN ALL BATHROOMS (0.148'dia%3"),16d(0.162'diaX15'). ® \ FOR TOWEL BARS,TOILET PAPER FOOTNOTE 2 SEE IBC TABLE 2306.4.1 FOR CLARIFICATION. DOUBLE 2X NAILED TOGETHER MTH NAILS AND SPACING PER SOLE PLATE NAILS MAY BE SUBSTITUTED FOR 3%OR 4X POSITION I I DISPENSERS,MEDICINE CABINETS,ETC. SHEATHING JOINT EDGES 014R JOINT OF DOUBLED 2%MEMBERS AND APPLY EDGE NAIUNG TO EACH°F THE DOUBLED 2x'S AT SILL PLATES DGUBIE TCP PLATES CORNERS,AND ITyr SD 0000ORDINATE WITH OWNER FOR LOCATIONS. ' EDGES OF OPENINGS STAGGER NAILS TO EVENLY DISTRIBUTE EDGE NNUNG TO UNDERLYING MEMBERSCILOSET ® I O 6 DISAPPEARING STAIRS OR ATRC ACCESS I``1A1 1104 I \ LIVING PANEL:-COVER WITH 5/8'GW.B.AND L.9-0I IA1 \ PROVIDE WEATHERSTRIP GASKE0NG-SEE C - C83/SP1 GENERAL STRUCTURAL NOTES. A5 4 o II I A5.41. FIREPLACE TO BE SUPPLIED WITH ' A. SHEAR WALL CONNECTIONS. Each shear wall must be connected of its top and bottom per the typical structural details shown on ma, - 2-6%8(O 1�y2X6 FRAMING OUTSIDE COMBUSTION AIR DUCT AT LEAST 6ROD AND SHELF W/2'OFFSET SO.IN.AND PROVIDE READILY OPERABLE pages 52- 519. These details are intended only to show TYPICAL situations. Due to varying framing methods, no[all aspects of each H ri ♦ DAMPER. INSTALL GAs FIREPLACE MTN detail will necessarily pertain to specific field conditions,however, the bolting,nailing,and connecting schemes must be followed. If in j---3 ® CLEARANCES AND COMBUSTION AIR PER doubt,contact West Coast Engineers AE VALET ' — — — — 1104 I MANUFACTURERS RECOMMENDARONS AND BY B. WOOD FRAMED WALLS. Wood framed walls intended to act as shear walls are indicated as GWx and PWx. Wood framed walls not ©T ® 0 sD. CODE.SEE 173/SP1 intended to act as shear walls are not typically labeled and should be standard iBC construction. w LAv BATH uV " \ \ C. REVISIONS. Anychange ar door a d or a window sizeor location located in the designated shear walls)will result a change " n j 11A1 —.—.— — ® 8. 12-16'WONDER90ARD TILE BACKER M 9 n/ f gna in �145,146 WAN 12'OF 2-DX6-0 SIH TUB SURROUND. the shear wall schedule and/ a change in a type and/ location of a holdown Is \ 9 —•— —•— HIGH POINT a, O 5'-9" I, 7-8" I, 5.-3 1/2' �.-4'-4_,_ OF COILING n 9. PROVIDE MIN.OF 22%30 ATTIC ACCESS 2-6%8-0 POCKET T 1 \ - WTI MIN.OF 30"HEAD CLEARANCE.USE \ .mil{ — PLYWOOD DAMS TO CONTROL CEILING O1 •—�m� \ M \ INSULATION AS REQUIRED. SEE 103/SP1 SHOWER I115.146I UNEN 36'H GUARDRAIL DINANG n _ m h ® ®� 4W 9'-0' .0 ,a ) EXHAUST FAN VENT TO p OUTSIDE-SEE 145& v ♦ ® DUCT \ 146/SP1 ♦ 0 S.D. SMOKE DETECTOR-HARDWIRE 36460 ME-BECE CLOSET I GOONEY ALL DETECTORS AND RIB/SHOWER ulAn ! UP o PROVIDE EACH WITH A BATTERY \ R ` " / \ PWI _ BACKUP -SEE 104/SP1 \\ / i W S I SEE SP1 FOR KEYNOTES a[ MI145.1461 �OISH • m� 2-6%8-O _ _�jWASHER M® Install an approved carbon monoxide "n BATH ♦ ♦ �' M.D. alarm outside of each sleeping area B m 1� 3At 0 0 M.D. f - SAE II B 0 in the immediate vicinity of any and A5.4 g_0• OIL 11I, KITCHEN A5.4 all bedrooms 5'0'above Boor-see p.. ` � 103/SPt ® PED LAY n " F a4 I s,6 I I ®S.D.} _ _ "♦ ID _ ROD AND SHELF " ROD AND SHELF \m — -/O°�0�O — g ;^ •N. \ (2)3-0%8-0 ..'4: \ P\ V Q 0 !S N o s® I PW7 vo \ I . I " €WRY 0 SD. f 6'-4 3/4' 4� L m ICI?$,I o I 7-g• 7-9 1/7 5.-2- \M1 —t- } / . V F D I145,146I NV • O I BEDROOM pJ \ LAUNDRY - SI I 11A1 I .� PIT _ DEN d I fA1 g 9,0. 1A1 I �i 7-7 i la 9'° 9878 • `� I \ \ Registered , • [ ACSAIT11PL BLOCKING $ ti BET.BLOCKING — I `_ _ _ _ _ _ y _ o� 1, \ \ Michael G. j 3% F. U. W/H 1D ` z�' 'n fWashngton �)V Snrp� eR'� S�'O I 143 I limns] G \ �i 22%30 E SSR• W 6P IS,KR,` W 'W O I 103 I ATTIC ACCESS SI 6 0 9 6 PORTALIS I \ \ ■ ii I■ ■ C) ROOM MATERIAL SCHEDULE Y_o',Ic7-6 1/2' 2•_°- } V-2 3/4" I 40 GARAGE ROM xui% ® e4us 2 l/4' 481 rumsMa sous° 0 ® I I9iDe " AS.a DEVELOPMENT FLOOR/MAC xowr WALL/ CDUNG/ 61 ® NV ®" I BASE FINISH FINISH M M SINCLAIR CARPET A 1/2'G.W.B./ , 5/5'GWB./ t.WOOD BASE -TEXTUREPAINT • TE%1UREPAINT VTI . — — - — — . — . — •/I T5 GARAGE LEFT 2. /OL WOODE B.5/5-G.W.B/ 0 / WOOD BASE TEXTURE.PAINT O \ \ / ---- I MAIN FLOOR PLAN 9 ( I LOWER FLOOR PLAN ,VINYL WOOD BASE X 4.CONCRETE m CDI -- \ I �dik— DATE SHEET , I /II'%Tr HIGH OVERHEAD GARAGE DOOR 10/4/13 NOTE: I/ VAN OPENER PROVIDE PARTICLE BD UNOERLAYMENT O VINYL, ,` \ \ I _ I \♦ ♦ {, COORDINATE THICKNESS W/OTHER FLOOR FINISHES TO — s — I ' A PROVIDE SMOOTH&LEVEL 10054T0N5. SS�N P'O, ® Z�ox 'O ALL C.W.B.CORNERS TO BE BULLNOSE W/BULLNOSE TO .' ' SQUARE TRANSITIONS AT BASE MAIN FLOOR PLAN REVISIONS 3-0• , Ifi'-0' 3'-0" , I' USE PRIMER/SEALER ON C.W.B.BEFORE&AFTER HANG AREA=1073 SF 22'-0• , 1EXIURING. GARAGE=506 SF SCALE: 14 m ,— OK JM 2/14/05 0 1' 2' 4' B' ® D A5.4 Underwood T-Q Associates 00000 1Y-6 1/2' IB'-5 1/2' 5_g• 2'-4 1/2' 5'-3 1/2" , 4'-1 1/2' NOTES ss GENERAL NOTES: ® 53 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. \ ,t I— — 1 2.SEE SHEET A2.1,FOUNDATIONU PLAN FOR ADDITIONAL FRAMING NOTES. (2)2-L1K2-0 CASE 3-0X6-8 S. ALL EXTERIOR WALLS O ARE Sx.-16'a/c 11-1 STUDS UNLESS NOTED OTHERWISE. CLOSET 34. �I Y 4. ALL INTERIOR PARTITIONS ARE OAR- 16'o/c STUDS UNLESS NOTED OTHERWISE 1 5.PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER , 2-6X6-8 DISPENSERS.MEDICINE CABINETS.ETC. \ COORDINATE WITH OWNER FOR LOCATIONS. 6. DISAPPEARING STAIRS OR ATTIC ACCESS IL. 17 1 BEDROOM 2 36'H WPRORAIL� PANEL-COVER MTH 5/8'G.W.B.AND — I IAt I OPEN TO BELOW PROVIDE WEATHERSTRIP GASKETING-SEE CO _ 9'-0' S.D. ^ n B3ISP1 \ I I 104 I sz . 7. FIREPLACE TO BE SUPPUED Willi ' OUTSIDE COMBUSTION AIR DUCT AT LEAST 6 • SO.IN.AND PROVIDE READILY OPERABLE � DAMPER. INSTALL GAS FIREPLACE WITH \ Tr V CLEARANCES AND COMBUSTION AIR PER S.D. MANUFACTURERS RECOMMENDATIONS AND BY CODE.SEE 173/SP1 itiN e 6-11' ,I'-6'I, 5-0' 1 WAN 12'OF 8. 12-16'WONOERBOARD TILE BACKER O HIGH POINT TUB SURROUND. OF GERM . 1104 I B. PROVIDE MIN OF CLEARANCE U ATTIC ACCESS \ ® WITH MIN.OF 30'HEADD CLEARANCE USE PLYWOOD GAMS CONTROL CEILING I. INSULATION AS REQUIRED. SEE 103/SP1 S OMft OPEN TO BELOW F EXHAUST FAN VENT TO _. OUTSIDE-SEE 145& � (03 F _._. I— 146/SP1 BATH I145,1461® 1 O S.D ,a E 3AI SMOKE DETECTOR-HARDWIRE \ et,I 9 0' = I GOONEY ALL DETECTORS AND PROVIDE EACH WITH A BATTERY \ O i i BACKUP -SEE 104/SP1 2-6%6-8 I j SEE SP1 FOR KEYNOTES (2)2-0X2-0 5H r „2.-2 1/2', 2_8 7 , 13-8 I/2" , UPPER FLOOR PLAN UVING AREA=475 SF SCALE: '4"•=—� 0 1' 2' 4' 8' TABLE UPDATED 8-8-05 MTH NEW ENG-Ad 9818 Registered MAIN FLOOR SHEAR WALL TYPES(D.F. FRAMING) \ARCHITECT MIN.THICKNESS SHEATHING ON EDGES LO NNUNG FIELD NAIUNG SOLE PLATE MIN.THICK OF ALLOWABLE SHEAR WEE AND TYPE OF ONE OR BOTH BLOCKED OR STUD S'AONG NAIL SIZE DISTANCE DISTANCE I6/S NAILS EDGE MEMBERS (PER 1997 UBC TABLES Michael Ci Underwood ' SHEATHING I SIDES UNBLOCKED MAXMUM MAX MAX I-7/8"EMBED MIN. AND SLL PLATES 23-II-H AND 25-I) State of Washington PIN 7/16'PLY ONE UNBLOCKED 24'OC Bd 6'OC 12'OC 8'OU 1 5 IN 170 PLF --------.1 ' PW2 7/16'PLY ONE BLOCKED 16'OC BA 6'GC 12'OC 6'0C 15 IN. 260 PLF PW3 7/16'PLY ONE BLOCKED 24'0C Bd 4'GC 12'OC 4'OC 1.5 IN. 349 PLF PW4 PW5 PORTALIS ROOM MATERIAL SCHEDULE PN6 7/16'PLY ONE BLOCKED 16'OC Bd 3'GC 12'DC 4'DC 2.5 IN 2 490 PT ROOM RCM "'A.. PW7 7/16'PLY ONE BLOCKED 16"OC Bd 2'CC 12'LTC S OC 2 5 IN.2 640 PLF UMW CEIL.xBaaOC 10d I5/32'PLY ONE BLOCKED 16" 10d 2'OC 12'OC 2'OC 25 IN.' 770 PLF ' FLOOR/ WALL/ CEILING/ BASE FINISH FINISH GW4 5/B'GIP BOTH BLOCKED 24'OC CSCR 4'OU 4'OC O'OC 1.5 IN 350 PLF DEVELOPMENT CARPET A 1/2'GWB/ I. 5/B•G.W. NOTES D./ I.NOOp BASE lE%7URE,PAINT lE%IURE,PAINT FOOTNOTE 1 PLY.=COX,C-C.OR C-D PLYWOOD. OSB OF DMILPR THICKNESS AND SPEW RATING MAY RE SUBSTITUTED FOR PLYWOOD PLY AND OSB ME ASSUMED TO BE NAILED DIRECTLY TO St N CLAI R 2 W000/TILE B.5/B•G.W B./ THE FACE OF THE STUD. MINIMUM SIZES OF ALL COOLER WAILS 5d(0120'XI.S'),6d(0.120'IM.X1.75'). ALL OTHER NAILS ARE COMMON MRE NAILS:8d(0131'dla.x2.5),10d W000 BASE lE%TURE,PAINT (0.148'dio%3'),16d(0.162'de83.5'). GARAGE LEFT _ FOOTNOTE 2. SEE IBC TABLE 2306.4.1 FOR CLARIFICATION. DOUBLE 2X NAILED TOGETHER MTH NAILS AND SPACING PER SOLE OL PLATE NAILS MAY BE SUBSTITUTED FOR 3%OR 4% POSITION 3 VINYL EDGES OL OPENINGS.STAGGER NSHEATHING JONI'EDGES OLER OVIT OF CE TO EVENLYDDSTRIBBUTEEDGE OOLONG TO IS.ANT APPLY NDERL1WG MEMBERS NAILING TO EACH. THE DOUBLED 2XS AT SILL PULES,DOUBLE TOP PLATES,CORNERS AND UPPER FLOOR PLANS WOOD BASE LOWER FLOOR PLAN 4.CONCRETE GENERAL STRUCTURAL NOTES. NOTE: A. SHEAR WALL CONNECTIONS. Each shear wall must be connected at its top and bottom per the typical structural details shown onDATE SHEET PROVIDE PARTICLE Ua/OTHER NT O VIFINL COORDINATE THICKNESS W/OTHER FLOOR FINISHES TO pages$7-$19. these details are intended only to show TYPICAL situations. Due to varying framing methods,not all aspects of each 10/4/13 PROVIDE SMOOTH&LEVEL TRANSITIONS detail Will necessarily pertain to specific field conditions, however, the bolting.nailing,and connecting schemes must be followed. If in ALL G W.B.CORNERS TO BE BULLN05E W/BUUNOSE TO doubt,contact West Coast Engineers. A3.2 SQUARE TRANSITIONS AT BASE B. WOOD FRAMED WALLS. Wood framed walls intended to act as shear walls are indicated as GWx and PWx. Wood framed walls not intended to act o shear walls are not typically labeled and should be standard EIC construction. USE PRIMER/SEALER ON G.W.B.BEFORE&AFTER C. REVISIONS. Any Change in 0 door and/Or a window size or location(located in the designated shear walls)will result o change in TEXTURING REVISIONS the shear wall schedule and/or a change in a type and/or location of a holdown