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HomeMy WebLinkAbout1830 W 15th St - Building CITY OF PORT ANGELES DEPARTMENT F COMMUNITY DEVELOPMENT BUILDING DIVISION 32I EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 07 00001089 Date 11/19/07 Application pin number 950360 Property Address 1830IW 15TH ST ASSESSOR PARCEL NUMBER 06 30 00 0 4 3835 0000 Tenant nbr name RICK ANDERSON Application type description RES W SFR Subdivision Name Property Use Property Zoning RS7 SDNTL SINGLE FAMILY Application valuation 147252 Owner Contractor ANDERSON HOMES LLC ANDERSON HOMES LLC 618 S PEABODY ST STE H 618 SOUTH PEABODY STE H PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 452 4641 1 (360) 452 4641 Other struct info TOTAL o LOT COVERAGE 23 04 CONSTRUCTION TYPE V N NUMBERIOF STORIES 2 00 LOT SIZE 7000 00 PROPOSED LOT COVERAGE 1613 00 TOTAL LOT COVERAGE 1613 00 NUMBER OF UNITS 1 00 Permit BUILDING PERMIT RESIDENTIAL Additional desc 1760 SF SFR 515 SF ATT GAR Permit pin number 111435 Permit Fee 1289 05 Plan Check Fee 515 62 Issue Date 11/19/07 Valuation 147252 Expiration Date 5/17/08 ��[A✓` '`O Qty Unit Charge Per Extension BASE FEE 1020 25 48 00 5 6000 THOU BL-100 001 500K (5 60 PER K) 268 80 Permit MECHANICAL PERMIT Additional desc Permit pin number 112334 Permit Fee 203 40 Plan Check Fee 00 Issue Date 11/19/07 Valuation 0 cON n. Expiration Date 5/17/08 Qty Unit Charge Per Extension �p � BASE FE 50 00 )�(�'�"" 5 5 00 7 2500 ECH ME VENT FAN 36 25 11 00 10 6500 ECH ME OTHE1 APPL N/R 117 15 Permit PLUMBING PERMI S '11:1 bJC°� eKol Additional desc p� hGS�-o"' Q �nk-k- Permit pin number 112326 t `y Permit Fee 163 00 Plan Check Fee 00 Issue Date 11/19/07 Valuation 0 Expiration Date 5/17/08 e Oro � \0 Q�e bv. Qty Unit Charge Per Extension BASE FEE 50 00 �11�t{„/-n„ 12 00 7 0000 ECH PL- EA FIXTURE ON ONE TRAP 84 00 e 1 00 7 0000 ECH PL- EA INSTALL WATER PIPE 7 00 Separate Permits are required for electrical work,SEPA,Shoreline ESA,utilities private and public improvements This permit becomes null and void if work or construction authorized i not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work has commenced or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether s ecified herein or not. The granting of a permit does not presume to give authority to violate or canc 1 the provisions of any State o o al law regulating construction or the performance of construction Date Print Name ignatur of Contractor or A thorized Agent Signature of Owner(if owner is builder) T Forms/Building Division/Building Permit(10/01/07).wpd BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS CALL 417-4735 FOR ELECTRICAL INSPECTIONS CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE + INSPECTED AND ACCEPTED POST PERMIT INA CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE -7DATE ACCEPTED COMMENTS YES NO FOUNDATION- FOOTINGS SHEAR WALLS/WALLS FOUNDATION DRAINAGE/DOWN SPOUTS PIERS POST HOLES(POLE BLDGS.) PLUMBING UNDERFLOOR/SLAB ROUGH-IN WATER LINE-(METER TO BLDG) GAS LINE FINAL DATE ACCEPTED BY. BACK FLOW/WATER AIR SEAL WALLS CEILING FRAMING JOISTS/ GIRDERS SHEAR WALL/HOLD DOWNS WALLS/ROOF/CEILING DRYWALL(INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL/FLOOR/CEILING MECHANICAL HEAT PUMP/FURNACE/DUCTS GAS LINE WOOD STOVE/PELLET/CHIMNEY FINAL DATE ACCEPTED BY. COMMERCIAL HOOD/ DUCTS MANUFACTURED HOMES FOOTING/SLAB BLOCKING&HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT H's SEPA. PARKING/LIGHTING ESA. LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W /PW/ CONSTRUCTION R.W ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T Forms/Building Division/Building Permit(10/01/07).wpd CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 1 Page 2 Application Number 07 00001089 Date 11/19/07 Application pin number 950306 Qty Unit Charge Per Extension 1 00 15 0000 ECH PL- EA BLDG SEWER 15 00 1 00 7 0000 ECH PL EA WATER HEATER 7 00 Special Notes and Comments Address numbers shall be plainly visible from the street Address numbers shall be a minimum of six inches high and be of contrasting color from the background A residential fire sprinkler system! installed per NFPA 13D will be required 2nd option is to install an outside alarm bell that is inter connected to the residence s smoke detectors The alarm bell will be painted red in color and identified s as Fire alarm October 1 2007 1 19 53 PM sroberds The proposal will result in a new sir in the RS 7 for total lot coverage of 23% No land use issues noted Electrical load calculations and elctrical permits are required Customer connection fee of $410 00 required 09/26/2007 09 41 AM GMCLAIN Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Downspout drains may be connected to storm system in alley Construct driveway to City Standards No concrete with exposed aggregate allowed in the City road right of way An inspection by Public Works Engineering is required prior to pouring concrete Other Fees SEWER SYSTEM DELV CHARGE 1000 00 STATE SURCHARGE 4 50 PW WATER SYSTEM USE FEE 1230 00 Fee summary Charged Paid Credited Due Permit Fee Total 1655 45 16,55 45 00 00 Plan Check Total 515 62 5115 62 00 00 Other Fee Total 2234 50 2234 50 00 00 Grand Total 4405 57 4405 57 00 00 Separate Permits are required for electrical work,SEPA,Shoreline ESA,utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work has commenced or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T Forms/Building Division/Building Permit(10/01/07).wpd BUILDING PERMIT INSPECTION RECORD >v CALL 417-4815 FOR BUILDING INSPECTIONS CALL 417-4735 FOR ELECTRICAL INSPECTIONS CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT INA CONSPICUOUS LOCATION D KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE -7DATE ACCEPTED COMMENTS YES NO C FOUNDATION- FOOTINGS SHEAR WALLS/WALLS FOUNDATION DRAINAGE/DOWN SPOUTS PIERS POST HOLES(POLE BLDGS.) PLUMBING UNDERFLOOR/SLAB ROUGH-IN Ali WATER LINE(METER TO BLDG) GAS LINE FINAL DATE ACCEPTED BY. BACK FLOW/WATER AIR SEAL WALLS CEILING FRAMING JOISTS/ GIRDERS G SHEAR WALLIHOLD DOWNS WALLS/ROOF/CEILING DRYWALL(INTERIOR BRACED PANEL ONLY) T-BAR INSULATION lh SLAB WALL/FLOOR/CEILING MECHANICAL HEAT PUMP/FURNACE/DUCTS GAS LINE ^ WOOD STOVE/PELLET/CHIMNEY FINAL DATE ACCEPTED BY. COMMERCIAL HOOD/ DUCTS MANUFACTURED HOMES ,x1[ �C3 FOOTING/SLAB BLOCKING&HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT N's SEPA. O PARKING/LIGHTING ESA. LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W /PW/ CONSTRUCTION R.W ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT V) PLANNING DEPT 417-4750 , PLANNING DEPT BUILDING 417-4815 BUILDING T Forms/Building Division/Building Permit(10/01/07).wpd ° °F� CITY OF PORT ANGELES, �� PIUBLIC WORKS UTILITIES DIVISION �� 321 EAST STH STREET PORT ANGELES,WA 98362 Application Number 07 00001089 Date 11/19/07 Application pin number 950300 Property Address 1830 W 15TH ST ASSESSOR PARCEL NUMBER 06 30-00 0 4 3835 0000 Tenant nbr name RICK ANDERSON Application type description RES NEW SFR Subdivision Name Property Use Property Zoning RS7 SDNTL SINGLE FAMILY Application valuation 1147252 Owner Contractor ANDERSON HOMES LLC ANDERSON HOMES LLC 618 S PEABODY ST STE H 618 SOUTH PEABODY. STE H PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 452 4641 (360) 452464:1 Other struct info TOTAL %I LOT COVERAGE 23 04 CONSTRUCTION TYPE V N' NUMBER OF STORIES 2-60' LOT SIZE 7000- 00 PROPOSED LOT COVERAGE 1613 00 TOTAU IifOT 'COVERAGE 1613 00 NUMBER OF UNITS 1 00 Permit- PUBLIC WORKS RES WATER SERV Additionalt desc 5/8 DROP IN METER ;Permit pin,number 112995 Permit Fee 200 00 Plan Check'.Fee 00 Issue Date 11/19/07 Valuation 147252 Expiration Date 5/17/08 Qty Unit Charge Per a Extension BASE FEE' 200 00 Permit RIGHT OF WAY Additional desc Permit pin number 112987 Permit Fee 50 00 Plan Check Fee 00 Issue Date 11/19/07 Valuation 147252' Expiration Date 5/17/08 Qty Unit Charge Per Extension 1 00 50 0000 ECH RIGHT OF WAY PERMIT 50 00 Permit SANITARY SEWER HOOK-UP Additional desc Permit pin number 112979 Permit Fee 120 00 Plan Check Fee 00 Issue Date 11/19/07 Valuation 147252 Expiration Date 5/17/08 Qty Unit Charge Per Extension 1 00 120 0000 EA SAN SE R HOOKUP 120 00 Special Notes and Comments Address numbe'rs. shall be plainly visible 'from 'the. street. Address numbers shall be a minimum of six inches high and-be of contrasting color from the background 'Separate Permits are required'forelectncal work,SEPA,Shoreline,ESA,utilities,private and public improvements.This permit beco'mes' null'and void if work orconstruction,authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a periodiof 180 days after the work as cornmenc 1ed,or if required'inspections have not been requested within 180 days from the last .inspection'. ,hereby certify that] have read and examined this application and know the same to be true and correct. All provisions of' laws and ordinances governing this type of work'will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to iol �d cancel the provisions of any state or local law regulating construction or the performance of con n. , V Sig ature of Contractor r Authorized Agent, Date Signature of Owner if owner:is builder) Date, T•\Policies\1102A1 k[1/05] PERMIT INSPECTION RECORD r CALL 417-4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION RW /PW/ CONSTRUCTION RW ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750PLANNING DEPT BUILDING 417-4815 BUILDING T•\Policies\l 102.15R[1/05] 1 044PUBLIC� LIC CITY OF PORT ANGELES WORKS -UTILITIES DIVISION 321 EAST_ 5TH STREET PORT ANGELES,WA 98362 Page 2 Application Number 07 00001089 Date 11/19/07 Application pin number 950300 Special Notes and Comments A residential fire sprinkler system installed per NFPA 13D will be required 2nd option is to install an outside alarm bell that is inter connected to the residence s smoke detectors The alarm bell will be painted red in color and identified as Fire alarm October 1. 2007 1 19 53 PM sroberdF The proposal will result in a new sfr in the RS 7 for total lot coverage of 23% No land use issues noted Electrical load calculations and el�trical permits are required Customer connection fee of $410 00 Tequired 09/26/2007 09 41 AM GMCLAIN Sanitary sewer connection inspection is required by Public Works prior to back fill of Aitch 24 hour -advance,- notice- is our advance,-notice is required Downspout drain may be connected to storm system in alley Constructdrveway to City Standard No concrete with exposed aggregate allowed in the Ci y road right of way An inspection. by Public Works Engineering is required prior to pouring concrete Other'Fees_: SEWER SYSTEM DELV :CSARGE 10.00 00 STATE SURCHARGE, 4 SA y PW WA ER SYSTEM USE FEE 1230 00 Fee summary Charged Pa. d. Credited,,. Due r_ Permit Fee Total 370 00 3"o 00 00- 00 Plan Check Total 00 00 00 00 Other Fee Total 2234 50 2214 50 00 00 Grand Total 2604 50 26)4 50 00 00 t i Separate Permits are.required fotelectrical work,§EPA,Shoreline,ESA,utilities,private and public improvements.This permit becomes null and void if work or construction authorized is not commencedwithin 180 days if construction or work is suspended or abandoned for a period of 180`d ys after the work as;comme„ced,or-if required'inspections have not been requested within 180 days from-the last inspection. I hereby certify that 1 fhaye read and examined this application and know the same to be true and correct. All provisions of I aws and ordinances governing this type 6(woikNAlibe complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel'f a provisions of any state or local law regulating construction or the performance of construction. 'Signature of Contractor or Authorized Agent, Date. .Signature of Owner(if owner is.builde) Date T•\Policies\1102.15R[1705] PERMIT INSPECTION RECORD r CALL 417-4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER, i INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W /PW/ CONSTRUCTION R.W ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T•\Policies\l 102.15R[1/05] V_ BUILDING PERMIT - APPLICATION FOR OFFICIAL USE ONLY ,? Fill out COMPLETELY and in INK. Your application,prescriptive energy Date Rec. form,plans,specs,and a 8 '% x 11 site plan MUST BE COMPLETE to be Permit# o!7 �C] y.- accepted for review (360)417-4815 FAX (360)417-4711 I Date Approved. Date Issued: Residentilal projects: submit two sets of plans Commercial projects. submit three sets of plans Applicant or Agent �(� />17- Phone Owner t(c, XJ Phone Owners Address6l8 33e�� ST Contractor/Engineer /�l(j r'fal T_5_ State License#AR(D(R; Lh& V41gExpires/2—C 3—a7 Contractor/Engineer's Address 6/8 �� � Qy� /jE r� Phone 4Z PROJECT ADDRESS �J30tj'� T' ZONING LEGAL DESCRIPTION Lot: Block Subdivision CLALLAM COUNTY PARCEL NUMBER X630 �g�'� 9/Z ' LJO-W DI✓sty o P�-s (37-063 am -(,r lot S PW Bhevi TYPE OF WORK SIZE/VA'LUATION a p, G Residential New Constr ❑ Re-roof Stove 7�i t� , SF « $ Z�<()Q/SF = $ X33 ❑ Multi-family ❑ Addition ❑ Move I Garage SF a $ 21 ?3 /SF = $ � E ❑ Commercial 1:1Remodel ❑ Demolition Deck 5 SF a $ Z,,00/SF = $—(_F—g ®Vfk� ❑ Repair ❑ Sign ❑ Other TOTAL VALUATION $_ t BRIEF DESCRIPTION OF THE PROJECTt52- BRIEF — � COMMERCIAL/RESIDENTIAL Occupancy Group Occupant Load Construction Type Existing Structure(s)basement Sq Ft. & Proposed Structure(s) basement Sq Ft. I floor Sq Ft. & 1 floor Sq Ft. 2"d floor Sq Ft. & 2nd floor 0+b Sq Ft. 3" floor _ Sq Ft. & �j 3`d floor __Sq Ft. Accessory Structures Sq Ft. & s _ 53S Sq Ft. Existing Structure(s)TOTAL Sq Ft. & Proposed Structure(s)TOTAL Sq Ft. TOTAL of existing& proposed structures -;X3?5 Sq Ft. 3 LOT COVERAGE Maximum Height of Proposed Structure(s) 2$t 9,, Ft. `r'Y1-5 Lot size Sq Ft. lape -W b 15 a Existing Structure(s)Sq Ft. Footprint _ Are you planning to install a lawn sprinkler system?_ Proposed Structure(s)Sq Ft. Footprint �6 .) �1 TOTAL Structure(s) Sq Ft. Footprint �'j _ y� h�`f'hs� Total Lot Coverage_2 3 L if- % (Divide Total Structure(s)Sq Ft. Footprint by Lot Size Sq Ft.) VALUATION OF CONSTRUCTION In all cases,a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance PLAN CHECK FEE The plan check fee must be,paid at the time the building permit application is submitted. All other permit fees are due at the time of permit issuance EXPIRATION OF PLAN REVIEW An application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing unless such application has been pursued in good faith or a permit has been issued except that the building official is authorized to grant one or more extensions of time for additional periods not exceeding 180 days (90 days for commercial projects)each The extension shall be requested in writing and justifiable cause demonstrated. (IRC/IBC 2006 105.3.2) 1 hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and that l must obtain such permits prior to work. —y1-1 Date Z7 2Oa T- Applicant Web Version 8/14/2007 V PRESCRIPT VE APPROACH-SIMPLE FORM For the Washington State,Energy Code(2006 Edition) Climate Zone 1 Site Information Building Department Use Only- Lot: ( e7 Permit# o-7— tv g Address l LA 3y Notes City tOer-T w�� 5 State* eyk ZIP Contact: �c� S� Phone �– Phone 2 FAX. Table 6-1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) Glazing Door Wall lNall; Wall" _. - _ ". a . Glaiing'. 1U-Factor Vaulted . Iriferior-=.,Exterior Slab,on Option Area' /o of U= Ceiling- .Above-. Floor- Floor Vertical- Overhead_ `Factor" Ceiling Grade B616W, Below Coricrete, 'Grade Grade Unlimited III Group R 3 040 058 0.20 R 38 R-30 R 21 R 21 R10 R 30 R 10 Occupancy Only This Project complies with the following: The project is a single Emily residence or duplex. The project is a wood frime OR all of the insulation is interior or exterior of the framing. All building components meet the requirements listed in Table 6-1 Option III The project will meet all other provisions of the WSEC and VIAQ The Project I ill take advantage ofthe following exceptions to the prescriptive option. '602.6 Exception 1 One door that is 24 ft. or less,that does not meet the standards allowed. Location of the door taking this exception ❑ 602.6,Exception 2. Doors with a U-Factor of 0 40 allowed without calculations,Option III only Location of the door(s)taking exception. Type of Heat Source: G l0 K 10L i i i / / / / / / / / / 182 \ p 1831 \ r f f \ / \ ` t809 / D t \ r \ \ d \ '3 \ � r \ \ r \ < f31' � \ \ f\"•hJ., 9 X39 f \ \ \ 4'w. t \ Keynotes REVISIONS \ (D CONCRETE DRIVER. \ 0 CONCRETE DM" \ J�COVERM �T 'Sr ST \ bak ASSOC! 16N 360 467 30 4 z \ / OP ENCS o / • a/ / Anderson Homes Lot a Port 75th asset Angeles,We • / T ;^ OY,^ Port c\ J JOB NO. / DPAWN BY: W Lot Coverage SHEET \ Site Plan JON (UNDER A2 1 NLDM IRF ROOT"). SrnM•1 20 cOhMOE OF Anders( Homes _ _ 201-01 S.M. Lot 8 183015th S Port Angeles I � I � I I S DATE 09-14-200: JOB NO. ^I I I 1y s DRAWN By* BAK x Lot Coverage SHEET LOT AREA: 7,000 SY A2 • I I ; BUILDING AREA (UNDER ROOF): 1,656 S.F 658 LOT COVERAGE: 23. 2 Of 13 I I L - - - - - - - -� Cj ,ti za V B.&B.L 50.00' Parcel Lookup Page 1 of 1 Parcel Number 630000438350000 _! Site Address 9 W FIFTEENTH ST PA ���© Quit` Back Taxpayer• ANDERSON HOMES LLC 618 S-PEABODY STE I PORT ANGELES WA 98362 Title Owner- ANDERSON HOMES LLC 618 S-PEABODY STE I PORT ANGELES WA 98362 Description LT 8 BL 438 SURVEY V61 P63 FORMER DUM SITE MAP G7 Value Summary Note:Listed values do not reflect adjustments made for exemption programs such as Senior/Disabled or Current Use programs(except Commercial Forestland properties) Land Value 13 188 Improvements Value 0 Total Assessed Value 13 188 Property Characteristics Note- Use Code is fo�Assessor's purposes only Contact the appropriate planning or building departments for Zoning and allowable usage of property Use Code 9100 UNDEVEL LAND Land Size (acreage) 00 Note!Acreage is not listed for all properties in the Assessor's records.More information about land size. Tax Status. Taxable Ta Code Area. 0010 Note.Zoning and zoning codes change constantly Verify all zoning with the appropriate planning or building.department. Building Characteristics. (Click on Bldg.#for more details.) # Bldg.Type Bldg. Style Total S.F. BD BA Tax History Sales History Quit Back 1 441 573 http.//apps.clallam.net/website/sitis p pgm?parcel=0630000438350000 9/21/2007 LATERAL DESIGN FOR ANDERSON HOMES A BAK ASSOCIATES PLAN PORT ANGELES, WASHINGTON NOTE. This stamp applies to the members and assemblies described in these calculations only and is only valid if it is a wet stamp. '7 3m /o o� wAr 40910 ip ` TONAL 1 EXPIRES 04/25/ b9' WELLER CONSULTING PROJECT NO 07-068 21925 8TH PL W DATE 07/30/07 BOTHELL, WA 98021 PREPARED BY -Mark Weller, P E. (425)488 9868 (425)486 6715 FAX DESIGN CRITERIA PER THE 2006 INTERNATIONAL BUILDING CODE EARTHQUAKE PER SECTION 1614 Design Per ASCE 7-05 Section 12.8 Equivalent Lateral orce Procedure Base Shear- V=Cs * W Cs=Seismic Response Coefficient W=Effective Seismic Weight Site/Project Specific Design Values Ss= 1.25 per USGS S, =0.50 per USGS Site Class D (Default) Seismic Design Category D R=6.5 from Table 12.2 1 IW= 100 Cs=0.1282 per Section 12.8.1 1 WIND DESIGN PER SECTION 1609 (Allowable Stress Design) Design per ASCE 7-05 Section 6 4 Design Wind Pressure: Ps=X * Iw * PS3o where: X=Exposure Factor KZT=Topographic Factor Iw=Importance Factor PS30=Base Design Pressure Site/Project Specific Values. Basic Wind Speed= 100 mph( 30 ?,= 140 Exposure 'C' (<30') KZT= 1 00 IW= 100 PS30=see ASCE 7-05 Figure C-2 STANDARD DESIGN INFORMATION The information described belo is to be used unless otherwise noted on the plans WOOD DESIGN per Sections 2301 &2301.2.1 Allowable Strength Design when applicable; per 2308 Conventional Light-Frame Construction MINIMUM NAILING REQUIREMENTS per Table 2304 9 1 ANCHOR BOLTS. 5/8' 0 x 10' A307 or better w/7' min. Embedment. V = 1328#/bolt CONCRETE DESIGN per Chapter 19&A�l 318-05 Concrete: f,=2500 psi Rebar fy=40 000 psi MISCELLANEOUS HARDWARE SIMPSON Strong-Tie Connec ors or equal SHEAR WALL SCHEDULE (SEE 2006 IBC table 2306.4.1 &Section 2306.4.1) All shear walls to be sheathed from top plate to bottom plate. Block all panel edges. Nail spacing is for all panel edges Space nails @ 12' o c.along intermediate framing members. SW-6 v=260 plf 7/16 OSB w/8d(0 113 0)nails @ 6' o.c Anchorage(int lerior walls only)to SINGLE foist or blkg below- 16d(box)@ 6' o.c. SW-4 v=350 plf 7/16 OSB w/�8d(O 113 0)nails @ 4 o.c Anchorage(int lerior walls only)to SINGLE joist or blkg below- 16d(box)@ 4 o.c. SW 3 v=490 plf 7/16 OSB w/8d(0 113 0)nails @ 3 o.c. Anchorage(in ierior walls only)to 4x(min ) BEAM or blkg below- 16d(box)@ 3 o.c. NOTE use m�n 3" nominal studs @ adjoining panel edges SW 2 v=640 plf 7/16 OSB w/8d(0 113 0)nails @ 2 o.c.(staggered) Anchorage(interior walls only)to 4x(min.)BEAM or blkg below- 16d(box)@ 2 o.c. NOTE. use m�n 3" nominal studs @ adjoining panel edges The shear values above are ibased upon the use of 8d box nails with a full head,a shank diameter of 0.113 ,and a minimum penetration of 1.375' From Table 2306.4.1 use 15/32,8d values with a 0.729 reduction for Hem Fir& 14 increase for wind. 1661 @ 16' O.C. 5HEAR WALL EDGE NAILING RIM J015T LOCATE SHEATHING JOINT @ COMMON MEMEBER SHEAR I KAN�PFER 0 EXTERIOR WALL DETAIL SEISMIC & WIND ANALYSIS # 07-068 FOR ANDERSON HOMES SEISMIC PER ASCE 7-05 SECTION 12.8 SEISMIC BASE SHEAR. V= 0 1282 W Dead Loads. Roof= 15 psf(horn. framing) & 10 psf(partition) WR = 955 SF @ (15 + 10) psf = 23 875 # Floor= 10 psf(horz. framing) & 10 psf(partition) WUF = 1585 SF @ (10 + 10) psf = 31 700 # Vertical Distribution Level Weight(w) Height(h) w x h % Roof 23 875 17 405 875 59% VR= 2,929 # Upper 31 700 9 285 300 41% VUF= 2,059 # Total 55 575 691 175 Total = 4,988 # WIND- PER ASCE 7-05 SECTION 6 4 WIND PER ASCE 7-05 SECTION 6 4.2 1 1 side/side FR= 31 SF @ 27 86 psf= 864 # A <30 278 SF @ 100 psf= 2,780 # 25 SF @ 448 psf= 112 # B <30 205 SF @ 2016 psf= 4 133 # C <30 17 SF @ 462 psf= 79 # D <30 Total Roof s/s FR= 5,187 # FUF = 63 SF @ 27 86 psf= 1 755 # A <30 548 SF @ 100 psf= 5,480 # 0 SF @ 448 psf= 0 # B <30 305 SF @ 2016 psf= 6 149 # C <30 180 SF @ 462 psf= 832 # D <30 Total Upper Floor s/s. FUF= 8,736 # Total s/s = 13,923 # Total s/s = 8,260 # front/back FR= 46 SF @ 27 86 psf= 1,282 # A <30 388 SF @ 100 psf= 3,880 # 37 SF @ 448 psf= 166 # B <30 120 SF @ 2016 psf= 2 419 # C <30 185 SF @ 462 psf= 855 # D <30 Total Roof f/b FR= 4,721 # FUF = 63 SF @ 27 86 psf= 1 755 # A <30 303 SF @ 100 psf= 3,030 # 0 SF @ 448 psf= 0 # B <30 175 SF @ 2016 psf= 3 528 # C <30 65 SF @ 462 psf= 300 # D <30 Total Upper Floor f/b. FUF= 5,583 # Total f/b= 10,305 # Total f/b= 6,910 # SUMMARY Wind controls both levels, both directions. r UPPER FLOOR SHEAR WALLS side/side. VR= 5,187 # V= 162 plf LEFF= 32.0 ft Line LTRIB V Length Shear Shear Wall H/W Seismic Redundancy Height MOT MR Uplift Resisting Element Type Ratio Ratio Factor(p) (ft) (T/C) Left/Front Right/Back RMID 16 2594 # a 14.25 182 plf SW-6 056 1 00 1 30 8 20748 #-ft 4874 #-ft 1074 # 4 4 FRONT 16 2594 # a 2.83 190 pif SW-4 2.83 071 1 30 8 4298 #-ft 192 #-ft 1443 # 4 4 b 2.83 190 plf SW-4 2.83 071 1 30 8 4298 #-ft 192 #-ft 1443 # 4 4 c 4 190 plf SW-6 2.00 1 00 1 30 8 6076 #-ft 384 #-ft 1412 # 4 4 d 4 190 plf SW-6 2.00 1 00 1 30 8 6076 #-ft 384 #-ft 1412 # 4 4 TOTAL 32 5,187 # 1366 front/back. VR= 4 721 # V= 152 plf LEFF= 31.0 ft Line LTRIB V Length Shear Shear Wall H/W Seismic Redundancy Height MOT MR Uplift Resisting Element Type Ratio Ratio Factor(p) (ft) (T/C) Left/Front�igbt/Back LEFT 155 2361 # a 20 118 plf SW-6 040 1 00 1 30 8 18885 #-ft 9600 #-ft 408 # 1 Rdl RIGHT 155 2361 # a 14 169 plf SW-6 057 1 00 1 30 8 18885 #-ft 4704 #-ft 974 # 1 4 TOTAL 31 4,721 # r N MAIN FLOOR SHEAR WALLS side/side: VUF= 8,736 # v= 156 plf LEFF= 56.0 ft Line LTRIB V Length Shear Shear Wall H/W Seismic Redundancy Height MOT MR Uplift Resisting Element Type Ratio Ratio Factor(p) (ft) (T/C) Left/Front Right/Back REAR 12 1872 # a 2.75 340 SW-3 3.27 061 1 30 9 8424 #-ft 204 #-ft 2980 # 5 5 b 2.75 340 SW-3 3.27 061 1 30 9 8424 #-ft 204 #-ft 2980 # 5 5 55 RMID 28 6961 # a 12.5 557 SW-2 064 1 00 1 30 8 55690 #-ft 3750 #-ft 4120 # 6 6 FRONT 16 5089 # a 25 527 SW 2 3.20 063 1 30 8 10537 #-ft 150 #-ft 5591 # 6 6 b 2.5 527 SW 2 3.20 063 1 30 8 10537 #-ft 150 #-ft 5591 # 6 6 c 2.33 527 SW 2 343 058 1 30 8 9821 #-ft 130 #-ft 5564 # 6 6 d 2.33 527 SW 2 343 058 1 30 8 9821 #-ft 130 #-ft 5564 # 6 6 TOTAL 56 13,923 # 966 front/back. VUF = 5,583 # v= 180 plf LEFF= 31.0 ft Line LTRIB V Length Shear Shear Wall H/W Seismic Redundancy Height MOT MR Uplift Resisting Element _ Type Ratio Ratio Factor(p) (ft) (T/C) Left/Front Right/Back LEFT 11 4342 # a 2.5 152 SW-6 3.20 063 1 30 8 3047 #-ft 150 #-ft 1152 # 1 5 b 26 152 SW-6 035 1 00 1 30 9 35649 #-ft 18252 #-ft 587 # 5 1 285 CEN 155 2792 # a 2383 117 SW-6 038 1 00 1 30 9 25126 #-ft 15332 #-ft 336 # 2 1 RIGHT 45 3171 # a 14 227 SW-6 057 1 00 1 30 8 25369 #-ft 4704 #-ft 2411 # 1 5 TOTAL 31 10,305 # r C� HORIZONTAL DIAPHRAGM SHEARS/LOAD PATH ROOF DIAPHRAGM RMID v = 2594/31 = 84 plf OK FRONT @ 2 83'walls v = 5 66 x 190/ 14 =77 plf OK ADD CS16 beam to wall top plate @ 4 walls, v = 8 x 190/ 11 = 138 plf OK RIGHT v=2361 /31 67 = 75 plf OK UPPER FLOOR DIAPHRAGM REAR. v= 1872/22 = 85 plf OK RMID- v net= 28 x 156/31 = 141 plf OK ADD (3) CS16 rim to blocking between ballooned framed studs FRONT @25'walls v net= 16 x 156/9 66 x 5/14=93 plf OK D A35-@-16"-o-c—blocking-to-wall-top-pt @233 walls vnet= 16x156/966x466/ 11 = 110plf OK RIGHT v net=4 5 x 180/23 = 35 plf OK ANCHOR BOLTS USE 5/8' fel Anchor Bolts @ 5' 0' o.c. Unless Notes Otherwise(U.N O) v= 1.6 x 860#/5= 275 plf NOTE. If v> 350 plf Then V(bolt)= 1.6 x 860/2=688# REAR. @ 2.75'walls V= 2 75 x 340= 935# (1) 5/8' A.13 OK RMID V= 6961 # (11) 5/8' A.B. REQ'D FRONT @ 2.5'walls v= 5 x 527/ 14= 188 plf OK @ 2.33 walls v =4 66 x 527/11 = 220 plf OK RESISTING ELEMENT ROS Dead Load Reaction 1 Perpendicular Exterior Wall TmAx=VcoRNER= HwALL x vMiN 2 Perpendicular Wall (min) 5 16d nails =5'x 109 plf= 545# 3 A 35 Framing Anchors=450#each 4 CS16 Strap= 1705# 5 STHD10 or STHD10RJ @ 3730# 6 PHD6 @ 5860# r i WELLER CONSULTIN JOB NAME BAK/ANDERSON HOMES w c ENGINEERS P C JOB NUMBER 07-068 PREPARED BY MW DATE 7/30/07 SHEET NO L OF L 21925 8TH PL W BOTHELL,WA 98021 PH. (425)488 9868 FAX(425)486 6715 (2) 2x_HF#25TUDS TKU55E5 PER PLAN PHD6 HOEDOWN 106 @I 6' O.C. %8 0 ALL THREAD ROOF SHEATHING 5.E.T EPDXY GROUT PER MANUFACTURERS RECOMMENDATIONS RIM J0I5T W/SOLID BLOCKING SILL PLATE VENTt D 6LOCKING H1 @ 214 O.C. DETAIL A a a a a O a d d 0 0 DETAIL P> \\ Keynotes REVISIONS \ O1 CONCRETE DRIVEWAY ( CONCRETE SIDEWALK \ 0 COVERED PORCH \r, s� \r9FF \ bak ASSOCIATES 1000 W.19th Btreet • POR QBM ♦`s• • \ 980 457 e 3014 2 \ 1 / � eSg � P SED / / ENCE / Anderson Homes / 411, Lot s • // //ate ornsfePAgeleWe N / •• p DATE �� • 09-14-2007 ♦ •' JOB NO. DRAWN BY' BAK Lot Coverage SHEET Site Plan LOT AREA: 7,000 S.F Scala: 1 v20—0A w A2 1 J BUILDING AREA (UNDER ROOF): 1,656 S.F LOT COVERAGE: 23.65% 2 OF 13 I L 3 4- --------- A. I I I :I STH- - o ' _ I ^^ I I I I. I I• I I I I I I i I SLAB ON GRADE 4 CONCRETE SLAB/ I 4 COMPACTED FILL / I I S= +� SLOPE TO DOOR r-1Q° CL L-J24 I• I I H '0 I;1 I 3 S2.1 I I O 2 x 8 P T. LEDGER W/ I (2) ROWS 1/4 X 4 1/2' SDS SCREWS , D.C. 1O 7/8' ALL THREAD FOR PHD6 ABOVE, SEE DETAIL B I ------ ----_ ----_-_- O --� • -—---- I ---- I—I ' r------- -- -- - --- ----- I x 24- (MIN,) I I wl ACCESS r_ ; ^(�u o I' l L O I ' m (8) FNDN. VENTS j I 11 Of, I 24 I o \ O LOCATE AS SHOWN II 4XI0 0 OF 12 J L_J L_J _J L_J I - 24 24 24 24 2 8 / 6 6 I I l L_44_J24 CRAWLSPACE 1i 6 MIL (BLACK) V.B. ;I I (2) F.A L-J n m \S2. _I -2�4 O -X41.4X + JJ -o LrH--f-^-\- Lf�-/TJ24 224 24 4 2 I L 2-8 a_6 2 6: O I�IlII 2 3 � I �----- _ 1 2 X 8 P T DGER w% L---=L LE24 (2) ROWS 1/4- X 4 1/2' I SDS SCREWS O 12-O.0 \ L - L-J24 - 18 - 18 —�24 t;O r L_J24 L-J24 NOTE USE 5/8" O ANCHOR BOLTS W/ 3" x 3" x 1/4" WASHERS (4). 5'-0" O.C. U.N.O OA (11) 5/8' A.B. REQ'D FOUNDATION PLAN 1 v Ll� STl-4�io, 7tiP Cce.� Lz GA 2AC3, 0 O1 ADD(3) CS16 RIM TO BLOCKING BETWEEN BALLOONED FRAMED WALL Q2 ADD A35 @ 16' O C BLOCKING TO WALL TOP PLATE O3 HOLD BACK STUD TO ALLOW FOR CONTINUOUS SHEAR WALL SHEATHING i ® PHD6 SEE DETAIL B FL- z 3 ❑ ❑ 1: sw o ❑ S�..l i �.J 2 NOTE ALL EXTERIOR WALLS TO BE SW-6 U.N.O. MAIN FLOOR SHEAR WALLS OL I i i I I f , � 3 Z 10 ADD CS16 BEAM TO WALL TOP PLATE i _ I _ O-CS16 TOINALL BELOW RM�� O CS16 TO RIM BELOW ® CS16 TO HEADER BELOW t NOTE. ALL EXTERIOR WALLS & GABLE ENDS TO BE SW-6 U.N O. UPPER FLOOR SHEAR WALLS