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Home My WebLink About137 E Ahlvers Rd - BuildingJob wired by Electrical contractor name Purchaser's mailing address City Telephone number State ZIP FAX number Electrical Contractor Ca'6wner 'Premises owner's name b' e'er >M b .Address of inspection t 1 l /XX City f iNCv`Setie W v. co 3 Phone number to sched le inipVion Owner as defined by RCW 19 28.261 (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. After reading the above statement, I hereby certify that I am the owner of the above Inspection Date 4— 0- Date Appr ed By License number Date Expires 1 ELECTRICAL WORK PERMIT APPLICATION C? (Installation description Commercial lsidential named property or a licensed electrical contractor. 1 am making the electrical instal- Credit Card Visa Mastercard Discover lation or alteration in compliance with the electrical laws, N.E.C. RCW Chapter 19.28, WAC. Chapter 296 -46B, The City of Port Angeles Municipal Code, and Card Utility Specifications. /Signature of owner electrical contractor or electrical administrator Expiration Date Inspection fee X L Date. y —�f�° �fca rd I I I. R o f Electrical Load Additions and or subtractions Service Information (I NO LOAD CHANGES Baseboard KW Voltage Furnace KW Overhead Service Phase 1 3 Heat Pump Ton LAR Temp Service Service Size: Fan -Wall KW Underground Service Feeder Size: SAME DAY INSPECTION, CALL BEFORE 7 00 AM 360- 417 -4735 Area, Building or Equipment Inspected <Gt r.. rn Lt T 7�r 2 dude /0-c1 4 462_ a, (t.- Z l CrO r Gr Cash Check Altered /Addition V` 1.At. "t'% lJt CItiT, v 1 Date Appr ved By ate Appr ed By !D- 7 d AL 1 DITCH FEEDER Date Appr ed By Date Appr ed By Date /9PP 1 7D HnuSr ROUGH-IN r THERMOSTAT SERVICE Approved By Action Taken Electrical Inspector IT <f ,""T~. ,,~~~ ~r.. L~ ~ "4l,,~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 ~ <:s'\ f Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Tenant nbr, name Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 06-00000779 Date 370658 137 E AHLVERS RD 06-30-15-2-3-9030-0000- JOSEPH SPRINGOB RES DETACHED GARAGE 8/04/06 ""-J -....J ~ Owner Contractor t-t n J__L ?J/Mf~J 24000 SPRINGOB JOSEPH M PO BOX 231 PORT ANGELES OWNER WA 983620037 Other struct info . TOTAL % LOT COVERAGE CONSTRUCTION TYPE HARD SURFACE AREA NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS 10.50 V-N 1 1. 00 2280.00 40609.00 2000.00 4280.00 1. 00 ~-~ """- ~ -......:J '\ ~ r Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date BUILDING PERMIT -RESIDENTIAL 2000 SQ. FT. DETACHED GARAGE 82834 403.75 Plan Check Fee 8/04/06 Valuation 1/31/07 161.50 24000 22.00 BASE FEE 14.0000 THOU BL-2001-25K (14 PER K) Extension 95.75 308.00 Qty Unit Charge Per Special Notes and Comments The Fire Department has reviewed the project application and has no comments 07/25/2006 04:24 PM SROBERDS - The proposal is a 2000 s.f. detached garage in the RS-9 zone for total lot coveage of 11%. No land use issues are noted. Electrical load calculations and elctrical permits are required. Public Works Utility Engineering has no requirements for this plan review. ;0 P- Other Fees STATE SURCHARGE 4.50 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 403.75 403.75 .00 .00 Plan Check Total 161.50 161.50 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 569.75 569.75 .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 as 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. ~. -~/) ~ ._~ ~o\.. Date Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) T:\Policies\1102_15 building permit inspection record05.wpd [1/4/2005] ~ BUll.,DING PERMIT INSPECTION RECORD CALL 4] 7 -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 UNLA WFUL TO COVER, INSULA TE 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 FOUNDATION: I2t:(3A12- -' 6/~5/ch ::ft./ FOOTINGS SHEAR WALLS 1 WALLS FOUNDATION DRAINAGE 1 DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE (METER TO BLDO) GAS LINE , FINAL DATE ACCEPTED BY: '. BACK FLOW -"~ER , t . . AIR SEAL , WALLS . CEILING I FRAMING JOISTS 1 GIRDERS SHEAR WALLlHOLD DOWNS WALLS 1 ROOF 1 CEILING ') J<{ /0 7 J L..l DRYWALL(INTE~ORBRACEDPANELONL~ T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING I MECHANICAL HEAT PUMP 1 FURNACE 1 DUCTS GAS LINE WOOD STOVE 1 PELLET 1 CHIMNEY FINAL DATE ACCEPTED BY: COMMERCIAL HOOD 1 DUCTS MANUFACTURED HOMES FOOTING 1 SLAB BLOCKING & HOLD DOWNS SKJRTING - PLANNING DEPT. SEPARATE PERMIT #'s SEPA: P ARKING/LIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECT~CAL - LIGHT DEPT. 417-4735 ELECT~CAL LIGHT DEPT CONSTRUCTION R. W.I PWI CONSTRUCTION - R.W. ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 (J / FIRE DEPT. PLANNING DEPT. 417-4750 / I /J PLANNING DEPT. 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Sllb.k!ct; ~~~L..- Date: _ ~ 'l-DQ/d , Project No. Sy: C~ Sheet I of r~iiPl,'-1 ~,,~ ~nz.1AvT1/l~ 1;1NJ J:z'~ C()M~OtJ t:l'NT'~ ;. ~ ~DOI)Vt1 ~rO~lA~ ~ I lo~ M~ ~NOI)J. ;~ 1.,..~7 / -sa. -p-j' . C~ . ~?1)1)~. . ~'2- . ;!i:.:}~~;~;:~~~?::?-l~:"\', ':~'::~' .....". ,.".: ...... '.. .~. . ',.. : .:: . FILE ,. ;:~u: "." j. , i I ! I I i I I , ~. / LINDBERnS='AlfITH ARC H I~.J..YC:;:'. S 319 S. Peabody, Suite B., Port Angeles, W A 98362 360.452.6116/ fax 360.452.7064 contact(ii)lindarch.com / www.1indarch.com Project: ~~'\,~ () ~ Subject: LA-~l..- Date: ) \Ald1 ~~ ./ Project No. By: '-'1>;' Sheet ').,.. of SHEAR WALL SUMMARY W L .H V V/L SW VH~WL/2 POST HOLD DOWN A So )4 I t'5 4?31 f;1 <5? - ... - & '" '\ 4~1 72.3 1 10) \)~ ~l) /-4~OQ n ..?o~ 2. } AN", ~lZ- ~ v"f .. ,ll ];))IA. ~ ~Df4() I:) ~'2""1" I_A'- r-_ \ 6" I $.?J75 l'i } lR - - - 1 +a ~ rs'lie; \~4 4i - ... - 5 rriovr. I/ALLOFIT/FIRMINFO/FORMS/SHEAR W AL _u~ :.loa: a8v.ref) .AlaN Y I OJ~1J\IS~ \ ..~ :UTa 18 ~poq~.f~~ 8lS J["l1L..Julllr \1Jii>><Q)t..J'WL~CIJL~ ~ JL <c CBlftaII TMlWHON. ... ".". -_.- -.- --...-- ---~ . - --- .----- - -_.------ e i12~ ~;IIJJ ~~~~, ~ I~l!l~t!i :;J ~fi~~2 3 ~~~~~ ~ ~gai ~ ~~1~5 ~ ~Q!il B ~s~J!~,1 a ~~~~~dl >-. ~ r' 2 . ~ ! ---_..-.-_._-'---,---.--'.. -'-~. - ._-------"- ._---.-~-+- "-- -.-. - -.-.------- ......- z '<t -1 lL -1 -1 '<t 3 (l '<t ill I d) ........ z 0 t- '<( n z :J j 0 j.- 11- ~!I - II i1j!il.i ~ I lii~i 8 !~~I!I~ IS!!I!fi ~~!ig~~lf ~li!H~I~; It~!i.i'~~ i~~~I~I~1 !gilf2Pli~~ pr;;!I~!11 telU~ ,iU ;;- A. PL~OOD OR 0.S.8. SHEAR WALLS 1. MAXIMUM SHEAR = 250 P.L.F. .. USE Y2" SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH ad NAILS AT 6" O.C. FOR FRAMING, USE DF NO.2. PROVIDE Y2" DIAMETER ANCHOR BOLTS AT 32" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 2; MAXIMUM SHEAR = 315 P.L.E . USE W SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH ad NAILS AT 5" . O.C. FOR FRAMING, USE OF NO.2. PROVIDE~" DIAMETER ANCHOR BOLTS AT 32" O.C. MAXIMUM SPACING Ai THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 3. MAXIMUM SHEAR = 375 P.L.F. USE }'z" SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WItH 8d NAILS AT 4" O.C. FOR FRAMING. USE 3X DF NO.2. PROVIDE W DIAMETER ANCHOR BOLTS AT 24" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH. END OF THE WALL. SEE FRAMING/SHEAR WALL PLANS. 4. MAXIMUM SHEAR = 490 P.LF. USE }'z" SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3" O:C. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHoR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 32" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. . 5. MAXIMUM SHEAR = 560 P.L.F. USE~" SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH 10dNAILS AT 3" . O,C. FOR FRAMING, U$E 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED. BOLT THROUGH BOTH P(..A TES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 24" O,C. MAXIMUM SPACiNG AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. iyJAXIMUM SHEAR = 685 P.L.F. USE~" SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 21/2" O.C. STAGGERED: FOR FRAMING. USE 3X DF NO.2. DOUBLE BOTTOM f:'LATES ARE REQUIRED, SOL T THROUGH BOTH PLATES WITH ANCHOR BOLTS. . PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 20~ O.C. MAXIMUM SPACING AT THE . FOUNDATION. FOR TIE DOWNS AT EACH ENO OF THE WALL. SEE . FRAMING/SHEAR WALL PLANS. . 6. 7. .MAXIMUM SHEAR = 770 P.L.F. . USE ~.. SHEArING - ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2'; O.C. STAGGERED. FOR FRAMING, USE 3X OF NO.2. DOl)BLE BOTTOM. PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. ~ROviDE5(8" DIAMETER ANCHOR BOLTSAT1S"0.C. MAXIMUM SPACING AT THE FO"uNDATION. FOR TIE DOWNS AT EACH END OF THE.WALL. SEE. : . FRAMING/SHEAR V\(ALL PLANS. '. . . . 8. MAXIMUM SHEAR = 870 P.LF. USE %" SHEATING - BOTH SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3 1/2n O.C. FOR FRAMING, USE3X OF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 20n O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 9. MAXIMUM SHEA~ = 980 P.L.F. USE ~n SHEA TING - BOTH SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3" O.C. FOR FRAMING, USE 3(( DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES'WITH ANCHOR BOLTS. PROVIDE 3/4n DIAMETER ANCHOR BOLTS AT 18" O.C. MAXIMUM SPACING AT THE FOUNDATION, FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 10. MAXIMUM SHEAR == 1,200 P.L.E USE W' SHEATING - BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT- 3~ O.C. STAGGERED. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE"3/4n DIAMETER ANCHOR BOLTS AT 14" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 11. MAXIMUM SHEAR = 1,540 P.L.E . USE %n SHEATING - BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2" O.C. STAGGERED. FOR FRAMING, USE 3X DF NO.2.. DOUBLE BOTTOM PLATES .ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4n DIAMETER ANCHOR BOLTS AT 11n O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WAll PLANS. 12. MAXIMUMsHEAR = 1,740 P.L.F. USE 5/8" SHEA TING - BOTH SIDE OF WALL. NAil All EDGES WITH 10d NAILS AT 2" 9.C. STAGGERED. FOR FRAMING, USE 3X OF NO.2. DOUBLE BOTTOM PlATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVID.E 3/4n DIAMETER ANCHOR BOLTS AT g" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WAll PLANS. . . Roof Beam[ 2000 International BuildinQ Code (97 NDS) 1 Ver: 6.00.7 By: Charles Smith, Lindberg & Smith on: 07-07-2006: 06:32:48 AM Project: SPRINGOB - Location: HEADER 1 Summary: 5.125 IN x 24.0 IN x 20.0 FT /24F-V4 - Visually Graded Western Species - Dry Use Section Adequate By: 84.9% Controlling Factor: Section Modulus / Depth Required 17.65 In Deflections: Dead Load: DLD= 0.13 IN Live Load: LLD= 0.26 IN = U920 , Total Load: TLD= 0.39 IN = U617 Reactions (Each End): Live Load: LL-Rxn= 7700 LB Dead Load: DL-Rxn= 3777 LB Total Load: TL-Rxn= 11477 LB BearinQ LenQth Required (Beam only, support capacity not checked): BL= 3.45 IN Camber Reqd.: C= 0.19 IN Beam Data: Span: L= 20.0 FT Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof: RP= 4 :12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Camber Adjustment Factor: CAF= 1.5 XDLD Roof LoadinQ: Roof Live Load-Side One: LL1= 35.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 2.0 FT Roof Live Load-Side Two: LL2= 35.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 20.0 FT Roof Duration Factor: Cd= 1.15 Beam Self WeiQht: BSW= 30 PLF Slope/Pitch Adiusted LenQths and Loads: Adjusted Beam LenQth: Ladi= 20.0 FT Beam Uniform Live Load: wL= 770 PLF Beam Uniform Dead Load: wD_adi= 378 PLF Total Uniform Load: wT= 1148 PLF Properties For: 24F-V4- Visually Graded Western Species BendinQ Stress: Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Ey= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 650 PSI BendinQ Stress of Compo Face in Tension: Fb_cpr= 1200 PSI Adjusted Properties Fb' (Tension): Fb'= 2588 PSI Adjustment Factors: Cd=1.15 CI=0.99 Cv=0.94 Fv': Fv'= 219 PSI Adjustment Factors: Cd=1.15 Design Requirements: 57387 ControllinQ Moment: M= FT-LB 10.0 ft from left support Critical moment created by combining all dead and live loads. ControllinQ Shear: V= 9182 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 266.12 IN3 S= 492.00 IN3 Area (Shear): Areq= 63.03 IN2 A= 123.00 IN2 Moment of Inertia (Deflection): Ireq= 1721.34 IN4 1= 5904.00 IN4 ~ . .. Roof Beam[ 2000 International BuildinQ Code (97 NDS) 1 Ver: 6.00.7 By: Charles Smith, Lindberg & Smith on: 07-07-2006 : 07:19:47 AM Project: SPRINGOB - Location: HEADER 2 Summary: 3.5 IN x 5.5 IN x 3.0 FT / #2 - DouQlas Fir-South - Dry Use Section Adequate By: 705.2% Controlling Factor: Area / Depth Required 1.69 In Deflections: Dead Load: Live Load: Total Load: Reactions (Each End): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, support capacity not checked): Beam Data: Span: Maximum Unbraced Span: Pitch Of Roof: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Roof LoadinQ: Roof Live Load-Side One: Roof Dead Load-Side One: Tributary Width-Side One: Roof Live Load-Side Two: Roof Dead Load-Side Two: Tributary Width-Side Two: Roof Duration Factor: Beam Self WeiQht: Slope/Pitch Adjusted LenQths and Loads: Adjusted Beam LenQth: Beam Uniform Live Load: Beam Uniform Dead Load: Total Uniform Load: Properties For: #2- DouQlas Fir-South BendinQ Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.15 CI=1.00 Cf=1.30 DLD= LLD= TLD= LL-Rxn= DL-Rxn= TL-Rxn= BL= L= Lu= RP= U U LL1= DL1= TW1= LL2= DL2= TW2= Cd= BSW= Ladj= wL= wD adj= -wT= Fb= Fv= E= Fc_perp= Fb'= Fv': Fv'= Adjustment Factors: Cd=1.15 Design Requirements: ControllinQ Moment: 1.5 ft from left support Critical moment created by combining all dead and live loads. ControllinQ Shear: At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): SreQ= S= AreQ= A= IreQ= 1= , M= 0.00 IN 0.00 IN = U10956 0.00 IN = U7322 158 LB 78 LB 236 LB 0.13 IN 3.0 FT 2.0 FT 4 :12 240 180 35.0 PSF 15.0 PSF 2.0 FT 35.0 PSF 15.0 PSF 1.0 FT 1.15 5 PLF 3.0 FT 105 PLF 52 PLF 157 PLF 850 PSI 90 PSI 1200000 PSI 520 PSI 1267 PSI 104 PSI 177 FT-LB 165 LB 1.67 IN3 17.65 IN3 2.39 IN2 19.25 IN2 1.19 IN4 48.53 IN4 V= Fill out COMPLETELY and in INK. Your application and site plan MUST COMPLETE to be accepted for review. If you have any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 n FOR ~FFICIAL USEONL y, ~ Date Rec.: 7-11-06 . Permit #: (")~ - 7'1 q Date APProVed~ Date Issued:~ BUILDING PERMIT - APPLICATION Applicant or Agent: Owner: j o~~ t~ Address: \ 3 ~ E. (!) c..u 1'1 e v M. 'Sr':"-~Q\, Ah \ .u r> City: ?, ~. Phone: Phone: ]\,0- L.t~ '\ --\o'~(3 b Zip: '\ "'If 3 ~ 'L Architect/Engineer: ~ e (+' Contractor :> e \ ~ Address: Phone: State License #: Exp: Phone: Zip: ZONING: PROJECT ADDRESS: /31 City: t:, \A-'^-\VCY~ Block: LEGAL DESCRIPTION: Lot: Subdivision: CLALLAM COUNTY PARCEL NUMBER: t) \"ol)~"3q~~ () Credit Card Holder Name: Billing Address: ~ . 0 . b~ Credit Card Type VISA MC TYPE OF WORK: Blfesidential ~w Constr. 0 Re-roof o Multi-family 0 Addition 0 Move o Commercial 0 Remodel 0 Demolition o Repair 0 Sign BRIEF DESCRIPTION OF THE PROJECT: ~1\ # City: ~. ~, Exp. Date: SIZEN ALUATION: o Stove SF. @ $ /SF. = $ o Garage SF. @$ /SF. = $_ o Deck d--.1JUi) SF. @ $--1 f)... ~_/SF. = :_ _ ~ 'Y ~'\0'\f0 o ()tl1er d TOTAL VALUATION $_ ~ '-l OJ'D \~:t~r-hp -5"~80 I COMMERCIAL/RESIDENTIAL: Occupancy Group: Occupant Load: No. of Stories: l Lot Size: 41..:) \,.\:) q, Existing Sq. Ft. '2-'2go _ & Proposed Sq. Ft. Total lot coverage /0. r % Construction Type: ~ 000 = TOTAL Sq. Ft. 4t~ tjJ.bO APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: ESAlWetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other: 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: IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: Ifno permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section RI05.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. I 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 ,not the City's, and that I must obtain such permits prior to work. T:\Policies\BL-1102 _13.wpd Applicant: ~ Date: , 7-J'1- Db :fPOA:r~ $".J.O~~~ Ra ~-- 'l.lii:.,~ CITY OF PORT ANGELES DEP ARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DWISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property zoning . . . Application valuation Owner SPRINGOB JOSEPH M PO BOX 231 PORT ANGELES Other struct info . Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date 05-00000861 Date 168674 13 7 E AHL VERS RD 06-30-15-2-3-9030-0000- RES NEW SFR 78240 Contractor OWNER WA 983620037 TOTAL % LOT COVERAGE NUMBER OF STORIES LOT SIZE TOTAL LOT COVERAGE NUMBER OF UNITS BUILDING PERMIT -RESIDENTIAL 60657 870.25 9/21/05 3/20/06 Plan Check Fee Valuation Qty Unit Charge Per BASE FEE 29.00 7.0000 THOU BL-50,001-100K (7.00 PER K) Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date MECHANICAL PERMIT 60665 76.00 Plan Check Fee 9/21/05 Valuation 3/20/06 Qty Unit Charge Per BASE FEE 4.00 7.2500 ECH ME-VENT FAN Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date PLUMBING PERMIT 60673 132.00 9/21/05 3/20/06 Plan Check Fee Valuation Qty Unit Charge Per BASE FEE 8.00 7.0000 ECH PL- EA.FIXTURE ON ONE TRAP 1. 00 7.0000 ECH PL- EA. INSTALL WATER PIPE 1.00 15.0000 ECH PL- EA. BLDG SEWER 1. 00 7.0000 ECH PL- EA.WATER HEATER 9/21/05 56.00 1. 00 40609.00 2280.00 1.00 r:VL~/e-J 3 )';1/0;; 348.10 78240 Extension 667.25 203.00 .00 o ...... Extension 47.00 29.00 ~ "'J .00 o 0) ~ ~ '-. t ~ Extension 47.00 56.00 7.00 15.00 7.00 Special Notes and Comments Building address sign shall not be less than 6" & not more 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 as 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. Signature of Contractor or Authorized Agent Date j- ~ q-l\-o~ Signature of Owner (if owner is builder) Date T:\Policies\ 11 02_15 building permit inspection record05. wpd [1/4/2005] \ 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 IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE 1 DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW 1 WATER AIR SEAL WALLS CEILING FRAMING JOISTS 1 GIRDERS SHEAR W ALL/HOLD DOWNS WALLS 1 ROOF 1 CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING MECHANICAL HEAT PUNWI FURNACE 1 DUCTS GAS LINE WOOD STOVE 1 PELLET 1 CHIMNEY COMMERCIAL HOOD 1 DUCTS MANUFACTURED HOMES FOOTING 1 SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT #'s SEPA: P ARKINGILIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/uSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 4 I 7-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W. 1 PWI CONSTRUCTION - R.W. ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\Policies\1102_15 building pennit inspection record05.wpd [1/4/2005] CITY OF PORT ANGELES DEP AR TMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 05-00000861 Application pin number 168674 Page Date 2 9/21/05 Special Notes and Comments than 12" in height. Numbers colors must contrast with wall color they are mounted on. lOrd. 14.36.050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain location. No pressurized or pumping to curbs are allowed. An inspection by Building Department is required prior to backfill. 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. All dead-end streets and driveways in excess of 150' shall have an approved turn around, Municipal Code 16.04.070 09/13/2005 01:50 PM KDUBUC ----------------------------- 09/21/2005 10:24 AM SROBERDS -- The proposal will result in a new sf res in the RS-9 w/attached garage for total lot coverage of .06%. No land use issues are anticipated. $410 Connect Fee. 09/13/2005 01:09 PM JHEBNER ---------------------------- Electrical load calculations and electrical permits are required. 09/13/2005 01:10 PM JHEBNER ---------------------------- An easement may be required. 09/13/2005 01:10 PM JHEBNER ---------------------------- Any modifications to the electrical facilities will be at the customer's expense. 09/13/2005 01:10 PM JHEBNER ---------------------------- Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Widen driveway at Ahlvers Rd.to accommodate full width of your access approach. Other Fees SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE 745.00 4.50 1025.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1078.25 1078.25 .00 .00 Plan Check Total 348.10 348.10 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 3200.85 3200.85 .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 as 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. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:\Policies\1102_15 building pennit inspection record05.wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD <!?$'- a'~1 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 UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. ~ ~ ~ \)' "-. r INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS 1~-7- oS JJ..).. WALLS FOUNDATION DRAINAGE; DOWN SPOUTS I/J-'" -0.' ~\ J-.... PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR; SLAB ROUGH-IN '-f{~/~ Jk; WATER LINE (METER TO BLDG) rs; I ii/"", V/A./ , -, GAS LINE BACK FLOW; WATER AIR SEAL I WALLS ~..,/Ob ~. CEILING , FRAMING JOISTS; GIRDERS SHEAR W ALLlHOLD DOWNS . WALLS; ROOF; CEILING (, / i! / ~, J-~ DRYWALL (INTERIOR BRACED PANEL ONLY) / T-BAR INSULATION SLAB . WALL; FLOOR; CEILING 1(,1'.1 /0' tflV MECHANICAL HEATP~;FURNACE;DUCTS GAS LINE WOOD STOVE; PELLET; CHIMNEY COMMERCIAL HOOD; DUCTS MANUFACTURED HOMES FOOTING; SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEP ARA TE PERMlT #'s SEPA: P ARKINGILIGHTlNG ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL. LIGHT DEPT. 4 I 7-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W.; PW; CONSTRUCTION - R.W. ENGINEERING 417 -4807 /1 PW ; ENGINEERING FIRE 4 I 7-4653 ('I FIRE DEPT. PLANNING DEPT. 417-4750 , I II PLANNING DEPT. BUILDING 417-4815 I~ [Q76'J lJ. J1 BUILDING T:\Policies\ 11 02_15 building permit inspection record05. wpd [ 1;4;~O"o51 V ~ ~ 'J. ~~ ~ )~ ~ -t- r~ \.~ ~ .~ CITY OF PORT ANGELES PUBLIC WORKS - UTILITIES DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 05-00000861 Date 168674 137 E AHLVERS RD 06-30-15-2-3-9030-0000- RES NEW SFR 9/21/05 78240 Owner Contractor SPRINGOB JOSEPH M PO BOX 231 PORT ANGELES OWNER WA 983620037 Other struct info . TOTAL % LOT COVERAGE NUMBER OF STORIES LOT SIZE TOTAL LOT COVERAGE NUMBER OF UNITS 56.00 1.00 40609.00 2280.00 1. 00 Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date PUBLIC WORKS RES WATER SERV 59923 715.00 9/21/05 3/20/06 Plan Check Fee Valuation .00 78240 Qty Unit Charge Per 1.00 715.0000 EA PW W/M 1" SERV 5/8" METER Extension 715.00 Permit . . . . . Additional desc . Permit pin number permi t Fee Issue Date Expiration Date RIGHT OF WAY 59915 50.00 9/21/05 3/20/06 Plan Check Fee Valuation .00 78240 Qty Unit Charge Per 1.00 50.0000 ECH RIGHT OF WAY PERMIT Extension 50.00 Permit SANITARY SEWER HOOK UP Additional desc PRESSURE SEWER LINE Permit pin number 59907 Permit Fee 110.00 Plan Check Fee _ Issue Date 9/21/05 Valuation Expiration Date 3/20/06 .00 78240 Qty Unit Charge Per 1.00 110.0000 EA SAN SEWER HOOKUP Extension 110.00 Special Notes and Comments Building address sign shall not be less than 6" & not more than 12" in height. Numbers colors must contrast with wall color they are mounted on. lOrd. 14.36.050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain location. No pressurized or pumping to curbs are allowed. An inspection 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 as 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. Signature of Contractor or Authorized Agent Date ~ ~ - )..\ -oC; Signature of Owner (if owner is builder) Date T:\PoJicies\1102.15R [1/05] ~ PERMIT INSPECTION RECORD CALL 417-4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, 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 I NO PW UTILITIES (Engineering Division) WATERLINE I METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB & GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE I FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R. W. I PWI CONSTRUCTION - R.W. ENGINEERING 417-4807 PW I ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\Policies\1102.15R [1/05] '"' rcf'ORT~ l"O~~1,. Ra i'!::c-- "tt\~ CITY OF PORT ANGELES PUBLIC WORKS - UTILITIES DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 05-00000861 Application pin number 168674 Page Date 2 9/21/05 Special Notes and Comments by Building Department is required prior to backfill. 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. All dead-end streets and driveways in excess of 150' shall have an approved turn around, Municipal Code 16.04.070 09/13/2005 01:50 PM KDUBUC ----------------------------- 09/21/2005 10:24 AM SROBERDS -- The proposal will result in a new sf res in the RS-9 w/attached garage for total lot coverage of .06%. No land use issues are anticipated. $410 Connect Fee. 09/13/2005 01:09 PM JHEBNER ---------------------------- Electrical load calculations and electrical permits are required. 09/13/2005 01:10 PM JHEBNER ---------------------------- An easement may be required. 09/13/2005 01:10 PM JHEBNER ---------------------------- Any modifications to the electrical facilities will be at the customer's expense. 09/13/2005 01:10 PM JHEBNER ---------------------------- Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Widen driveway at Ahlvers Rd.to accommodate full width of your access approach. Other Fees SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE 745.00 4.50 1025.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 875.00 875.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 2649.50 2649.50 .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 orwork is suspended or abandoned for a period of 180 days after the work as 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. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:\Policies\1102.15R [1105] " PERMIT INSPECTION RECORD CALL 417-4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE INSPECTED AND A CCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO PW UTILITIES (Engineering Division) WATERLINE I METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB & GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE I I I I FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W. I PWI CONSTRUCTION - R.W. ENGINEERING 417-4807 PW I ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\Policies\1102.15R [1/05] .-<r- o , '" o , M 0101 t.?f-< ..:..: P<Q >< ..:l ~ 01 H ..:l :> ..:l HOlOl f-< QZZ 0100 [gOO :':01 :Il:Il 8~ UlP<P< f-<':> Z O~ HO f-<f-< UU 0101 P<P< 0000 ZZ H H ,~ 0'" 000 0 0;3: '01 :;:oZ Q M ~ :IlOOO 0 P<"'0l tI1 00 01 ,~ ~ OOM r- 01 0 ,.-< .-< :> ':>N\D ..:l '''' 0 ~ <IltI10 .-<Ul 0'-<0 01 t.? '0 -..:l 01 Zoo r-Ol HMO Ot.? r- ~ , , ~~ M P<\DtI1 .-< 0000 0 'f-< M~ ~ 0 .~ .01 P< 0 <Il Q f-< ~~ 01'" OOU ~O 00": ..: 0l~~0l P<>< ~f-<OlU..:l Olf-< Q13~~g: ~H P<U ~UOP<": 00 f-< Z ~ ~ HZ:;: 1::88 Sf-<, j:lP<OO HHf-< OO~..:l f:l~fil 0101 IQ~ !-< H ~P<~ i:l<oo::O t!l:'Hl Z ~ H 9 5[;1[;1 <Il!-<!-< 0001 OOl..:l O::OP< 0:;: 010 ~~u P. <Il !-< i p. , , , , , Ul , Ul , ;:l I 10-1 JJ ......... 00 I JJ~ ~ I ID ZM I ID O~ I ~o H~ I ~JJ ~ f m um , 01'" 01": I ..........~ ~~ I ~ Q 00 I ~ = rxl Z H I ~~ ~ H I ......... 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I 12 ALlLi/RIZS Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction: 3'C I Q(f Ifp~JV ~bl J bue!-- L E1 0 l<q {.l.., I I 0 c t: V<-J ~ ~! ,; ~::, )::::' I I ~ / I _1 h- ~ P ~ A Vt: T- ~~ ~1E7' 120-0 LV+- IfL /' s, -&d I l;" These corrections must be made and are not to be covered until reinspection is made. When cceuections have been made, please call ~ \ for inspection. i ) Date sb Ir I, ~ I. I I In~P/tfc}6r for Building Division ~, DO NOT REMOVE THIS TAG r-", o ...... '" 00 ...... ltl r.lr.l ClE-< ..:..: o.Q >< ..:I I>: r.l H ..:I ..:I E-< r.lUl :<:r.l 8~ E-<.., Z .. 01>: HO E-<E-< UU r.lr.l 0.0. enUl ZZ H H r- oo CO o 00 HUl r.l ...:1 "'r.l oCl ~~ 00 ......E-< ltll>: o 0. Q r.l~ 1>:0 ..: 0.>< r.lE-:H o.U ~ Hr.lr.l QZZ III 0 0 ::>:I::I: Ulo.o. Q I>: Ul I>: r.l ~ ..:I ~ '1>: o~ oul o 03: .r.l :EOZ M :I:oUl o.C\r.l r.l . 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I>: "'CIl::> I>: CIl<'1 ZCIl III r.l o , .... ClHr.l .,. :> ""N'" ~ I>: ..:I '<Xl H N ~ <Il1ll0 :3 !t ....CIl 0....0 r.l CliO SQQ -..:I r.l ZOO r.lr.l Illr.l 1-1<'10 ~E-oE-o oCl ['- 1>:' , Ullil ~~ <'1 "''''Ill ggJ~ .... UlOO N O:E '-E-o r.l0 "'I>: I>: ~I>:U 0 .1>: 'r.l '" '" 0 <Il ~ Q CIl tJ . . ~ r.lr.. .... 1>:0 &l ~ I>: tP E-o 0 0 ..: H CIl "'>:E-or.lU..:I ~ '- r.lE-o Q1H~g: '" .... I>:H >< ..:I ",U ~UO"'..: '" E-o <Il The City of Port Angeles Building inspections Dept. Upon reviewing the single-family residential plans submitted for permit, the following are some of the items that will need to be taken in to consideration. 1- Foundation Footing. The minimum size of a footing in Seismic zone D2 are as follows. (1 Story 12" WI 6" min. thick) (2 story 15" WI 7" min. thick) (3 story 23" WI 8" min. thick) (Load bearing value of soil 1,500 (pst). With 2 # 4 bars horizontal continuous 3" off the bottom of footing. The minimum specified compressive strength of concrete in basement walls, foundation walls, exterior walls and other vertical concrete work exposed to weather in moderate weathering table R402.2 of the IRC is 3000lbs with a min. of 5% air entrained, but not more that 7%. Foundations in seismic categories D2 that exceed 50'-0" in either direction are required to have a continuous footing per section R403.1.2 including support of an interior braced wall line. Locating and marking the property boundary is required for a footing inspection. Tables in chapter 4 of the IRC. Will be applied for soils that are heavy in moisture (hydraulic) in nature or foundation wall over 5'-0" in height. Verify site conditions and unbalanced back fill at time of application. Foundations Drains are required as per section R 405.1 (see exception for soil classification) 2- Foundation walls. Vertical steel in foundation walls as of July l't 2004. Vertical bar reqd to be Yo" #4 bar with a hook and tied to the footing steel in place at 4'-0" O.e. at footing inspection. One #4 bar horizontal within the top 12"of the wall. Yo" anchor bolt with a 3" x 3" x v." steel washer is required at 6'-0"OC for a 1 story and 4'-0"OC for a 2 story, along and within 12" of each end the pressure treated sill plate. Crawl space ventilation is required at (1') s.f. of vent per (150') s.f. of area per sec. R408.2. 2003 IRC. 6 mill black poly is required in crawl space as a below grade moisture barrier per section R406.3.2 2003 IRC. Finish grade shall be a 6" slope away from foundation within 10'-0" of the foundation wall measured horizontally as per sec. R406.3 2003 IRe. 3- Framing. All connections from a pier to a post and beam are required to have positive connection per code. In addition any connectorsl fasteners in contact with treaded wood are req'd to be hot dipped zinc/galv. (See manufacture details.) All floor joist are required to be blocked with 2x material at the beam support. 7/16" OSB sheathing is required to be nailed to pressure treated sill plate and bottom plate or sole plate of wall. (or other approved hold down's). Attic ventilation is required at (1') s.L of vent per (150') s.f. Of area with an allowable 50% of ventilation can be located in the upper portion of the ridge if applicable per 2003 IRe. Truss design and calculations are required upon submitting an application, lateral connections are required to end walls where truss I rafters are perpendicular to end walls. A truss Irafter tie shall be required to prevent uplift per code. 4- Braced Wall Lines. In Seismic category D2 exterior and interior braced wall lines cannot exceed 25'-0". Wall bracing must start within 8'-0" of a transverse wall or a designed collector. Standard wall bracing methods are required as per section R602.10.3 of the 2003 IRe. If the wall bracing methods cannot be met, then refer to "Alternate Braced wall panel" Section 602.10.6 of the 2003 IRe. If any of the aforementioned methods cannot be met, engineering design will be required for the "SHEAR WALL" design. Section R602.10.9 for interior braced wall line support for 1 and 2 story buildings require a continuous footing supporting a braced wall line, interior and exterior not to exceed 50'-0"intervals. f\\.\ ~ 5- Egress. Rooms used for sleeping are required to have one window with 5.7'S.F. of openable space and a sill height of not more the 44" above finished floor for emergency escape per 2003 IRC. 6- Energy and Air Quality. Insulation, Heating, Air conditioning, Lighting, Windows and Appliances to meet 2003 WSEC & VIAQ. New single family structures are required to have a whole house exhaust fan with a 24hr timer per table 3-1, 3-2, 3-3 of the 2003 VIAQ. Mechanical fresh air intake (FA!) is required to have a 24 hr timer or windows in all bedrooms and living, dining area may have intake ports for fresh air per 2003 V1AQ if zone heat is applicable. 7- Dry Wall. (Gypsum wall board) 5/8" type "X" sheets rock is required in the accessible usable space under stairs and on ceiling of a garage only if a habitable area is located above the garage. The rating of the sheet rock & nail pattern must be visible to the inspector. Nail pattern for all sheet rock 'li" and 5/8" to be 8" on center and 12" OC if drywall screws are used. Per table 702.3.5 of the 2003 IRC. Interior braced wall panels are to be inspected prior to tape, bed and texture. Moisture resistant wallboard is required around w/c. A cementuous backer board is required for tiled areas at tub and showers. Vapor barrier is required. A perm rated paint may be substituted for a poly vapor barrier on the warm in winter side. 8- Plumbing. Water heaters are required to have two approved seismic straps in the upper and lower 1/3 rd of the tank per UPc. T &P valve to be o/.a" I.D and directed to the exterior and turned 90 degree downward not less that 6"-12" above finish grade. Water heater s are required to have a 26 ga. Pan of other approved drain pan with a %" drain line from pan to exterior. Impact protection for wlh and mechanical equip are required to resist 6,000lbs impact if located in the garage area. All DWV are req'd. to be tested under water pressure per 2003 UPC or air test (consult manufacture recommendations for air test) Min. test pressure in Residential LPG is 30 lbs. 9- Smoke detectors. shall be located in each sleeping room and in the hall leading to each sleeping area. One smoke detector is required at the top of each stairs, and at least one smoke detector is required on every floor level. Smoke detectors must be within 6" to 12"from the ceiling if mounted on wall. Smoke detector shall not be less than 36" from any air return. Power supply for smoke detectors shall be from the main house supply that is not switched and required to be battery back up. Smoke detectors to be inter-connected so that if one smoke detector alarm will start a chain reaction to all other smoke detectors as per code. 10- Maximum building height allowable is 30'-0" based on an average grade plain per 2003 IRC. Property pins shall be located and marked for a footing inspection to verify zoning set back requirements. 11- Safety glazed tempered glass required within 24" of any doorway edge, along with other requirements as per 2003 IRC. 12- All water, sewer, gas, electrical, drywells, downspouts and footing drains are required to be inspected before cover. 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I' L.. ------.1 ~ f> ().:t:- -- r -z< ~;::J: C ;' "!o . .-lJ> :s; - .J(\ (I C\ v t 7<.:~\ \-1 . h~ -..., I. /"1'.. 7Clh -, >, "'7,-- "Y..~__ /' DIVISION OF ENVIRONMENTAL HEALTH 223 EAST FOURTH STREET/P .0. Box 863 PORT ANO!L!S, W A 98362 (360)417-2332 CLALLAM COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT I DIVISION OF ENVIRONMENTAL HEALTH SITE REGISTRATION ON~SITE SEW AGE CONSTRUCTION PERMIT I APPLICANT INFORMATION (Property Title Owner). NAME: Joseph Springob FIRST '-41 LAST CURRENT MAiliNG ADDRESS: P.O. Box 231 CITY Port Angeles STATE Wa ZIP98362 PHONE: (H) I 360 \ 457-6436 (W) Denial or approval of an On.Slte Sewage Disposal Permit may be appealed to the Health Officer within t5 days of the decision date. Thl. con.tructlon permit expires 3 years from date of Issuance. Repair Permit. Ire valid for 6 months only. Any change in building or sewage disposal plans or location invalidates this permit unless prior approval is obtained from the Environmental Hellth Division and Certified Designer. I hereby acknowledge that I have read this application and state that the Information supplied Is correct. I agree to comply with all County and State laws regulating activities covered by this permit. No refund available after plan review completed. 'Purchaser may also be listed here: Dennis J. Swope for Joseph Springob 04-17-06 APPLICANT SIGNATURE DATE Name: Address: Phone: SR# 2006-00181 SEp. t,i)()tJ - O() I Z 3 PROJECT INFORMATION DIRECTIONS TO PROJECT SITE (from Courthouse): Hwy. lOi West to Laurel Street to Ahlvers Road to # 137. i . o 6 3 o I 5 2 PROJECT ADDRESS: 137 Ahlvers Road LOT SIZE 40633 Sq, Ft. AlSF ZONING WATER SYSTEM .. ,) o I 5 o 1# BEDROOMS 3 PROJECT DESCRIPTION: INEWX. EXPANSION__ REPAIR_) PLOT PLAN NORTH en g ~ ! Draw a scaled or dimensioned plot plan of the proposed site. Include all applicable Items listed In instructions. See Attached SCALE: l' = Position of Septic Tank &,Pump Chamber may vary. . ~ C u-.. (' ~ I V\. c1.-~ I 'I\.. 1M I '" I v"1. V- ~ II Co ,,i'tv re. 5~ r-{ <-- f\ :;> {q~et. Dennis J. Swo e. 04-17-06 .:~ql<05, ~EO ~ .9 _ ~ 0 DATE Inttaller DATE (_ _) Inspection ( )A. Built I'INALIO IV erJ <4<Jb 1,'tI) ~ < ~ '11 I>> 'i g Infiltrator Press. Partial Fill ELEVA nONS: See Attached SYSTEM TYPE COMMUNITY SYSTEM NAME: NUMBER OF CONNECTIONS: SYST USE: S.F.R. GAUDAY 360 APP RATE 0.6 TANK SIZE 1250 Gal. & 1000 Gal.. DRAINFIELD Length 200 Ft. Width 3 Ft. Depth 8 Inches Total Fees $300.00 Date Received 04 I~~ J o' l~-r:: Receipt #Lt Check # ~ aI ~ <' Dennis J. Swope WashlnDlDn State and ClAllAM COUNTY CERTlAm SEPTIC SYSTEM DESIGNER 1934 West 6Ut Street PonAngeles, WashlnDlDn 98363 Tel #13601 452-5902 Infiltrator PRESSURE PAR11Al Rll SEPTIC SYSTEM CONS11IUCnON SPEClHCAnONS Monday, April 10, 2006 Parcel # 063015 - 230150 CUSTOMER: Joseph Springob P.O. Box 231 Port Angeles, W A 98362 Tel. # (360) 457 - 6436 ~ N \0 Fl. Scale: 1 . = 30' Property Line ~oSSible Reserve Area I X"" ~ Ft. , , j j i pr1perty \e ! i i I i L- _____-\ \ 1- ~ 1/r;iJ Dennis J. SWope WashingtOn State and Clallam County CmnAm SEPTIC SYSTEM DESIGNm 1934 West 6th. Slreet. pon Angeles, WashingtOn 98363 Tel. [3601 452-5902 InIiIIraIor Pressure Partial HlI Drainfield sePtic SVSIem CODSIJUclion Specilicalions Monday. April 10, 2006 Parcel # 063015 - 230150 CUSTOMER: Joseph Springob P.O. Box 231 Port Angeles. W A 98362 Tel. # (360) 457 - 6436 GENERAL: The work described in this document consists of the construction of a septic system for a Three Bedroom Single Family Residence. The system consists of a septic tank, pump chamber, and pressure partial fill Infiltrator drain field. Note: This septic system is designed for residential strength waste only, at a BOD of 230 mg/l & TSS of 145. The contractor shall be Licensed, Bonded, and Certified by the Clallam County Department of Environmental Health. The contractor shall give the Designer forty-eight (48) hours notice of the installation. Failure to notify the Designer may result in delays in inspection. MATERIALS: Septic Tank: The septic tank shall be a new 1250 Gallon two compartment septic tank. The tank shall meet Washington State and Clallam County Codes and be water tight. The Designer has the option to require the tank to be water tested, to insure that the tank is water tight. Inlet and outlet sanit!lry tees made of plastic material shall be installed. If the top surface of the tank is over12" (inches) below ground level, than a riser shall be installed to within 6" (inches) of the ground surface. A septic tank outlet baffle screening device shall be installed and a riser is required for access. Pump Chamber: The pump chamber shall be a new 1000 gallon standard one compartment concrete septic tank. The tank shall be water tight and meet Washington State and Clallam County Codes. The Designer has the option to require the tank be water tested, to insure that it is water tight. The existing septic tank shall be pumped, crushed & filled. A riser shall be installed over the access port of each septic tank & pump chamber opening and shall extend to ground level. Grout shall be used to secure the riser to the tank. Care shall be taken to insure that a water tight seal is achieved. PIPE: Lateral, manifold and transport piping shall be CL 200 PVC or better and shall be solvent weld. All piping within the pump chamber shall be schedule 40 PVC or better and shall be solvent weld. All fittings shall be schedule 40 PVC or better. All connections to the septic tank & pump chamber shall be water tight. PUMP and CONTROLS: The pump shall be a non-clog submersible sewage emuent pump and meet the following specifications: Minimum delivery capacity: 44.55 gpm @ 19.30 TDH Doses per Day: 4 Gallons per Dose: 90 Total Gallons per Day 360 The pump shall be able to pass a three-eights (3/8) inch solid sphere and be safe in areas of explosive gases. Pump information, such as specifications, operation and maintenance, etc., shall be submitted to the Designer prior to or at the time of final inspection. The pump and float controls shall be enclosed by a cylindrical screen with a mesh size of 1/8 inch. If an approved septic tank outlet bame screening device is installed in the septic tank, than this cylindrical screen is not reqUired. Controls shall be Orenco Simplex or equal and shall have both on and off switching and have a high water alarm and redundant off. . The alarm shall be an audio and visual alarm. The control panel shall have a NEMA 4 enclosure if exposed to the weather or a NEMA 1 if placed in a weather tight building. The alarm shall have a separate circuit from the pump controls. No Aqua Works please. The pump shall be installed in the pump chamber per Department of Labor and Industries Electrical Inspection section policy 85-07R. COVER MATERIAL: Soil used to cover the drain field shall be sandy loam material or native soil from the site of similar soil composition. Soil with apparent clay content or soil that may compact shall not be used. If the contractor has any questions about the cover material soil type, please ask the Designer. The sandy loam cover soil material shall be relatively clean and free of large rocks and organic material. The cover soil shall be placed carefully over the open trenches to a minimum depth of nine (9) inches. CONSTRUCTION: Gravity and transport piping shall be installed as shown on the Plans or directed by the Designer. Care shall be taken when bedding the pipe. Bedding material shall be free from large rocks or objects which may damage the pipe. The manifold shall be installed as shown on the Plans or as directed by the Designer. Laterals shall be installed inside the Infiltrators, hung by quick ties, along the inside top of the infiltrators. Each lateral shall be ex tented through the ends of the Infiltrator End Plate and have a 90 degree sweep to a Monitor Port to the surface. A leveling instrument shall be used to layout the laterals prior to installation. If a problem arises due to uneven or sloping ground, the Designer shall be notified and will take the necessary changes. If the contractor so desires the Designer ( at no extra charge ), will help the Contractor layout the drain field prior to installation. The laterals shall be flushed thoroughly and shall be free of dirt and plastic shavings prior to inspection. Pressure laterals shall be hung from the interior of the Infiltrators ( if used instead of drainrock ), by quick ties or other suitable material. Monitor Ports shall be installed at the ends of the Infiltrator units and at the end of all pressure laterals, ie. through the end plate, to measure spray height. The septic tank and pump chamber shall be installed as shown on the Plans or as directed by the Designer. Gravity lines to the tanks shall be grouted and properly back filled to assure a water tight seal. To assist the Designer in producing an accurate AS BUILT, the Contractor is requested to provide the Designer, at the time of final inspection, a sketch of the installation showing setbacks and length of laterals, transport and manifold lines etc. If a timer is used, the installer shall set it and insure of its proper operation. PRESSURE DISTRIBUTION DESIGN WORKSHEET AND/OR CHECKLIST Computed by: DENNIS J. SWOPE 1934 West 6th. Street Port Angeles, WA 98363 (360) 452-5902 Designed for: Joseph Springob Street address: P.O. Box 231 Port Angeles, WA 98362 SITE CONDITIONS: # of Bedrooms - Soil Texture Soit Type 3 Sandy Loam 4 I. DESIGN THE DISTRIBUTION NETWORK 1. Make Preliminary Determination of Trench/Bed Configuration. A. Daily design flow 360.00 gals. Daily flow = (# bedrooms) X (flow/bedrooms) B. Application rate based on soil type = 0.60 gpd/ft2 C. Required absorption area = 600.00 ft2 Required absorption area (ft2) = [Daily design flow (gpd)]/[Application rate (gpd/ft2)] D. Selected trench or bed width 3.00 lin ft E. Total trench or bed length = 200.00 lin ft Trench or bed length (ft) [Required area (ft2)]/[Selected width (ft)] 2. Select a Primary Network Configuration A. Lateral length of first lateral is 49.50 ft Lat length ft = [Total trench/bed length (ft) - 0.5 ft]/[# of laterals] E. Manifold length = 6.00 ft 75.00 ft 2.00 in 3.00 ft 2.50 ft 19.00 B. Lateral spacing = C. Transport pipe length D. Transport pipe diameter F. Select an orifice spacing for this lateral G. Calculate the number of orifices in first lateral # of orifices in this lateral= I [Length of lateral (ft)]/[Selected orifice spacing (ft)] (ROUND UP TO THE NEXT WHOLE NUMBER) p Select an orifice diameter (1/8 - 1/4) 0.18750 In n. I. Calculate orifice discharge rate 0.59 gpm J. Lateral discharge rate for first lateral is 11.14 gpm K. Select an appropriate lateral diameter 1. 25 in L. Class of plpe for laterals is Class 200 3. Design the remainder of the laterals. Lat Req Head Orifice Lateral # Orifices Orifice Lat Lat # In ft Discharge Discharge Per Lateral Spacing Diam Length - - - - - - - - --------- --------- ----------- ------- ------ 1 2 3 4 2.00 2.00 2.00 2.00 0.59 0.59 0.59 0.59 11.14 11.14 11.14 11.14 19 19 19 19 2.50 2.50 2.50 2.50 1. 25 1. 25 1. 25 1. 25 49.5 49.5 49.5 49.5 4. Select the Manifold Diameter. A. Calculate the total lateral discharge rate 44.55 gpm B. Select adequate manifold diameter (from table) 2.00 in (Header manifold using Class 200 pipe) C. Longest lateral feeder is 15.00 ft (Lateral feeder is Class 200 pipe) II. DESIGN OF THE PRESSURIZATION SYSTEM 1. Determine the Dose Volume A. Dose volume based on soil type 1. Recommended dosing frequency/day 4.00 doses/day 2. Recommended dose volume = 90.00 gallons Dose volume (gal)=Design flow (gpd) / Recommended dosing freq/day B. Dose volume based on dose volume/pipe void ratio 1. If entire network remains full between doses = 0 gal. 2. If just laterals drain between doses = 127.51 gal. Required dose volume = (7) X (Interior volume of laterals) 3 . If noted components drain between doses = 145.66 gal. Required dose = volume (7 X (Interior volume of laterals + volume)) manifold + volume trans.line C. For desired dose volume, select larger of A or B above 145.66 gal. 2. Determine Required Pump/Siphon Discharge Capacity 44.55 gal. Required pump discharge capacity Sum of all discharge rates from all laterals in the system 3. Calculate the Total Friction Losses in the Network A. Transport Pipe: (Transport pipe 1S Class 200 pipe.) 2.01 B. Manifold and laterals: 1. 00 C. Lateral Feeder Pipes: 2.30 4. Calculate the Total Elevation lift Total elevation lift = 12.00 [Elev. of uppermost lateral] - [Elev. of low water level in the pump chamber] 5. Determine the Total Dynamic Head. Selected residual head in ft: 2.00 ft. Transport p1pe friction losses: + 2.01 ft. Manifold and lateral friction losses: + 1.,. 00 ft. .Lateral feeder pipes: + 2.30 ft. Total elevation lift: + 12.00 ft. Total Dynamic Head: = 19.30 ft. 6. Required Pump Capacity is Total Dynamic Head is 44.55 gpm 19.30 ft. Number of bedrooms 3 The required absorption area 1S: 600.00 sq ft The length of the trench is: 200.00 ft The width of the trench is: 3.00 ft The length of the transport pipe is: 75.00 ft The diameter of the transport pipe 1S: 2.00 1n The length of the manifold 1S: 3.00 ft The diameter of the manifold 1S: 2.00 1n The length of the lateral feeder pipe is: 15.00 ft The diameter of the lateral feeder pipe is: 1. 25 1n The total volume of the laterals is 18.22 gals The volume of the manifold pipe is 0.57 gals Dennis J. Swope WashingtOn State and ClAllAM COUNTY cmnnm SEPTIC SVSTIM DESIGNER 1934 West 6tIL Street pun Angeles. WashingtOn 98363 Tel # (3601 452-5902 Intillrator Pressure Partial All septic System CONSlRUCnON SPEClRCAnONS Monday. April 10, 2006 Parcel # 063015 - 230150 CUSTOMER: Joseph Springob P.O. Box 231 Port Angeles, W A 98362 Tel. # (360) 457 - 6436 Infiltrator Trench Detail ( No scale) Note: Trench bottoms should be ra~ed free of a 11 foot B "1. h prlnts. tlc Moni tor Port a t end of each t. infiltrator trench is to be for spray he; ght measuri ng. ~ 0rizina1 SoU 1.2511 Latera.l Grave11ess Infiltrator 3M .-' >i Soils Log: Test Pit # 1: o - 32" Br. Sandy Loam 32" - +" Mott., Sandy Loam, H20 Test Pit # 2 : o - 32" Br. Sandy Loam 32" - + Mott., Sandy Loam ,H20 Elevations: Bench Mark = Electrical Box = 100' Septic Tank Outlet Invert = 102' Bottom of Drainfield = @ 100' Note: A monitor port is to installed in the last infiltrator of each trench and a monitor port is to be installed at the end of each trench to check the spray. Dennis J. Swope WashingtOn State and ClAllAM COUNTY CERTIRm SEP11C SYSTIM DESIGNER 1934 WeSl6d1. Street pon Angeles, WashingtOn 98363 Tel # [3601 452-5902 Infiltrator Pressure Partial All sePtic System ConstJUction Specifications Monday, April 10, 2006 Parcel # 063015 - 230150 CUSTOMER: Joseph Springob P.O. Box 231 Port Angeles, W A 98362 Tel. # (360) 457 - 6436 1----- . ,. r . -12 HI. X 24 OIA. F.IS~fi..!!ITH LID, __. .IE.LO-->:> [ FF[uE NT-rnJ-FI SEPTIC TJ.NJ<:---> ,.. III I . , ~M[S.~ POLY SORc~N if: OIA X 48 HI L R[SEF.v[ ALt..RtI: - '4:inches 90 ~ ON I . Gals ~ 6 !nches OFFT- RE.5ICUJ.L! . 16 Cf-fK \-'f.,LVE Gals. /000 FUlvlP ..:. l 2? X 2't X 4 CONe. ELOoi< See Pressure Dtstribution Calculations For Pump Requirements c r "tt~O,i1;;- L ~. 'r~~h'~l.~ ~l~'~\::"d:::':' ~,; c/;\.!. I:~,'.~;',,,,,,,,, ,'."" ~.i:'~d~. . ~~'{~:'-w;...~1.';I""'" .. .v..f~\~/~ '1It~\>Ji..~..<t .4:t'~',1~:' ;~~~.;:jJ;~ .t.J'{i~tJl;~:~"}.;'" \ ,~~~':;,;r.!.l ""I'~.!;:'.::.J. ,'" ,., """1\' ',' x .. . 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',r r~~~:F':H~~~~~*\~ ,.-' :-....!~).i;.1j;n "': ".::~:(':,l ~I,'. ..t\;~j.:' "':.~'~~ I NE CORNER OF ~:;f. 1~~ 1\' · s;J!~/,t~ II~, NW''.:::.. .}:til . . .\~~\i: ';':il~WII... ." ,,:.,. ~L."~...".,\~:,;.'.:~~,:....' '. .....~;0~:~ '.",~<:, . ...,; ;~~'fui' '. .:,....~..:;.;....'.~,i.:..l...;.i,. 1~;11. '. . '" ~.~; ....~ :.~..~~.~.~~........ '. .' ..i::;,.L::,/~.7+.,r,~..J)r.~. \~l"~.. .."," ',. .t,I.~..'. .~ !~{~,~.~'. :.':.~..:':.:,.".'~,.:::,.,;,.,,~..." {.~t1~~; 1- ~ ::\}t ;~ ',i. ;::'i1 '.~.;~. ~::."1'. ,~~.. ; i..:., .. J': '.' OJ \l} f'r) -.. ~ . LOT 2' $5'9+4 S:? ;:r. I~~ · C(J 39/1E 324 O.~1 --- :254, 01---- .-' j 1 )1. /~ .~ .... 'fl. l1l .'4'I'.~'.: i' ~ .' ~:.'" .. ",,' ~~. .~ .-J~ -1'~ Ii! .:~~ 0.. I.i... I L." '.; 1 {;g!.. ~r. \ \ I 70.0 , 1187- 2u' 4/" W "- \ -- /74..92-- 'Z(J.OI /1/6'7/1'(, '41 "yi ~- i09.(;()- ", I , I B ~ !'l) I I 1~""':-, ~ ;.:ii .... ,.\.",,:. ~ <'~~t .. S0 C{t !l)'J Ivul:;': ") Q :"J' '1.<. " ---'-- ~.. ~.';:: I . .scAi;E}i/j!.~': :.' I . ". 'y.'~!-~' . 1 .. . . I ,,'" . -,;:fv:;~,<t9~'j;.I', "':1 -/2'4.23- , 1'14.00' z4"[; ",_~,,:'~I'?i\~,r";~:+\~:' ~ 04 - 53.09 : ,';:I~:::i:~~"3B~~I';:t:,\lff-,' . ::7*""7. .. ,.( ~ .....,?:,. ,'{~"':fl"- ,.<<. JL.~ . ./Sc CORNGR 0,4 G'/r~"'s~,'l.4}i!Mh~i~.. -1,./ SW 1/4, NW '/~ SGC. 15","~"J;"tP" ,. ~_ -_ __u 1- '," ;::i_:.....:~?L~~::r:;( /94.3. 94---- ,..-_-~,': '2'50/' 9Z ____._ ':....'.~}~.:~.i'\;.::.~r, ., . ". W..fl.-:.n....'l: (of 15'3) /""ouNO d:,.;;fll,!}' ~. o. Z' OeeP IN C;;~.4 V6'~:I" I{"O-"O, .~qr Or',~l.A.~h,' t:'~l.Iw.,.y, , , .",''I.'~. ;;l;.J'.~'ir~. \.! '.'.' ...., !;1.i:1,'I''1.i''t. " l~..t ".1,.1 h , , ,\", '~"l,.q:r!; 'W' ' ., ,; j.i:~~;~:~~;i:. ,. " ..."'; I'..t-;.l.i "f j.'~ ':. .."!".,::.}'~~P.:'l.f'-t.t..~~ I '. '':':'~~~.-l;).I~~'''''1~'' ;'1""":' :.) ,'~../[.~{;,~~;~~?ji-';~:\..' ". ,...-jt!~~.....,/ ,j .' ,,~:,<:',':r;~~~.(~:ti:~J;~'~:"!" .';.} .::((~~{~,!~~~1~ t:!;. '. "'" .",.:'hk'.....f,i1Jl;/.."\,' , . ,V.,:t0~~rlFJi;;~!:;:~1~ ~. ;,..:'~\:.-~~:-O:'1.;''(\~~,.; .~.:.~.'....(.}..I \ "'i :~:~::.;\~i\% ";i;)4,' ~:~.,:~'.' ~~1!:~tiWl:L t.. ';,.1.'. ~~~~ . f;'71' LOT 3 (.,/034 $4>. FT. , . J' .',"...1 ~ r:>) ~l :~, /.:.. , --/59. 9/-- N89. 00' 45"E --- 323.99 --- 53' lB. E RC? ~~T;i.d THE SOUTHWEST QUARTER OF THE 30 NORTH, RANGE 6 WESTi W.M., - . . "I. \T0€7~ Vp~lN40e Prescriptive Approach - Simple Form For the Washington State Energy Code (2003 Edition) Climate Zone 1 Site Information , ~Building .Department Use 'Only Permit#: o S"><3'(c \" .'. " ,., ~ - " . ..~ Lot: Address: \ Y1 IE ~~\\)e'S ~~ City: \'vr-\- ~~\.l" ) State: \..D)"J Zip: q~ 3 \..,2- "Notes: . '"' ,: ~ - .~ ;i~,,;.:. >.:~;. ::ti'::-....,.. ']:.,:,"1". .......... .'-, ,", .' . .., ,h :.:{<.;.;i;I~::;~:.:~:~L-':;~;::;1:'.; :-::. _:';:::;~,f"'-::'.'C~ ,..1.<."" .... .1.. > :,;';";""'.: ,_. :,::;'.:r";.:,",': .e", ;":, ";;:,'::"" '~'~.::., : :.: ~ '. ;:. :;.'.: ..-t~: C';f.' (;,;.'< .', Contact: Phone: 4Si- ~ '-\ ") \,., .;" ';~ :e._ "~.' ,;:. ,';i::~ . !':~. ,. '. ,.;".;::j4r ! :J.,., "; : ~i Phone 2: : ". ". - "';' .;;i- _"", !?"'::.:." ''''','::" : , . ... '".,' . :'j ~r"'= ii;?:: 'i. .", .:f) . fi~'~::f::' !.! -f".:: ;;.!~ ':.:, ,. ;.".:,;. . ",,:. c" ;;;.' :,~! ;~{:: So. -:;:....:.,;:::. -.'. I ~ "- .' ::-c;;'-'~:''''~~;~;~':''l~'''; ..,.: ,:,:",' ~':~;:','.'~':..'!~~Lf.:::;-;:~~':'if,'r':";li~:,:;r':'''',~i'..\,k:,\!~;..i'.:.,;.i,;~'i:;r';'..~~;.t;';;:::r,'~'~' ..,' '.,. ,.. '.'""~.~.."'" ~_,,,....'". .,,,,,,.., ,...."'o..,~"q:,..,_", -.~",':"';.:.". _, . :,: .;'.;;:':'l'l'.\;:-;:r~',,!.~'~,:.~i;~.j!I ~'~f;:~~,~::t,\~;;';t~~~;~~'_:I;!'~'"i':ft~~;;~r~~~':c1.'Xr~:!;,~;t}:;:,';~~~,;~::);.\J'~~;l;;~~r:'i~:1:;.i.~,'~t~':!~";\.;t~..;:;i~~ilt~~~~!i~~ti~~~i,~:&~;tr:~ Fax: Option Glazing Area JO % of Floor Table 6-1 PRESCRIPTIVE REQUIREMENTS 0,1 FOR GROUP R OCCUPANCY . CLIMATE ZONE 1 (Unlimited Glazing 0 tion Only) Door~ u- Vertical Overhead J J factor Glazing U-Factor 0.58 Wall Above Grade Wall Int4 Below Grade Wall E>..14 Below Grade Floors Slab4 On Grade ill Unlimited Group R-3 Occupancy Onl 0.20 R-21 R-IO R-IO See the code text for footnote references This project complies with the following: ./ The project is a single family residence or duplex. ./ The project is wood frame 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 will take advantage of the following exceptions to the prescriptive option: o 602.6 Exception 1. One door, that is 24 ft.2 or less, that does not meet the standards is allowed. Location of the door taking this exception o 602.6 Exception 2. Doors with a U-factor of OAO allowed without calculations, Option III only, Location of the door(s) taking this exception . Ty'pE:.. D F \-\G:A i- SOUI'-c..E"' ( E \ec \- \) c..)~ \~ 0 C(. r~ Copyright 2002, WSUCEEP02-056 Copied by permission from the Washington State University Extension Energy Program .... Prescriptive - Simple Form - Climate Zone 1 7/26/2004 . . BUILDING PERMIT - APPLICATION Fill out COMPLETELY and in INK. Your application and site plan MUST COMPLETE to be accepted for review. If you have any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 ~ M'3. Owner: ,\ l:)~('f~ V\A- <:; 'f('~""'~ o\a Address: \ ~ '\ E ~l V-(r') Architect/Engineer: ~ e \ ~ Se\ t- City: f~. Phone: ~ \,. C) - '-t S 1 - l:, 'i: 3 ~ Phone: 3 \, \) - '-\ 'S I - l., '-{ ., "-r- Zip: C\Y "} \'L Applicant or Agent: Phone: Contractor State License #: Exp: Phone: Address: PROJECT ADDRESS: \'31 City: 'E. ~ \ Vt() Zip: ZONING: LEGAL DESCRIPTION: Lot: CLALLAM COUNTY PARCEL NUMBER: Block: Subdivision: tt)~ 3 0/.5;).3 90 30 Credit Card Holder Name: Billing Address:-Y. O. t>v 'f. .1 ) , Credit Card Type VISA MC TYPE OF WORK: ~sidential riew Constr. 0 Re-roof o Multi-family 0 Addition 0 Move o Commercial 0 Remodel 0 Demolition o Repair 0 Sign BRIEF DESCRIPTION OF THE PROJECT: City:---1il f -\- ~~\"') # Exp. Date: o Stove o Garage o Deck o Other --1 :5/1\1 0/ t.i: SIZEN ALUATIO~J. \ \, ,Q SF. @ "'_ t.J.~ l?:!J.~~. = $ '" 7'2_:240 l.o <TO SF. @ $ \0 \>0 /SF. = $ ~ O"U\) ~ SF. @ $_ _ SF. =;...- 7 ~'2-cfO TOTAL VALUATION ,- F~/L--'./ -~ II)U(/~ '\ -_.A ~ ~-.0 COMMERCIAL/RESIDENTIAL: Occupancy Group: No. of Stories: -L T.of Size: '-\0 (, oq Existing Sq. Ft. Total lot coverage ".05 (p--.J1! Occupant Load: Construction Type: rf & Proposed Sq. Ft. ~9_0 = TOTAL Sq. Ft., ~ "7 ESAlWetland(s): 0 Yes 0 No SEPAChecklistrequired? 0 Yes 0 No Other: APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: 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: IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: If no permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section Rl 05.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. I 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 ,not the City's, and that I must obtain such permits prior to work. T:\Policies\Blrll02_13.wpd Applicant: .~ Date: ~ -'l - D ') '~ ~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION 121 EAST 5TH STREET. PORT ANGELES. WA 98]62 '., Applicatlon Number Applicatlon pin number Property Address ASSESSOR PARCEL NUMBER Application type description ' Subdlvlsion Name Property Use Property Zoning Appllcation valuation 05-00000861 Date 168674 13 7 E AHLVERS RD 06-30-15-2-3-9030-0000- RES NEW SFR 78240 Owner Contractor SPRINGOB JOSEPH M PO BOX 231 PORT ANGELES OWNER WA 983620037 Other struct info TOTAL % LOT COVERAGE NUMBER OF STORIES LOT SIZE TOTAL LOT COVERAGE NUMBER OF UNITS 4/17/06 56 00 1 00 40609.00 2280 00 1 00 ------------ -------------------~------------------------------------------- Permlt ELECTRICAL NEW RESIDENTIAL Addltional desc OWNER/ 2100 SQ FT SFR Permlt pin number 74476 Permit Fee 119 80 Issue Date 4/13/06 Expiration Date 10/10/06 Plan Check Fee Valuatlon Qty 1 00 2 00 Unit Charge Per 73 0000 ECH 23 4000 5C EL-R-SQFT FIRST 1300 EL-R-SQFT ADDITIONAL 500 Speclal Notes and Comments Building address sign shall not be less than 6" & not more than 12" in height Numbers colors must contrast with wall color they are mounted on. lOrd 14.36.050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain location No pressurized or pumping to curbs are allowed An inspection by BUllding Department is requlred prior to backfill Address numbers shall be plainly visible from the street Address numbers sha~l be a minimum of six inches high and be of contrasting color from the background All dead-end streets and driveways in excess of 150' shall have an approved turn around, Municipal Code 16.04 070 09/13/2005 01:50 PM KDUBUC ----------------------------- 09/21/2005 10:24 AM SROBERDS -- The proposal will result in a new sf res-in the RS-9 w/attached garage for total lot coverage of 06% No land use issues are anticipated. $410 Connect Fee 09/13/2005 01 09 PM JHEBNER ---------------------------- Electrical load calculations and electrical permlts are required 09/13/2005 01.10 PM JHEBNER ---------------------------- An easement may be required 09/13/2005 01 10 PM JHEBNER ---------------------------- Any modificatlons to the electrical facilitles will be at the customer's expense COMMENTS/ACTION NEEDED .00 o Extension 73 00 46 80 r ~ J I ID I rr:. K fr' ~ ~ 0- ~ '~ ~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION l21 EAST 5TH STREET. PORT ANGELES. WA 98362 " Application Number Application pln number 05-00000861 168674 Page Date 2 4/17/06 Special Notes and Comments 09/13/2005 01'10 PM JHEBNER ---------------------------- Sanltary sewer connection lnspection is requlred by Public Works prior to back fill of ditch 24 hour advance notice is required Widen driveway at Ahlvers Rd.to accommodate full wldth of your access approach. Other Fees SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE 745 00 4.50 1025.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 119 80 119 80 00 00 Plan Check Total 00 00 00 .00 Other Fee Total 1774 50 1774 50 00 00 Grand Total 1894 30 1894 30 00 00 COMMENTS/ACTION NEEDED J ELECfRICAL PERMIT INSPECfION RECORD . CALL 4174735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE COMMENTS NO GENERAL COMMENTS: PW-lI02.JS (4'961 ~ \ji! CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION :12\ EAST 5TH STREET. PORT ANGELES. WA 98J62 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr, name Appl~cat~on type description Subdivision Name Property Use Property Zoning Application valuation 06-00000779 Date 370658 13 7 E AHLVERS RD 06-30-15-2-3-9030-0000- JOSEPH SPRINGOB RES DETACHED GARAGE 1/25/07 24000 Owner Contractor SPRINGOB JOSEPH M PO BOX 231 PORT ANGELES OWNER WA 983620037 Other struct info . TOTAL % LOT COVERAGE CONSTRUCTION TYPE HARD SURFACE AREA NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS 10 50 V-N 1 1. 00 2280 00 40609 00 2000.00 4280.00 1 00 Permit Additional desc Perm~t p~n number Perm~t Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL DETACHED GARAGE/ 200A SVC 93773 75 00 Plan Check Fee 1/25/07 Valuation 7/24/07 00 o Ci lJ I r ~ 13: Ir ~ I Qty 1 00 Unit Charge Per 75 0000 ECH EL-RM-0-200 1ST SRV FEEDER Extension 75 00 Special Notes and Comments The Fire Department has reviewed the project application and has no comments 07/25/2006 04:24 PM SROBERDS - The proposal is a 2000 s f detached garage in the RS-9 zone for total lot cove age of 11%. No land use issues are noted. Electrical load calculations and elctrical permits are required. Public Works Utility Engineering has no requirements for this plan review Other Fees STATE SURCHARGE 4 50 Fee summary Charged Pa~d Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75 00 75 00 00 .00 Plan Check Total .00 .00 00 .60 Other Fee Total 4 50 4 50 00 .00 Grand Total 79 50 79 50 00 00 COMMENTS/ACTION NEEDED ELECTRICAL PERMIT INSPECfION RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE I ACCEPTltD COMMENTS I I YIS I NO IIITI 'H R()I I{TH-IN Il,;UV~K ;:)Jj.K V 1l,;Jj. ~-j-DII ~')I , GENERAL COMMENTS: PW-II02.l' (4'961 ~ner Installation description Job wired by 0 Eleetrical Contractor o Commercial D Residential Electrical contractor lIame License number Date Expires ~ D Altered! Addition Purchaser's mailing address ~ -\- c.. L-~e.cO ~ ""'''-c.-l? City State ZIP Telephone number FAX number Premises oJnc05~~m~ II'\. . S~ r-,,^~ Q~ Address of inspection PJ'-'\\Jev) k-P \~l E: City ~O r-T- 'A ""':)€. \'€'...) W" "\,~:)\., L Phone number Y,~~d~e~~c~~ Owner as defined by.RCW/9.28.26/:(I) Owner will occupy the structure/or /11'0 years after this electrical permit is finalized. (2) Owner is required (Q hire an electrical contraclor if above said property is for sale, rent or lease. 0 Cash o Check # After reading the above statement, [ hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical instal- o Credit Card Visa Mastercard Discover lation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapler 19.28, WAC. Chapter 296-468. The City of Port Angeles Municipal Code. and Card # - - - Utility Specifications. ---------------- /Signaturc of owner, electrical contractor or electrical administrator Expiration Date (~nsP:7~~ ,X ~ Date: I_).).-U! of card ,,~~(.. '~ ..- ~~; "t'~.t" ....... . ELECTRICAL WORK PERMIT APPLICATION , Electrical Load Additions and or subtractions D NO LOAD CHANGES a Baseboard KW o Furnace KW o Heat Pump Ton LAR D Fan-Wall KW Service Information o Overhead Service D Temp Service o Undergrollnd Service Voltage PhaseD 1 D 3 Service Size: Feeder Size: SAME DAY INSPECTION, CALL BEFORE 7:00 AM 360-417-4735 ROUGH-IN '1 THERMOSTAT SERVICE "\ Date Approved By \. Dale Apprvvcd Hy Date Approved By " / " HNAL DITCH FEEDER 3-7-07 okD "- Date Approvcdlly / \. Date Approved By .,/ Date ApprovedBy./ Inspection Area, Building or Equipment Inspected Action Taken Electrical Datc Inspector ,,-., I / A2J I / /'Z/ 07 o