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Home My WebLink About906 D St - BuildingApplication Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type descriFtion Subdivision Name Property Use Property Zoning Application valuation Owner HARRY D JOHNSON 906 S D ST PORT ANGELES (360) 457 5220 Structure Information 0(0 000 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge Per 7 00 Other Fees Fee summary 14 0000 TEOU CITY OF PORT ANGELES DEPA RTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 WA 983635630 Char4ed Permit Fee Total :93 75 Plan Check Total 00 Other Fee Total 4 50 Grand Total 198 25 07 00001278 468832 906 D ST 06 30 00 0 3 0200 0000 HARRY JOHNSON RE ROOF RS7 RESDNTL SINGLE FAMILY 8200 Contractor LARIAT CONSTRUCTION INC P 0 BOX 280 PORT ANGELES (360) 457 0952 CONCRETE TILE ROOF BUILDING PERMIT NO PR FEE CONCRETE TILE ROOF 114587 193 75 Plan Check Fee 11/05/07 Valuation 5/03/08 BASE FEE BL -2001 25K (14 PER K) STATE SURCHARGE Paid Credited 193 75 00 4 50 198 25 00 00 00 00 Date 11/05/07 WA 98362 Due 4 50 00 00 00 00 00 8200 Extension 95 75 98 00 Separate Permits are required for lectrical 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/ v P 4nt Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) T.Forms /Building Division/Building Permit (IO /01 /07).wpd ELECTRICAL LIGHT DEPT 417 -4735 FOUNDATION• FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE 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 COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING 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 I 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 FINAL DATE ACCEPTED BY. FINAL PLANNING DEPT SEPARATE PERMIT 8's SEPA. PARKING /LIGHTING ESA. LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ CONSTRUCTION R.W ENGINEERING 417 -4807 PW ENGINEERING FIRE 417 -4653 I FIRE DEPT I PLANNING DEPT 417 -4750 I I 4.114 I PLANNING DEPT I BUILDING 417 -4815 I X Y 9 l t 0 I BUILDING T Forms /Building Division/Building Permit (10/0 1 /07).wpd DATE ACCEPTED BY. O DATE ACCEPTED YES I NO L-11 I I II Floor Areas Project Type Brief Description. Check all that apply New Construction 7 Addition Remodel Repair ,XRe -roof Demolition Sign Heat System Other Basement 1 Floor 2 Floor 3rd Floor Garage Carport Covered Porch Deck Shed Other BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn Building Permit Technician 321 E Fifth St. Port Angeles WA 98362 (360) 417 -4815 fax (360) 417 -4711 Applicant or Agent Lyr,yr (crAr>rvch. Owner %4vrrh J45,,soa Owner's Address q j, j; Pss Contractor /Engineer A r tf7' re On frt.& 7:41,, Contractor /Engineer's Address PO LSD. /fa /ih•�. License LAAJA C 11 p g PROJECT ADDRESS 9O( t Parcel Number Max. height of proposed structures Will a lawn sprinkler system be installed? Will a fire sprinkler system be inste l P one Phone For City Use Only Date Received 11 Permit Date Approve d 4, G _2oafct' A to) VJ' 2—.52.26 Phone litio ,-2oJd Expires /z >0 q Lot Zoning Residential Commercial Multi- family Industrial i v%I 14h A007 1- ifPfort r 1?h Cr.1 h/)' wall- mounted projecting freestanding awning other Total sign area sq ft. Maximum allowed sign area sq ft. Heat pump wood burning stove gas fireplace pellet stove other i Existing (sq. ft.) Proposed (sq. ft.) Total footprint of structures sq ft. Lot size ft. Occupancy group Occupant load Construction type per sq ft. TOTAL VALUATION d 6 6' sq ft. Lot coverage of bedrooms of full baths of half baths I have read and completed this application and know it 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 to obtain permits prior to working on projects Date ii Print Name L I✓- JJ Signature T Forms /Building Division /Bldg Permit Appl. -2006 Code doc 4SEASONS ENGINEERING, INC Jim Lierly City of Port Angeles Building Official 321 East Fifth Street Port Angeles, WA 98362 Sincerely, John E Partch, P.E cc Larry Johnson (360) 452 -3023 Fax (360) 452 -3047 619 S. Chase Street Port Angeles, WA 98362 FILE Subject: Johnson Residence Reroof 906 South D Street, Port Angeles November 2, 2007 At the request of Larry Johnson, we have investigated the roof framing of the Harry Johnson Residence The house is in the process of being re- roofed with Monier Lifetile roofing. The new roofing weighs 10 5 pounds per square foot when installed, according to the manufacutrer's information. With the new roofing, the roof will have a dead load of approximately 14 psf. Current snow load requirements are 25 psf. According to the owner, the house was originally constructed in 1965 [The original roof framing consists of 5/8" plywood sheathing with 2x6 rafters and 2x8 ceiling foists at 16" on center Purlins and braces support the rafters onto interior walls of the residence in the northern part of the residence The maximum rafter span in this area appears to be less than the 10'8" maximum specified in the 2006 IRC Table R802 5 1(3) for a snow load of 30psf and a dead load of 20 psf. The central living area and garage roof is supported by configuring the roof framing into site built trusses with 2x12 strong back stiffeners When computer modeled as a truss, the roof framing appears to be sufficient to support the new roofing. If you have any additional questions or concerns, please call me at (360) 452 -3023 0 'SU) L T1 )1c4, cEI 5 12- r zst'se,W 11: 0) 4 3 1_1 Nftn .)e) tS S-1 C 1 7,7 -4 1' 11 t FL- t4Ps 1‘ 91— ti 1AA r+preiz45P.Ack) ?:.stet /6 (-5 sfajerm„,4— er5c,ik-, 4-4154 (-kg 1 (4- fiit's -slre :sr)! Avu)$.44 I -71 KA 2 ki /•••41 7:4 Cie fi0 AA, k L' we cluNk -t -a Licz ¶ELT do t+NiseN) 4SEASONS ti ENGINEERING, INC (360) 452 3023 519 S Chase St Port Angeles, WA 98362 DATE. SCALE: DRAWN BY CHECKED SHEET OF Results for LC 1 TOTAL LOAD 4 Seasons Engineering John Partch -1 Nov 2, 2007 at 2:15 PM untitled.r2d Company 4 Seasons Engineering Nov 2 2007 Designer John Partch 2:08 PM Job Number Checked By Basic Load Cases BLQj3escriotion Categoo X Gravity Gravity Joint Point Distributed 1 1 1 dead load I DL I II 12 I 2 I snow.Ioad: I SL I I I I I 1. 8 1 Joint Boundary Conditicns Joint Label 1 I N1 2 ..I N5 3 I N3 4 .I.. N2 5 I N4 Joint Reactions (By Combination) If J Label X Fill l 1 1 1 Ni I 1418.387 2 I 1.... I 'N5 I 0 3 1 N3 1418.387 4 1 N2 0" 5 I 1 N4 0 6 I 1 lrotais: .0 7 I 1 COG (ft). X. 18 Member Distributed Loads (BLC 1 dead load) 1 .2 3 4.. 5 6'... 7 .8 9 10.` 11 12 1 2'. 3 4 5 :6:. 7 8 Member Label M5 M6" M7 M8 M1 M2 M3 M4' M11 M12 M13 M14. Member Distributed Loads (BLC 2 snow load) Member Label M5 M11 M6 M12". M7 M13 M8 M14 X flb /in) Y Ib /in1 Rotationrk- ft/radl Footina I Reaction I Reaction I :I- .I I Reaction. .I I Reaction I Reaction CS150 I... I CS150 Direction Y. Y Y Y. Y Y Y V. Y Direction Y Y Y Y Y Y Y. Y flbl 884.943 872.859.. 272.101 83.04.1. 77.581 2190.525" Y. 2.64 MZ flb -ftl 0 0 0 0 0 Start Maanitudeflb /ft.... End Magnitude[Ib /ft.d... Start Locationfft. %J End LocationLft, -17.5 -17.5 0 0 I 17.5.. 17:5.. 0 0 I 17.5 17.5 0 0 -17.5 -17.5 0. 0 I 7.3 -7.3 0 0 -7:3 7.3 -0.. 0: -7.3 7.3 0 0 -7.3 -7.3 0 -0.. 17.5 17.5 0 0 17:5'. -17 :5 0 0 -17.5 -17.5 0 0 -17.5. 1.7.5 0 0 Start Maanitudeflb/ft.... End Mag nitudeflb /ft.d... Start Loca ion End Locationfft %1 -33.3 -33.3 I 0 0 -33.3 =33.3 0 I 0 -33.3 0 I 0 33.3. -33.3 0 ,I. 0 33.3 -33.3 0 I 0 -33:3 -33.3 0 I 0 -33.3 -33.3 0 I 0 33:3.. -33.3 0 .I .0 Wood Material Properties Label I Soecies Grade Cm Emod Nu Therm Densfk/ft^31 1 1 I DF Larch I I Douolas Fir -Larch I Select Structural I I 1 I .3 I .3 I .035 1 RISA -2D Version 7 0.0 6 'C• \RISA \untitled.r2d1 Paae 1 Company 4 Seasons Elgineering Designer John Partch Job Number ====s Member Wood Code Ch9cks LC Member Shape 6C Max Loc[ft] Shear 1 Ml I 2X8 11 .485 I 8 I .205 2 M2 1 2X8 '11 :455:1 0 1 171 3 M3 I 2X8 1.623 1 9 I .218 'M4 2X8 1:668 .1 O. 1 :234 5 M5 1 2X6 11 .16, .280 6 'MGI I 2X6 11 40e9 1 .L 1: 7 5.27 1 :874 7 M7 1 2X6 N-494Z 5.27 I .660 8 ,1M8, ,'2X6 11/.362 1 0 I 419 9 M9 I 2X6 A .048 1 0 1 .000 10 '1‘410 2X6 Il 046 0 '1 :000 11 M11 I 2X6/ 1 1.390 12.6371 .427 12' A412 2X61 1 1:047 1 10 1 1 .107 13 M13 I 2X4 1 .951 1 0 1 .816 14 .:M14 1 2X .172 12.9591 :274 15 M15 1 2X4 1 .016 1 0 I .000 161 '1..M16 :1 2X4k. 1 1 0 F .000: 17 M17 1 2X41 11.087 1 0 I .000 18 1 M18 1 2X4 1 .016 1 0 1 :000 1 .1 1 1. 1 1. 1 1 1 1 1. 1 1 1' RISA-911 Wircinn 7 ARISA1iintiflArl Wood Material Prooerties (Continued) Label Species Grade Cm Emod I. 2 'I So I 1 Southern:Pine 1 .:No:1 Lo ft 0 1.704 11 11.704- 0 11.704 8 11:704 5.79611.781 0` I11781 0 11.781 0 1 1.781. 0 1.781 0. 1181 2.637 1.781 5:27 1.781 5.27 1.781 0 0 '0 0 0 Ft' ksi 1.2 11.2 1.2 112 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 Fb' ksi Fv'ficsji RB 1.8 1 .095 16.218 1.8 -1 .095..1,6.218; 1.8 I .095 1 5.218 1.8 :095.1:15:216 1.95 I .095 1 5.416 .1 :095 .1:.5.4116. 1.95 1 .095 1 5.416 1 :095 11 :16 1 .7961' 1.95 I .095 1 8.85 :.095,1 8'85: 1.95 1 .095 18.796 .1.95 1 :095451418 04- Nov 2 2007 2:08 PM Checked By Nu Therm DensEk/ft^31 .3 1 :3 1 '1 CL CP Eqn 1 I .955 1 3.9-1 I 1 .11..,.955,.1 393.'1 1 I .955 1 3.9-1 I 1. .3.9-111 1 I .952 1 3.9-3 I 1:. '.11 1 1 .952 1 3.9-3 1 1.. ,,.952 1 I .952 1 3.6.3 I 1 1' :952 1 I .952 1 3.9-3 ."1: '3:943 1.3 1.95 I .095 I 5.416 1 I .952 1 3.9-3 1.781 .1.3 .195 1 .095_ 4 5.416 .1 1 952 139-3 .812 1.5 1 2.25 I .095 17.605 I 1 I .416 1 3.6.3 .19 1.5 I 225-.1 .095,.111.1141. :1 "I. .102'.1.. 39-1 .199 I 1.5 1 225 I .095 11.1141 1 I .102 1 3.9-1 812 .1 .15 I. 2.25 1 1. :095 1.7.605.'1 ..1 I ...416. 163 etc c tb 1 ACC;E:rer L 40- CP Panp 4 Seasons Engineering Project: REROt F PORT ANGELES WA Job: LARRY JOHNSON Client: LARRY .OHNSON Input Data Check of 2x12 Select Structural Douglas Fir Larch- Dimensional te Left Cantilever None Main Span: 18' Check for repetitive use? No Tributary Width: 0' Dead Load: 0 psf Live Load: 0 psf Allow. LL Deflection: L/360 Allow TL Deflection: L/240 (3 in Maximum) Eb. 1900000 psi F. 180 psi User Defined Loads Load Case Load Type Snow Condition 1 Design Checks Max. Value Allowable of Allow. Location Reactions and Bearing Support Location ft 0' 18' Program Version 8.2. 12/29/2005 ROOF STIFFENER -Quick Beam F eaction lb 558 1406.34 40Y 0' Uniform Min. Bearing in t5 1.5 Distance(s) to Start It 0' Bending X psi 952.32 1725 55 9 Reaction lb Self- weight of member is not included. Member has an actual/allowable ratio in span 1 of 72 Design is governed by live load deflection. Governing load combination is Dead +Snow Condition 1 Maximum hanger forces: 558 lb (Left) and 558 lb (Right). Load Length ft 18' Shear LL Dell. it.. Deft. psi In In 44 433 -0.4331 0.4331 207 0.6 0.9 21 72 V 48 th 17'3/4' 9' 9' 558 558 Fb. 1500 psi Page 1 14 11 14 11/02/07 Designed by' John Partch Checked by Right Cantilever None Slope: 0 Snow Load: 0 DOL. 1 150 Load at Start pit 62 Load at End pif We propose hereby to furnish mater al and labor complete in accordance with the above specifications for the sum of PROPOSAL L ars 4r- cc C A a•-, Proposal Submitted To: P Address q 0 e‘ is71 Phone We hereby submit specifications and estimates for C fC.. e I with payments to be made as follows: Any alteration or deviation from above specifications involving extra costs will be Respectfully executed only upon written order and will become an extra charge over and I submitted above the estimate All agreements contingent upon strikes, accidents, or delays beyond our control. Note this propoWmay be 4hdrawr us if not accepted within The above prices, specifications and conditio is are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payments will be made as outlined above. Date of Acceptance 7- FORM 3850 P 28J fort 4 0,9,4- 14 9 6 P)cz. (WI 0- e 7 d Job Name Job Job Location Date Fax Architect Acceptance of Proposal Signature Signature 1,/f X oto Page of pages Date of Plans 4; 41// Dollars days.)