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HomeMy WebLinkAboutPermit File 4820 Portalis Way Act „151/2-4-Ra l ti co ----....N...\\ w f CD d ..\ w a Cv w �- 1H Ls 1� z W h Ct 4 cl p-1--ef-Gr Vo,Lyn-v?J[3 \ws4C.�a }-.S I v r 1 L }�0�i11�IC3C , •• 4 �G e 3 YJ S �) (yr/------s • � s�1 ` Cl '� 2 L" 17j V LO CI CO 01 —y;,aCna8 S i \7}� oa m —.3/40 ) Lo m t I if- —I" I F--a, 1 e__ 4704b.,14,-4. Ai -71tire\ I ..., • i tory, .) Lo eif------. , ►r�'i---��` is) g'* is,)9 CI CJ lD N V m 0521704-1 0005 08•' .,, 5 ,:, r _rril:t F_:._ 005.858 $9,961 .3. >GS,T Y 0 ., City of Anacortes Permit#: BLD-2005-0466 904 6th Street Issue date: 08/05/2005 `"■! ' P.O.Box 547 Expire date: 08/05/2006 so�, 01: Anacortes, WA 98221-0547 %' CW.' (360) 293-1901 qt,Job Address: 4820 PORTALIS WAY Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: New Single Family Residence Owner: PORTALIS LLC Contractor: Address: 1004 COMMERCIAL AVE Address: ANACORTES WA 98221-4117 Phone: (360)202-6145 Phone: License#: General Information: Fees: 1st Floor Square Footage 850 Building Permit Fee 828.00 2nd Floor Square Footage 1663 Plan Review Fee 538.20 Garage Square Footage 660 Mechanical Permit Fees 114.65 Deck Square Footage 263 Plumbing Permit Fee 139.00 Building Valuation 257865 State Building Code Fee 4.50 # Forced Air Furnace<=1,000 1 Sewer Inspection Fee 50.00 #of Bathtubs 1 Storm Drain GFC-Residential 1,126.00 #of Clothes Dryers 1 Sewer GFC-Residential 5,646.00 #of Clothes Washers 1 Park Impact Fee 615.00 #of Dishwashers 1 Traffic Impact Fee 900.00 #of Gas Fireplace 1 Total Calculated: 9,961.35 #of Gas Piping 1 Deposits/Receipts: 0.00 #of Gas Water Heaters 1 #of Water Piping 1 Total Due: 9,961.35 #of Hose Bibbs 3 #of Kitchen Sinks 1 #of Lavatories 4 #of Range Hoods 1 #of Showers 2 #of Ventilation Fans 4 #of Water Closets 3 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS 0 LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE G-, ING OF , PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR • LAW - GULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. r i t Li c.n r SIGNAT -E OF OWNER OR AUTHORIZED AGENT ISSUED BY .K�,° Anacortes Planning & Community Development Dept. ° FT.6 w�.. Permit Center °.y` `'''; P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 'QOQ� Ian Munce,Director • Edwin Frank,Building Official FAX(360)293-1938 July 11, 2005 Paulk Homes 2915 Meridian Court Anacortes, WA 98221 RE: -1 Portalis Way New Single Family The following are comments and questions regarding the plan review done on the above mentioned project. Please revise the drawings as needed. 1. Clearly identify property boundary lines and setbacks to the site plan. 2. Provide engineering to justify non-prescriptive exterior wall bracing. 3. Call out lag bolt size and spacing for deck ledger board connection. 4. Provide footing schedule referenced on Sheet A2.1.2 and A2.2. Apparently Sheet A2.1 is missing. Confirm footing sizes to the plans. 5. Call out floor joist size at the basement floor framing plan Sheet A4.1. 6. Aluminum flashing is noted at Detail 3A Sheet A5.4.3 Aluminum is not permitted as flashing for concrete. Same detail is the 2x-pressure treated bolted to create a connected floor diaphragm? Respectfully, CITY OF ANACORTES Don Measamer Senior Plans Examiner DM:md 1 _ _ _ _ _ _ _ - • � � ! ! _ _ �__ I Ii 1/4i\ IUIIILIIII ! 7 § I /|pi1i it§ qii f { � / 4 § § | \ ® =I . _ _ . / A , n = \ \ / \ 1 � ! 1 | bi i\lIP "It' I | t| | i� | - , ,.f ! / 1 ! ! | ! § L } , ! i ! ! * i 3i / _ ..... ! � = !§ (ƒ q /I ) ) \ \ { . , ! 1 I , . , i tie 5 E § } I ti \ 11 GLTY»Cq. '�; Residential Energy Code "°GQ (Simple Form) 2003 Washington State Ventilation&Indoor Air Quality Code 2003 Washington State Energy Code This worksheet is intended to assist you in deciding which methods of construction will be used to meet the requirements of the WA ST VIAQ and WSEC Codes. After completing this form,please add all relevant information to your construction plans. PART 1 Who -House Ventilation:select one of the following methods. A. Fresh air will be circulated by the central forced air furnace along with a whole house exhaust fan. A single whole- house exhaust fan,which usually does double duty as a room spot fan,is required and must be controlled by a timer set to operate fan a minimum of 8 hours per day. The CFM capacity of the fan must be measured at 0.25 w.g.and have a maximum sone(noise)rating of 1.5. Fresh air intake ports or ducts are required with this option. (WA VIAQ 303.4.1) The minimum size of the fan is based on the number of bedrooms and the size of the house. For houses up to 3,000 square feet,the following sizes are acceptable: 1 or 2 bedrooms—75 CFM 3 bedrooms—90 CFM 4 bedrooms—105 CFM For other options contact the Planning&Permit Center. B. Fresh air will be circulated by the central forced air furnace system. The furnace must have a fresh air intake duct and the blower must be activated by a timer to circulate air daily. An exhaust fan is not required with this system. (WA VIAQ 303.4.2) C. Fresh air will be supplied by wall or window vent ports jn each bedroom,kitchen,living room and other habitable rooms along with a whole-house exhaust fan as described in Option A. (WA VIAQ 303.4.1) D. A heat-recovery ventilation system.(WA VIAQ 303.4.4) PART 2 Insulation and Windows:select one of the following methods. (WSEC Table 6-1) Glazing% U-factor Ceiling Vaulted Walls Floor Slab 1. (2x4 construction) up to 12% 0.35 R-38 R-30 R-15 R-30 R-10 (2x6 construction) unlimited 0.40 R-38 R-30 R-21 R-30 R-10 If you intend to use 2x4 construction,compute the window glazing percentage of heated floor area to verify that the project falls below the 12%maximum allowed glazing: Total area of windows,skylights and patio doors: 3,575 sq.ft. Total heated area: sq.ft. Total window area divided by total heated area=glazing / - dl % Updated: August 24,2004 Page 1 of 2 f INSTALLER"S CHECKLIST 6 mil black polyethylene covers the crawlspace area. R-10 insulation is installed at slab perimeters or beneath full slab if radiant heat is to be installed. Windows of correct U-value are installed. Window vent ports,if they will be used on this job,are installed. Openings around ducts,wires and pipes are sealed with caulk or insulation. Waterlines in unheated areas are insulated. Heat ducts are insulated to R-8 and exhaust ducts are insulated to R-4. Whole house fan,if required,with a sone rating of 1.5 or less is installed,with timer or dehumidistat. Windows and doorframes are sealed to prevent air infiltration. Exterior doors are weather-stripped. Baffles to maintain vent openings in ceiling are properly installed. Correct insulation R-value is installed in the floor,walls and ceiling. Insulation is installed behind partitions and in corners;fitted around wiring and pipes. Insulation is installed behind bathtubs and showers. \ Openings around interior plumbing pipes in exterior walls are sealed. Furnace is the correct size. Interior doors are undercut to allow air movement. Exhaust fans terminate outside the building. Showers and lavatories have 3 gpm flow limiters. Updated: August 25,2004 Page 2 of 2 City of Anacortes r ' Building Permit Application r Site Address: 48o byfiafi� war Parcel No.: 0 2 Z IOg Lot: 231 Block: Div: Addition: Por{attic OWNER LENDER CONTRACTOR 1 Name Name Name 1 ?a(+ali5 tic Pal.tk 'tomes Mailing Address Mailing Address Mailing Address if Ioo4 ammex�Ave log 29i$ //e ldea#t- et City: State: Zito: City: State: Zio: City: State: Zin: GLvl/a�`ctCleo • WA" aflz24 CLudcort, LO4 9982-z) (ar6) sgg- 1 fl Contractor Lie.No.: Pkulleh*a13(t- 36 o I r/ Phone No.: Phone No.: Phone No.: 2174-35/tf Exp Date: a/Oj Contact Person: ROM ?4t,%cjc, Phone No.: (o.4Q) 3c(1- zO cio OCCUPANT USE (Check One) Single Family:? Multi-Family: Apartment: Condominimum: Senior Housing: Retail: Office: Restaurant Manufacturing: Storage:_Bank: Assembly:_Accessory:_Automotive Repair: Other(Specify) DESCRIPTION OF WORK: Me/0 Carl,C tft_C dam, GENERAL INFORMATION 157, $s Street Setback: 2G ft. 2"d Floor: I( G 3 sf. (Circle Y or IV) 1'`Side Setback: ft. 3rd Floor. sf. Shoreline/Wetlands Y S 2"d Side Setback: () ft. Basement: sf Water on/Adj.To Property Y Rear Setback: I it Occ.Group: Soils Report Y (if) Use Zone: R-5 Carport Area: sf. Sensitive Area Y Type of Construction: C t— Garage Area:f�sf Latecomers Agreement Y Lot Area: sf No.of Stories: v )k.Sat Fire Hydrant(250 Feet) No.of Dwellings: 4 Building Height o21 .6 I Variance Y Lot Coverage: Deck Area: Ur:, sf. Covenant Q N 1a Floor 52 sf. PO I7Sc chi to 3a Flood Zone X A AE VE i Project Valuation(Labor and Material Cost): 05 / 195( 5 THIS APPLICATION LS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE,AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM ME LEGAL OWNER OF THE"OP F: FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCES DOVE' 1 I. OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTIONS. SIGNATURE: (/J' / .'�� �— DATE: C7/610k_< act-boos - z5y (p L PLUMBING AND MECHANICAL PERMIT APPLICATION �y FOR OR 1'HL CITY OF ANACORTES p Site Address: No ra,„4„, , „,„ Parcel No.: F �2 2ig0Logs): 3 Block: Addition: Po✓fcaLc r Contact Person: R ti 1P't�Ll-k-- Phone: 299 So I ( / Owner Contractor Name: PO✓te.!,i S L.C.0 /71-4te ]>OiY1E 3 //'�� Name: /// Mailing/Address: food C0)14/biP.if.caa DI4U L• Mailing Address:dd " IiiI- l7ejdia Cf 4ttCity: t..t'pq,C/)y�f2,State: (A)t Zip: ! rry �i City: 2gqt^.pr1�Po State: ��` Zip: "ILL/ Phone No.: a n �g (o ,{' Phone No.: J6a ,9 9 'Jai PLUMBING MECHANICAL No.: Type of Fixture No.: Type of Fixture 1 3 Water Closet 1.5 GPF d Air Cond.Unit HP I Bathtub Q Refrigeration Unit HP 2 Shower 2.5 GPM V�l Boiler BTU/HPII , Dishwasher 2.5 GPM I Forced Air System BTU ' O 0 O () i Li lavatory 2.5 GPM () Floor Furnace Kitchen Sink 2.5 GPM D Wall Heater IClothes Washer ( Clothes Dryer Urinal 1.0 GPM I Ventilation Fan D Drinking Fountain I Range Hood I. Floor Sink or Drain Pre-Mani Stove or Fireplace 0 Water Piping I Gas Fireplace 3 Hose Bibs 1 Gas Water Heater Back Flow Prevention Device k I,1QLid jolprPOther(Describe) I' Other (Describe) THUS APPLICATIONIS RECIVED BY THE BUILDING DEPARTMENT UNDER THE PROVISIONS OF THE UNIFORM PLUMBING AND MECHANICAL CODES AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOr OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. By AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF RTY FOR WHICH THIS APPWCATION IS ISSUED OR AN AUTHORIIZEDAGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCE GO a'I G I I'WORK WILL BE CSN*Ltaw WITH,WHETHER SPECIFIED HEREIN OR NOT,INCLUDINGeArigFOR INSPEC``ION. SIGNATURE: * DATE: '/J 4 Anacortes Planning & Community Development Dept. Permit Center a v P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293.1901 "eo$4 Ian Munce,Director • Edwin Frank,Building Official FAX(360)293-1938 July 11, 2005 Paulk Homes 27ezo Ld ? 3_3 CCiP/tx) -2-9-1-5ivferidiatreetwt—__ Anacortes, WA 98221 (-kW RE: 11t9 Portalis Way New Single Family The following are comments and questions regarding the plan review done on the above mentioned project. Please revise the drawings as needed. 1. Clearly identify property boundary lines and setbacks to the site plan. S.ee A 1 . 2. Provide engineering to justify non-prescriptive exterior wall bracing. S-ae firm ctkiD 3. Call out lag bolt size and spacing for deck ledger board connection. VAS 4. Provide footing schedule referenced.on Sheet A2.1.2 and A2.2. Apparently Sheet A2.1 is missing. Confirm footing sizes to the plans. Eft)G. C‘c.AG�' UPpt}r6O PtAJ, 5. Call out floor joist size at the basement floor framing plan Sheet A4.1. Sa A4 6. Aluminum flashing is noted at Detail 3A Sheet A5.4.3 Aluminum is not permitted as flashing for concrete. Same detail is the 2x-pressure treated bolted to create a connected floor diaphragm? cat A-5.4,3 Respectfully, CITY OF ANACORTES Ur Don Measamer v A�6 0 21005 Senior Plans Examiner s * .......... > .e..®.-r DM:md t It • CITY OF ANACORTES BU_IDLING DEPARTMENT RESIDENTIAL J - CHECKLIST (This form is to be completed pdoc to issuing the building permit) t ' Site Address: — 0)-0 1 �''2 `, • Datc --c9cr Contact Person: K tin , Phone No.:/9 I —44-9 y/CA I Assessors No.: YP I - —i* Y Lot:33 • Blodc . F Addition: a' • (Build'(Buildiug Department Checklist for Completeness)OK NA OK - NA ❑ - Fire Department Access 0 Fire Hydrant Located within 250 feet 0 Fire Plow Required ❑ Shoreline or Wetlands O Site Play ❑ Covenant Approval O Variance Required D Regulated Slopes _.❑ Plat Facts and Findings Compliance 0 Survey in File 0 Fill on Site • Received and Reviewed by Date: )` 9 --c� r • (Rngineering Department Checklist for Completeness)• • OK NA OK NA • • . Cl Water Extension/Meter ❑ Sewer Extension/Connection ❑ Street Improvements/Sidewalks - • . ❑ Site Drainage Plan ` • 0 Covenant Not to Oppose Future LID .• ❑' Latecomers Agreement ❑ Street Drainage •❑ Driveway location,slope,culvert 0 Storm Drain Extension lecdtved and Reviewed by: �� Date z'/i'OS ''FURTHER COMMENTS( I Zoning Lot Size: . Coverage Avowed: - [I ! I '/bza 770YNc0-,t-ks LANDSCAPE LEGEND BUILDING INFORMATION Underwood %�,,`�' 0 NORWAY MAPLE 2" CALIPER • OWNER a -wilt); OACER PLATANOIDES PORTALIS COMMERCIAL AVE., SUITE 109 Associates 00000 EUROPEAN WHITE BIRCH 8-10' iftsa ANACORTES, WA 98221 BETULA PENDULA 909 7th STREET L51 / • BUILDING Anacortes,WA 98221 2 as RED JAPANESE MAPLE 4-5' MODEL: CYPRESS CUSTOM 'B' 360-770-7501 71 ► ACER PALMANTUM "ATROPURPOREUM" MAIN FLOOR AREA = 1663 SF 99 / .' LOWER LIVING AREA = 850 / DAND VIBURNUM 2 GAL • GARAGE AREA = 660 SF MIKE UNDERWOOD 9 •66 / / I VIBURNUM DAVIDII • SITE E-mail mikeunderwood@isomedia.com / 106 / K ^=v 1 DWARF RHODODENDRON 2 GAL. SITE 33, PORTALIS / 99.03 / i DECIDUOUS AZALEA 2 GAL. �,1 • ZONING PUD NOTES / I • .1kV• / , /FUTURE CONDOMINIUM I URIOPE SPICATA "CREEPING LILY-TURF" • SETBACKS DRAWING INDEX LOT LINE FRONT YARD: 20' STREET RIGHT OF WAY TO BUILDING • / / I �Iyi1j-ii ii1 INTEVINVA MAJOR "BIG PERIWINKLE" SIDCR AARDR IAT ADDE JOINING SIDE DS: 10' NSTREET: 10'N BUILDINGS / 102 FUTURE SINCLAI ' ON LOT 32 / "�!!! "_" REAR YARD: 10' MIN. BETWEEN BUILDINGS A1.1 PROJECTSITE rINFO� SHEET, •17 I 546275309 ELEV • HEIGHT A2.1.2 FOUNDATION PLAN ,- \ = 101.50 _i 104 /�\ �` PROPOSED: 6' A2.2 FOUNDATION DETAILS -- 95.22 / ,,'�' D.S. 1 • \\ • — • — • — . — - _ — • _ _ • PARKING A3.1 FLOOR PLAN / • ,- 03. 0 `� — ' — ' — — — LATERAL PLAN LAN - / �\I PARKING SPACES PROVIDED = 2 IN GARAGES \ • / V \ A3.3.2 FLOOR LATERAL PLAN / V' / \ \ '�\`\\ ti� 6 A4.1 MAIN FLOOR FRAMING PLAN BUILDING CODE LOWER FLOOR FRAMING PLAN 03 '' / STRUCTURAL NOTES 95.03 05 , / \ \ N • OCCUPANCY TYPES A4.2.3 ROOF FRAMING PLAN / 97 / '- , / / \ `\ ‘\ R-3 OCCUPANCY A5.1 WALL SECTIONS \ / A5.2 WALL SECTIONS \ V / \ \ • RATINGS BASED ON DISTANCE TO PROPERTY LINES \ / / GARAGE S• NO RATED WALLS OR OPENINGS REQUIRED A5.4.3 BUILDING SECTIONS 103 • i ' _ \ • / / FIN. SLAB = 107.5' / - - - - \ - - - - • CONSTRUCTION TYPE - TYPE V-B A6.1.3 BUILDING ELEVATIONS \ // / V ✓ j .- S1 STRUCTURAL DETAILS // / S2 STRUCTURAL DETAILS \ l '� / / /' ' ///, i / GARAGE DOOR • ALLOWABLE BUILDING AREA = UNLIMITED S3 STRUCTURAL DETAILS % // SETBACK UNE SP1 GENERAL NOTES • \ / / , V //./// / / j/ / / V ///% �� _-----SETBACK CODES \ // / AC / , ;// //;,////j >. ------ \ UNE , / \D.S. • / 10 �r ///� V = �/ / / BUILDING / STRUCTURAL 2003 IRC �� / , i//F // , ? MECHANICAL (ELECTRICAL / OIL) 2003 IRC \ - - - - / CYPRESS / /' / //// .// ' MECHANICAL AND GAS PIPING (NATURAL GAS) 2003 IRO UTILITY VAULT / ,- — _ MAIN FLOOR = 109.0' / /� // ' / j///�� , 11/4 ' — LOWER FLOOR = 100.0' • /% / � ' " / / , UTILITY VAULT Ss - // MECHANICAL AND GAS PIPING (PROPANE) 2002 NFPA 54 AND 58 • 9: i s WO° •. D.S. CONNECT BUILDING / i /, / '''/ / PLUMBING 2003 UPC \ / __- �- S.S. TO SANITARY //// �7/ j/,/ '�/ // ;. ENERGY AND VENTILATION 2003 WA STATE VIAQ AND WSEC — '-_- - SEWER SYSTEM / ! / - - , / / N.91 \ \<( /TrCONNECTD.S. DRAIN\ \`.` DECK 105 ,;0 '<,. ��j/� ; // GENERAL NOTES C.O. /\ TO COMMUNITY STORM • �, / �.S ems. / / SEWER SYSTEM \ �` I / ;';>. 1. ALL POTENTIAL CONTRACTORS SHALL THOROUGHLY FAMILIARIZE \ � , / ';' ; / /I // A / THEMSELVES WITH JOB CONDITIONS BEFORE BIDDING TO ENSURE THAT THEY -atigIS:\ I 5 : / UNDERSTAND THE SCOPE OF THE WORK. ANY CONDITIONS WHICH ARE NOT / a<•: �' / CLEAR OR ARE DIFFERENT THAN REQUIRED BY CODE SHALL BE BROUGHT ` '�" TO THE ATTENTION Of THE DESIGNER PRIOR TO BIDDING THE WORK. DO 0 . 'l tI i\ J . . . . •; .0 : NOT SCALE OFF DRAWINGS. NOTIFY THE DESIGNER IMMEDIATELY OF ANY 1�/ = ` :�• >: : :••:-:.7'' • r DISCREPANCY IN DIMENSIONS. ` :•:: / 2. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL \ �` '�I�^''"""'"' NOTES AND TYPICAL DETAILS. +5 ' —SETUBACK • \`� --:� �'i %:/I� �1'I '' SO / UNE e" \ \ �+iii-1 4`' 1 ,,j� . e`- 3. DIMENSIONS SHALL SUPERCEDE SCALE, AND ARE MEASURED FROM EDGE 100.57 \ 0�1\ iiU'I'S 1ti OF STUD. ii2!. !:: ! \ \ -ii2!+y!1°�! -ii ii�!m o 4. ALL WORK SHALL CONFORM TO THE LATEST APPROVED EDITION OF THE LAWN DOOR \\ \ •._•.•.r'i iitliiik r" ;iai L! ,� / S FOLLOWING STANDARDS: UNIFORM BUILDING CODE UNIFORM MECHANICAL \ SETBACK �I i\ / ,gill ii�!! iii�!!� !!���Wi i'i�i ii e�P� � CODE UNIFORM ELECTRICAL CODE UNIFORM PLUMBING CODE LOCAL CODES LINE I `\\ \ ='I?ii:15i!� !�='•jjlligiiiO!!!_:jr y�o `•° AND ORDINANCES. �, , \ /i/\\ / ediRl,-ii�!!!i!11121=II�!1! ,iL�,!: iI ' CO II\\ram ` 1 _ ;Elaa.__:--•I�li�■L._:---� •1' , A4,, 1 Q . "S ;liltsii�!! miRi!! I nii!i�l 10 RB Oi t i=ii L_• II=;IIIL.. NI ,�LL.LJ r \ s �e �1 :\ iiir n:: iiL�iE "6i iiii`';1V. ,t3 AM' 3 T,�i°i i 1cL�!:•r.II�IIiIIL!!:=iii�li! 'I_�!:�.: if i \ nl_ _ -- It 77 w11y iail2!ii�- 05 SW `I Of-) x r • T�-[]-(' '�, r � r � r � r � r � r � 7/. mow► u!i ! r I221 123� 124 \• �� '_- �r I12511261127� 102.12 ' ily\ I•I, �� /• LJ LJLJ LJ LJ LJ LJ V 103.99,' �'' •' SW , , , �1�"'rz ��� �20J L28J PORTALIS \ �'�` /` ��P L19 ; L29J LOT 33 QZ.1k - c16� 31 � J ^14�> �� q2 L - - ANACORTES, WA \ V - - - - - - - ^< 13�� �15� 9pJ - - - � -.�;1���'>�->iQkN:t \-- LOT 33 I >" ^<�4\ \\.>\' v TITLE SHEET I ,�<^\\ >\'> 4 . • SITE SITE PLAN I .\< 7\\.,),„�, , �bxf) v ' PROJECT INFO J SITE 33i P�cg P DATE 7/20/05 SHEET SITE PLAN p I A1 . 1 N SCALE /e" mm� I /• 0 2' 4' 8' 4820 PORTALIS WAY I / �•-• ! C LOCATION PLAN REVISIONS 6220 f e rica ki .s 40'-0" , Underwood n 4111k .2111. / / 1,-D. & .1 r., / T-10 1/2" / 3'-3' 7-10 1/2';2. / 12'-8 3/4" / / 7-3 1/4" / Associates 00000 J S MSTA36 B 9 909 7th Street 'lo� '` p�pQ L-0„,,,, o, A5.2 � / TOP PL/BM A5.4.1 A5.2liffir' Anacortes WA 98221 �^�j y� pP 5 // 360-770-7501 ., v ..w4," L.�IE.'1TTlf€Il €€ 1q{II)ri� `, x- MAIN FLOOR SHEAR WALL TYPES (D.F. FRAMING) �� �' EGRESS SH 1/ SH MIKE UNDERWOOD! EGRESS 1/2 VENT MIN. THICKNESS SHEATHING ON EDGES EDGE NAILING FIELD NAILING SOLE PLATE: MIN. THICK. OF ALLOWABLE SHEAR I. I. 102 \ E-mail mikeunderwood@isomedia.com STUD SPACING NAIL SIZE i MART( AND TYPE OF ONE OR BOTH BLOCKED OR DISTANCE DISTANCE 16d'S NAILS. EDGE MEMBERS (PER 1997 UBC TABLES 1/2 VENT 'r �• 1 MAXIMUM p' Dy SHEATHING SEES UNBLOCKED MAX. MAX. 1-i/8° EMBED MIN. AND SILL PLATES 23-II-H AND 25-Q CS16 TOP PL. TO JOIST �\ 1, * PWI 7/16" PLY ONE UNBLOCKED 24' OC ad 6° 0C 12" OC 8" OC 1,5 IN. 170 P E II BLOCKING DET. 'Y \ I � ?r SIG \ IIII �s NOTES BEDROOM \'' ® �' l40 PW2 7/16" PLY ONE BLOCKED 16" OC 81 6' OC 12' OC 6' OC 1.5 IN. 260 PIS In TAT 'O!q GENERAL NOTES: IN 8.-0. 6. �P 1. ALL DIMENSIONS ARE TO FACE OF STUD rho o UNLESS NOTED OTHERWISE. PW3 7/16" PLY ONE BLOCKED 24" OC 8d 4' OC 12" OC 4" OC 1.5 IN. 349 PLFI 12 �16 / ( �p6 E :: / y, e ni% 2 SEE SHEET A2.1, FOUNDATION PLAN FOR PW4 I I 8'-10 1/2• 3'-6 1/2" // - ^_ R, ADDITIONAL FRAMING NOTES. rl& - - 0 i VI pN �6. 3. AU. EXTERIOR WALLS ARE 2x6 - 16'o/c PW5 L 104 p1O� O Cjy`�` g'_p° MSTA36 STUDS UNLESS NOTED OTHERWSE. ' / `� TOP PL/BAI 4. ALL INTERIOR PARTITIONS ARE 2x4 - PW6 7/16" PLY ONE BLOCKED 16° OC 8d 3' OC 12. OC 4° OC 2.5 1N.2 490 1'LF 11 SD.� ti \ / ,� ,"��"",,,, �% e� \ 2'-7 1/21 5-4 1/2' 16'o/c STUDS UNLESS NOTED OTHERWISE. % PW7 7/16" PLY ONE BLOCKED 16' OC 8d 2' OC 12' OC 3° OC 2.5 IN.2 640 FIE `a ' I'llh. c m // „S yQ \ peS-acp� 5. PROVIDE BACKING IN ALL BATHROOMS •n n 1 „ c ' I ro /• or Ay \ ,�0 ill FOR TOWEL BARS, TOILET PAPER PW8 15/32" PLY ONE BLOCKED 16' OC 10d 2" OC 12" OC 2' OC 2.5 IN.3 640 PIF � i 1=d m do 5 DISPENSERS, MEDICINE CABINETS, ETC. oell) BATH LAV N �in- \ COORDINATE WITH OWNER FOR LOCATIONS. GW4 5/6° GYP BOTH BLOCKED 24' OC OR COOLESCREWRS 4' OC 4' OC 0' 0C 1.5 IN. 350 PLF \ `�"' II 146,146 3A1 €''- 1- I' ! ;=,I �' '___ T. 1! 8'-0' SD. I 2-6X5-0 SH I 6. DISAPPEARING STAIRS OR ATTIC ACCESS ® • VENT PANEL:- COVER WITH 5/8' G.W.B. AND NO ? 1oa, {cm C PROVIDE WEATHERSTRIP GASKETING - SEE FOOTNOTE 1. PLY. = COX, C-C, OR C-D PLYWOOD. 0S6 OF SIMILAR THICKNESS AND SPAN RATING MAY BE SJBSTIUTED FOR PLYWOOD. PLY AND OSB ARE ASSUMED TO BE NAILED DIRECTLY TO © 13r \s'f6 h`� 1 A5.4.1 83/SPI THE FACE OF THE STUD. MINIMUM SIZES OF ALL COOLER NAILS: 5d (0.120•X1.5'), 6d (0.120-dia.X1.75'). ALL OTHER NAILS ARE COMMON 'MRE NAILS: Bd (0.131•dia.X2.5•), 10d SHOWERi. \P ,.�a I (0,148'diaX3'), 164 (0.162'dIaX3.5'). ` 7 FIREPLACE TO BE SUPPLIED WITH FOOTNOTE 2. SEE BC TABLE 2306.4.1 FOR CLARIFICATION. DOUBLE 2X NAILED TOGETHER WITH NAILS AND SPACING PER SOLE PLATE NAILS MAY BE SUBSTITUTED FOR 3X OR 4X, POSITION . p 0� I'I ID 1 OUTSIDE COMBUSTION AIR DUCT AT LEAST 6 SHEATHING JOINT EDGES OVER JOINT OF DOUBLED 2X MEMBERS AND APPLY EDGE NAILING TO EACH OF THE DOUBLED 2X'S. AT SILL PLATES, DOUBLE TOP PLATES, CORNERS, AND 3 1/2" A, 0 SQ. IN. AND PROVIDE READILY OPERABLE DAMPER. INSTALL GAS FIREPLACE WITH 3-0 EDGES OF OPENINGS, STAGGER NAILS TO EVENLY DISTRIBUTE EDGE NAILING TO UNDERLYING MEMBERS. t CLEARANCES AND COMBUSTION AIR PER \ '£, ^�. 11i; 1 MANUFACTURERS RECOMMENDATIONS AND BY REC ROOM • o CODE. SEE 173/SP1 \ \ 6. Mai ^' 8. 12-16" WONDERBOARD TILE BACKER 0 GENERAL STRUCTURAL NOTES. m .� o uP g TUB SURROUND. A. SHEAR WALL CONNECTIONS. Each shear wall must be connected at its topand bottom per the typical structural details shown on ) h o}`O •* v �11�1 9. PROVIDE MIN. OF 22X30 ATTIC ACCESS pages S7 - S19. These details are intended only to show TYPICAL situations. Due to varying framing methods, not all aspects of each S lilY detail will necessarilypertain to specific field conditions, however, the bolting, nailing, and connecting schemes must be followed. If in WITH MIN. OF 30" HEAD CONTROL CEILING USE p g r u> PLYWOOD DAMS TO CONTROL CEILING doubt, contact West Coast Engineers. \ _ `m fill / d I'V g'' INSULATION AS REQUIRED. SEE 103/SP1 B. WOOD FRAMED WALLS. Wood framed walls intended to act as shear walls are indicated as GWx and PWx. Wood framed walls not \ \ / / I!' = Intended to act as shear walls are not typically labeled and should be standard BC construction. I'. „I''0li: 1 / / �o C. REVISIONS. Any change in a door and/or a window size or location (located in the designated shear walls) will result a change in FULL HEIGHT 0 N co / / / / lull a EXHAUST FAN VENT TO q 1 OUTSIDE - SEE 145 & the shear wall schedule and/ or a change in a type and/ or location of a holdown PONY WALLS B / / 146/SP1 :,,m� / NRIA;.+�1%NNT1dNE`u',._. �II'lll N IIMII�k `1=.T,' u>;M"MMTHtli1111T1h11 _. 1i \ Sl I / S.D. SMOKE DETECTOR- HARDWIRE 0' / I9 CONNET ALL DETECTORS AND O x \/ PROVIDE EACH WITH A BATTERY v BACKUP - SEE 104/SP1 a 1 E 2'-9° 4'-6' W�1 XXX SEE SP1 FOR KEYNOTES it 1 11' 5' Y ; bi I 1 ' WINE CELLAR STORAGE }m I�Iir5'I r ` ^? ID ACCESS ROOM MATERIAL SCHEDULE I _,E '�v ppE 7 1 �ry p "i 6 - , III ry I� a- ;:A,x + " II'I ROOM NAME none WALLS 'lIE) 1 111ll 11 i ' I I_ IY0118 I II! I,I I 911'. �11 7' , 1ru„I. Y..,,a11 IE IP� 11.�WPV 1'�M�I WIdlli a,4 1I. IIII�R '.,x E:!1na . ., In , IIII \ )1!; e _ ... ////----'y'y2'''''���� \ \ FLOOR Ind V FULL HEIGHT OR CELNG HEIGHT e' o' cEAr�c PONY WALLS FLOOR/ WALL/ CEILING/ E. 14'-6" 25'-6' ''i I BASE FINISH FINISH I .14 A 1 CARPET A 1/2" G.W.B./ 15/6" G.W.B./ 1/ WOOD BASE TEXTURE,PAINT TEXTURE,PNNT 2. WOODPILEB 5/8' G W.B./ LOWER FLOOR PLAN WOOD BASE TEXTURE,PAINT LOWER LIVING AREA = 850 SF - - SCALE: 1/8"E._ 3. VINYL 0 2' 4' 8' 16' WOOD BASE 4. CONCRETE NOTE: PROVIDE PARTICLE BD UNDERLAYMENT C VINYL. COORDINATE THICKNESS W/ OTHER FLOOR FINISHES TO PROVIDE SMOOTH & LEVEL TRANSITIONS. ALL G.W.B. CORNERS TO BE BULLNOSE W/ BULLNOSE TO SQUARE TRANSITIONS AT BASE USE PRIMER/SEALER ON G.W.B. BEFORE & AFTER TEXTURING. PORTAL IS ANACORTES, WA CYPRESS FLOOR PLAN B LOWER FLOOR PLAN LATERAL PLAN DATE SHEET 5/31/05 A3 . 1 REVISIONS L. 1 40'-0' / 19'-0" 3'-10" , 11'-4" , 3'-10' , 12'-6` ; O; 6'-6" 1.-0. ; Underwood ,' ,2-31/2'/ 3.-4 1/2* / 3'-4 1/2' ,,2'-31/2"/ 7 vcn 'a A 0B 9 Associates 00000 yos �� yos Q�pb ® Qrp6 A5.3 A5.2 Street MAIN FLOOR SHEAR WALL TYPES (D.F. FRAMING) ,Tz 1 _ 909hres,W O 3-OX6-0 SH ''€'' j Anacortes,WA 98221 D.S. 3-OX6-D SH 3-OX6-0 SH _ ,€y,lE 0 360-770-7501 0 a D.S. 3-OX8 0 -rN MS1160 TOP PL TO MIN. THICKNESS SHEATHING ON EDGES EDGE NAILING FIELD NAILING SOLE PLATE: MIN. THICK. OF ALLOWABLE SHEAR to 41) I �, EGRESS TRUSS (DET. 'I) STUD SPACING NAIL SIZE 1 TRUSS TO BE MARK AND TYPE OF ONE OR BOTH BLOCKED OR DISTANCE DISTANCE 16d'S NAILS. EDGE MEMBERS (PER 1997 UBC TABLES ;I" 102 .7• , MIKE UNDERWOOD SHEATHING 1 SIDES UNBLOCKED MAXIMUM MAX. MAX. 1-7/8" EMBED MIN. AND SILL PLATES 23-II-H AND 25-I) I 'dl . DESIGNED DRAG I ?, FORCE F=2800# E-mail mikeunderwood©isomedia.com PW1 7/16" PLY ONE UNBLOCKED 24" OC 8d 6" OC 12' OC 8" OC 1.5 IN, 170 Pt! I D BLOCK BETWEEN TRUSS `1r, Si BOTTOM CHORDS & NAIL W/ 8d 5. EILING PW2 7/16" PLY ONE BLOCKED 16" OC 8d 6" OC 12" OC 6" OC 1.5 IN. 260 PLF I 16d ® 4"C0.0 TOTOP B. CPLATE ." \ 1D c��'1G s O• f,_ DECK NOTES PW3 7/16" PLY ONE BLOCKED 24' OC 8d 4" OC 12" OC 4" OC 1.5 IN. 349 PLF © © �_ p to - ® ® y06 A El � GENERAL NOTES: PW4 I MASTER BEDROOM ��J` 1. ALL DIMENSIONS ARE TO FACE OF STUD 1A1 v\ �yo UNLESS NOTED OTHERWISE. pW5 I 9-0' p�P \o` s� �G[�VJ a ADDITIONAL2. SEE EFRAMINGFNOTES.TtON PLAN FOR PM 7/16" PLY ONE BLOCKED 16" OC 8d 3" OC 12" OC 4" OC 2.5 IN.2 490 PLF 1 ©3 o ® 3. ALL EXTERIOR WALLS ARE 2x6 - 16"o/c STUDS UNLESS NOTED OTHERWISE. PW7 7/16' PLY ONE BLOCKED 16" OC Bd 2" OC 12' OC 3" OC 2.5 IN.2 640 PLF . �p " .�O r?J 8'-O' I �_s 8'-5" 4'-0" ,7` 4. ALL INTERIOR PARTITIONS ARE 2x4 - - - w 04, 2' • 3 4" 2'-10 1/2" 2'-6 3/ _I " 3'-2" 5 �. 16"o/c STUDS UNLESS NOTED OTHERWISE. PW8 15/32' PLY ONE BLOCKED 16" OC 10d 2" OC 12' OC 2" OC 2.5 IN.3 640 PLF < 11D1, i o ' - I 104 S.D.el' � 5. PROVIDE BACKING IN ALL BATHROOMS 6d COOLERS GW4 5/8" GYP BOTH BLOCKED 24' OC 4` OC 4' OC 0" OC 1.5 IN. 350 PLF ,,„ p", O ,1 N�� 4' O FOR TOWEL BARS, TOILET PAPER OR SCREWS o VD PipplµluVVtlp10^ (2) D.S. 2-6X6-0 SH CN DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS. NOTES: C x 7. 6 II FOOTNOTE 1. PLY. = CDX, C-C, OR C-D PLYWOOD. OSB OF SIMILAR THICKNESS AND SPAN RATING MAY BE SUBSTITUTED FOR PLYWOOD. PLY AND OSB ARE ASSUMED TO BE NAILED DIRECTLY TO a (• > co `O• `� 6. DISAPPEARING STAIRS OR ATTIC ACCESS THE FACE OF THE STUD. MINIMUM SIZES OF ALL COOLER NAILS: 5d (0,120"X1.5"), 6d (0.120"dia.X1.75"). ALL OTHER NAILS ARE COMMON WIRE NAILS: 8d (0.131"dia.X2.5"), 10d A5.3 „I,II, g H E±. 15�0 PANEL:- COVER WITH 5/8" G.W.B. AND (0.148'dW%3"), 16d (0.162°dlaX3.5"). IVING o II PROVIDE WEATHERSTRIP GASKETING - SEE FOOTNOTE 2. SEE IBC TABLE 2306.4.1 FOR CLARIFICATION. DOUBLE 2X NAILED TOGETHER WITH NAILS AND SPACING PER SOLE PLATE NAILS MAY BE SUB511TUTED FOR 3X OR 4X. POSITION I _� 1A1 DINING p Mr "r 83/SP1 SHEATHING JOINT EDGES OVER JOINT OF DOUBLED 2X MEMBERS, AND APPLY EDGE NAILING TO EACH OF THE DOUBLED 2X'S. AT SILL PLATES, DOUBLE TOP PLATES, CORNERS, AND EDGES OF OPENINGS, STAGGER NAILS TO EVENLY DISTRIBUTE EDGE NAILING TO UNDERLYING MEMBERS. I,, MASTER BATH �9-0" • g�AO• 11 'n 7. FIREPLACE TO BE SUPPLIED WITH I > 3A1 2-8X8-0 ` o OUTSIDE COMBUSTION AIR DUCT AT LEAST 6 O ao� R. �/ g 9'-0" BLOCK BETWEEN TRUSS N SQ. IN. AND PROVIDE READILY OPERABLE "' " ""mI„I^II„NI„IIIIIIII„„I BOTTOM CHORDS & NAIL WI 8d \ DAMPER. INSTALL GAS FIREPLACE WITH .4 ,c`+ ICLEARANCES AND COMBUSTION AIR PER xo 04" O.C. TO G.W.B. CEILING I I I MANUFACTURERS RECOMMENDATIONS AND BY GENERAL STRUCTURAL NOTES. a ) I / 16d 0 4" O.C. TO TOP PLATE w S-3" - I I CODE. SEE 173/SP1 A. SHEAR WALL CONNECTIONS. Each shear wall must be connected at its top and bottom per the typical structural details shown on pages S7 - S19. These details are intended only to show TYPICAL situations. Due to varying framing methods, not all aspects of each 4. I I I / / N 8. 12-16" WONDERBOARD TILE BACKER 0 detail will necessarily pertain to specific field conditions, however, the bolting, nailing, and connecting schemes must be followed. If in o I / / / I TUB SURROUND. doubt, contact West Coast Engineers. 145,146 � 1 L. /• /� 9 N 9. PROVIDE MIN. OF 22X30 ATTIC ACCESS B. WOOD FRAMED WALLS. Wood framed walls intended to act as shear walls are indicated as GWx and PWx. Wood framed walls not III n / WITH MIN. OF 30" HEAD CLEARANCE. USE intended to act as shear walls are not typically labeled and should be standard IBC construction. I//�6oD 2-8X8-D ' PLYWOOD DAMS TO CONTROL CEILING C. REVISIONS. Any change in a door and/or a window size or location (located in the designated shear walls) will result a change in 03 � ' 8 a 2X4 PONY WALL / '■■■■ I INSULATION AS REQUIRED. SEE 103/SP1 the shear wall schedule and/ or a change in a type and/ or location of a holdown •M 145,146 '■■■■ il n ' iv e® , \p�` •- Amm■■■■ '� I EXHAUST FAN VENT TO "1 �� OUTSIDE - SEE 145 & `�F,/ / DOWN 3 1/2" NICHE IN '�.■■■■■■ ( , 146/SP1 I o �pi 2X6 WALL S.D. SMOKE DETECTOR- HARDWIRE °xm� "I 4�/� w t1iiiSii I SD. I I ;,, PROVIDE EACH WITH A BATTERY 01 M ^,��' ®104 HAALL Nal I Vil D N BACKUP - SEE 104/SP1 1; MASTER I. I'''-: ACLOSET a `-� 9-0° I I i S1 XXX SEE SPt FOR KEYNOTES I ID so r 111.1,111111 01 ' ,till!',„ ROD AND SHELF_, ,,, .J,I .IT. ` 'i - - - "� ,a" ml. (IT) 6'-0° P-6' • 4'-11' DO II OHO ■mm Y�� ROOM MATERIAL SCHEDULE ,C.., SD. o r IIIIIIIIIIIIIIIIIIII16111@pIIIIIpIIVIIIIIIVI. a^: lhuh _ ----12'-1" 104 r 3 asmsy„,„, I mint I1"e11L mililIIVIIpIIIItlVpIIIIIIIIII' II IV 1 I I„ -..■u1■■���� �� + a ROOM NAME WALLS ® 2-6X8-0 �� ., Z i€ u K FLOOR Li! o FRENCH DsfliZ iiM o I" o . oVI ® a e'-o' cEUNc IISi ■' I'■■ g `', « 144 ,__I X . - _ CEILING HEIGHT . L �• WASHER DRYER of zs FLOOR/ WALL/ CEILING/ FLEX ROOM •.lhii• a¢ \ n BASE FINISH FINISH ci 145,146 LAUNDRY/PANTRY II 1 a0 I 1A1 2-6X8-0IT BATH 1 3A1r9,-0° FRENCH D - ® 3A1 9-0H. _ 1CARPET A 1/2" G.W.B./ 1. 5/B" G.W.B./ I o 9'-0' I ( zJO ", Ii WOOD BASE TEXTURE,PAINT 1EXTURE,PAINT I 145146 PANTRY I ' J + I M N 2. WOOD/TILE B 5/8' G.W.B./ II Ni - TEXTURE,PAINT �� ��� @� MLw� ��IM INIIhtl1VIIIIIIIh111 IIHIRIIIIIMf^'lull iimmiw uulv�, ..� - - WOOD BASE EGRESS i. q oJ & `L' C 3 VINYL 1 ® III 102 o y�0° Iwu 106 IJ I ® I� ��i WOOD BASE D.S. 3-OXS-O SH n I lill el �v Ili',i r - - _ I plllll 4. CONCRETE p`� r3 544, i 6.-5" 8'-1 1/2- I 3'_0• 2'-111/2 I,I DIY ® py �` NOTE: ' o 1111,l,, 22X30 I1111 PROVIDE PARTICLE BD UNDERLAYMENT 0 VINYL, o el OR ALT. �`. ,'�ACCESS PANEL 103 COORDINATE THICKNESS W/ OTHER FLOOR FINISHES TO F 4I0 x' ` 'a I PROVIDE SMOOTH & LEVEL TRANSITIONS. O I ALL G.W.B. CORNERS TO BE BULLNOSE W/ BULLNOSE TO [ . SQUARE TRANSITIONS AT BASE I� 1113 yl; ` USE PRIMER/SEALER ON G.W.B. BEFORE & AFTER GARAGE y,l I TEXTURING. 4431 S# VARIES I;. 3 4 (ICI _ 106 Ipl�I A5.1 A5.1 d I PORTALIS O Nli 3 \ / I ANACORTES, WA X I • o = N .o O o I 11 = I CYPRESS / \ GARAGE RIGHT - X ID • g ® / \ A MAIN FLOOR PLAN g A5.3 LATERAL PLAN 1 / • \ I IDI o FI0 DATE SHEET "� > wa = 3 oxs o sH tl ''d 6/13/05 •l - - - - - - A3 . 3 . 2 m ( Co MAIN FLOOR LIVING AREA = 1663 SF lim-o' 11'-o' SIDE GARAGE DOOR OPTION REVISIONS LOWER LEVEL UV1NG AREA = 850 SF MAIN FLOOR PLAN TOTAL AREA = 2513 Cr 18'-0" 22'-0" GARAGE = 660 SF / ■ SCALE: 1/8"■ _ ® 0 2' 4 8 16