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Home My WebLink About3007 S Laurel St - Building f 'PORT ~ ~~ ~/ ~-- 'l,ii:~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 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 05-00000940 Date 10/10/05 419820 3007 S LAUREL ST 06-30-15-2-2-9050-0000- RES NEW SFR 158360 Owner Contractor KEVIN GROFF CONSTRUCTION P. O. BOX 1665 PORT ANGELES WA 98362 (360) 452-9892 Other struct info KEVIN GROFF CONSTRUCTION PO BOX 957 PORT ANGELES (360) UD l!!Il TOTAL % LOT COVERAGE NUMBER OF STORIES LOT SIZE TOTAL LOT COVERAGE NUMBER OF UNITS WA 98362 19.70 1. 00 12364.00 2431. 00 1. 00 Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date BUILDING PERMIT -RESIDENTIAL 61861 1347.65 10/10/05 4/08/06 Plan Check Fee Valuation 539.06 158360 Qty Unit Charge Per Extension 1017.25 330.40 BASE FEE 59.00 5.6000 THOU BL-100,001-500K (5.60 PER K) Permit MECHANICAL PERMIT Additional desc Permit pin number 61879 Permit Fee 90.70 Plan Check Fee .00 Issue Date 10/10/05 Valuation 0 Expiration Date 4/08/06 Qty Unit Charge Per Extension BASE FEE 47.00 1. 00 14.7000 ECH ME- INSTALL 100- FAU 14.70 4.00 7.2500 ECH ME-VENT FAN 29.00 Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date PLUMBING PERMIT 61887 146.00 10/10/05 4/08/06 Plan Check Fee Valuation Qty Unit Charge Per BASE FEE 10.00 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 Extension 47.00 70.00 7.00 15.00 7.00 ;;;w/ e/ S/~c06 nu I-1 .00 o 'B ~ if' ~ ~ II) ~ Special Notes and Comments en .:roo gu ~rEi. farel J.lfS a e, ;t:q..;L.l1s...;WJ. . oc.aJ:.l;:c Wt. ry . t d bl" t Th' . b Separate ermlts arereqUlrea ore ecmca wor, t:t"'A, ;:,nore me, ct)A, UIIllles, pnva e an pu IC Improvemen s. IS permit ecomes 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 constr ction. Si Signature of Owner (if owner is builder) T:\Policies\ 1102_15 building permit inspection record05. wpd [1/4/2005] Date 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 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. I INSPECTION TYPE DATE ACCEPTED COMMENTS I YES I NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE 1 DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR / 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 DRYW ALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING MECHANICAL HEAT PUMP 1 FUrot ~ DUCTS 'r GAS LINE <.1....... WOOD STOVE 1 PEL ET 1 CHIMNEY COMMERCIAL HOOD 1 DUCTS MANUFACTURED HOMES FOOTING 1 SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT #'s SEPA: P ARKlNG/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. 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:IPoliciesIII02_15 building permIt inspectIon record05.wpd [1/4/2005] f 'PORT ~ ,,~O~..., ~~~.. 11..-- 'l,ii:c~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 05-00000940 Application pin number 419820 Page 2 Date 10/10/05 Special Notes and Comments 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. MAINTAIN CLEARANCES FROM SERVICE WIRES 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. 09/29/2005 11:42 AM SROBERDS - Setbacks on the site plan are reversed for residential development. 09/29/2005 03:20 PM SROBERDS -- Property lines may be switched such that the front/rear face north/south rather than the platted east/west configuration. $713 Connect Fee. 09/28/2005 02:10 PM JHEBNER ---------------------------- Electrical load calculations and electrical permits are required. 09/28/2005 02:11 Final Grade at the accordingly. Other Expense. 09/28/2005 02:11 PM JHEBNER ---------------------------- Any modifications to the City's electrical facilities will be at the customer's expense. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Construct driveway and Sidewalks 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 prouring concrete. PM JHEBNER ---------------------------- Transformer is manditory. Landscape options are available at Customers 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 1584.35 1584.35 .00 .00 Plan Check Total 539.06 539.06 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 3897.91 3897.91 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes nu II 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 permit inspection record05.wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD 0:)- Cf 1-/0 ',. CALL417-4815 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 LOCA nON. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS J J- I t'] -6) 6- WALLS 1- ~1-.oS' FOUNDATION DRAINAGE 1 DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING ~d S/~(t;, ~ UNDER FLOOR / SLAB , ROUGH-IN ! / )--<1-) DC Jlf. WATER LINE (METER TO BLDG) GAS LINE BACK FLOW 1 WATER AIR SEAL WALLS -vI (, In, JW CEILING FRAMING JOISTS 1 GIRDERS vJ1t? I (){, :TLv SHEAR WALL/HOLD DOWNS WALLS 1 ROOF 1 CEILING ~/l'7>/O7", J('~ DRYW ALL (INTERIOR BRACED PANEL ONLY) "tj'VL 10& 'Jl{; T-BAR INSULATION SLAB WALL 1 FLOOR / CEILING ?.f (.1[.. ( tJYi:.. I .:111/ MECHANICAL Fc~(~1- S I{r:,({)~ Jz-v HEAT PUNW 1 FURNACE 1 DUCTS I , GAS LINE I~/($ /~(, -:Tl-V 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 ARKING/LIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCyruSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417.4735 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 ~ Ite, / tH... I :J7,u BUILDING \)J % 1... -.\ ~ \ CJ\ ~ r ~ r T:\PohcleslI102_15 bUlldmg permit mspectlOn record05.wpd [1/4/2005] 3: 3: ol ol '" '" '" o 0 ..., ..., Ul ',lI" ........... .................... ..., ...,..., '" UlUl .......... ..................... o 00 '" "'''' c.; ;Pc.; r' 'Or' r' r' () o Z ..., H Z c:: ol o o Z ..., o Z ol :>< ..., '0 ;p Q ol 3:0003; tI:jNPltvtIj n...........OO.........n ~I-'rot-'::r: s:~'<~s: HN.J:>.l\JH ()OCJ\OO :t>'ooo):>l t"i en I CJ\ L' 00 '" 00 Q H 0\,0 0);>1 Z.J:>.l--'l--'C/) ;p .. r'''' ..., ""'0 H3: 3: ol .. 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H .,HH "'Z (fJ'OO t1 0 oCl ---...,~ 0 0 0 OH H H 3: )> en"l 00 ZZ 3: >< 0 3:ZH (fJ{fJ '" o~ 3: ~ '0'0 + Z '" "'''' ., "'''''0 Z 00 m 0.. ;:p. ., .,., "'''''' m OH S- ~ ' H H "'0 "" 0 .. Z 0 '" Z e" "''0 ,-<., Z -.J3:"l ~8 ? < 0 0 'O'Om ., 0 i3i3iiJ "'~ ! '" '0" m", m tJjH ZZO ., )>Z "''''H t' ",Cl <: ., t' :r: H 0 '" -0 t' w w "' '" '" t' ~) 00 >< ~, j ..... """" rf en '" "'0 , 1 \DH "'U1 \DH "''''' 0'0 )>)> .,Cl "'''' H H ---.. H '" ---.. o U1U1 BUILDING PERMIT - APPLICATION Fill out COMPLETELY and in INK. Your application and site plan MUS COMPLETE to be accepted for review. If you have any questions, ca. PERMITS (360) 417-4815 FAX(360)417-4711 Applicant or Agent: WCJyn-e Qre) f'f Phone: 477 -/ ~ 0 :::) Owner: k P II; VI c;..i-d ft C. ~ ."L<"; -ri" t..l c-t t ~ n Phone: ~ 5.J - 9 SX1 2- Address: ?o Bo;r'" lc..toS City: /~rt 411feles Zip: '1'Y'3c,z- Architect/Engineer: Phone: Contractor-K€, 111\ /11 G~) ff C:',t>'T;State License #: ke();~QrCOztl/BExp: ,1'/1/07 Address: pO I <..65 City: Pc~..::t A-'"f'ell?s PROJECT ADDRESS: -?J OCJ 1 S - ~ Ra ~1 S'~ LEGAL DESCRIPTION: Lot: I Block: ~ X' -...2 -:5 Subdivision:- CLALLAM COUNTY PARCEL NUMBER: D fa 30 I S~ cr 0 $'0 (j 000 Phone: 1i'-S.;L-?;r'l'2- Zip: 733G 2- ZONING: TYPE OF WORK: ~ Residential ~ New 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: o Stove 1RI Garage )Xl Deck o Other SIZEN ALUATION: ~ 1113/ SF. @ $ 9rJ;...<' /SF. = $ 57" SF. @$ ::lD~ /SF. = $ ~ SF. @$ /.sC$~: /SF. = $ TOTAL VALUATION $ 14".~80 i' ,5::10 3'"-0 'S8'j~"'o NtW 0Ftz COMMERCIAL/RESIDENTIAL: Occupancy Group: No. of Stories: _ Lot Size: J2, tJb4.. Existing Sq. Ft. Total lot coverage~ Occupant Load: Construction Type: % & Proposed Sq. Ft. ~ I = TOTAL Sq. Ft. ~ I APPRO V ALS: 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: 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 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-l102_13.wpd ApplicantLA ;.)~_~ate: Cf- :2"-05' Prescriptive Approach - Simple Form For the Washington State Energy Code (2003 Edition) Climate Zone 1 ~~ A1D Site Information Building Department UseOn!y Lot: Permit#: State: Zip: Contact: \\J'vt-yn& ~V"ti1f Phone: 4-11--I~vG Address: Notes: City: :ern 'S"" ~ Phone 2: Fax: n mnte azmg otlOn ny Glazing Glazing U-Factor Door9 Wall Wall Wall SIab4 Option ArealO u- Ceiling1 Vaulted Above Int4 Ext4 Floors On % of Floor Vertical Overhead 1] factor Ceiling3 Grade Below Below Grade Grade Grade III Unlimited ~21 "' Group R-3 0.40 0.58 0.20 R-3V R-30 R-21 R-IO R-30 R-IO Occupancy "---.../ Only Table 6-1 PRESCRIPTIVE REQUIREMENTS 0,1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Ur'dGl' o' 01) See the code text for footnote references This project complies with the fnlIn"';--- ,( The project i ,( The project i: ,( All building Cl ,( The project w terior of the framing. , Option III. The project will take o 602.6 Exceptk scriptive option: eet the standards is allowed. o 602.6 Exceptiol rY7v\ ~J (1) \ \ \) -- -tM'~~_-- ~~~\!\~ Location of the doc culations, Option 1/1 only. Location of the door Copyright 2002, WSUCEEP02-( Copied by permission from the Ii .JJ ? ('fJ 7; \ 1\ r-J 11 tV\ \ -A rj-W1t JJ Jot Y,1 ~ \ _5Jt1J'~ ~ ~ 4+ PlJr?1P TypE. DF 7/26/2004 fii~~H~ ~. li~~~~~- ~L nrHH' ~, iliinu ,~ ~ "~~~~~~d ~ ~~~~bllq ~ ~~J~p~!l' ~. ~nll~.,.~Li )'i Iii ~ ~ llr~ ~ 'l;.~ ~ fr l ~., ~.., ,il~~2,,~' I:) ~h:HUiii ~-~ ~~ ~ ~f~~dd~.\l.l!, ~ ~ ! f .~ ~ ~. f Ii ~ ~ i I ~ i ~ ~ j . ~. ~ i ~ L - ~~ ~ 1 ~ ~ a" ~i~ ~~ ~~!~! ~~!i ! ~ ~ I />.. ->." ~t1 i 1 ~~ II i '1 ~ H \9-! !., \ ')"~': ~ i~ "- Jl H ~ l<J ~ ~ ,v" :~ ~ ~ ~~ ~ ... ~ t ~t~ :-_.-.:-' ~~~1 ~ ~it~ ..~ 1ij..1 ~~~~ ~a R..d~ J J ~ J ~ ',1 ~.' ~ : ~~' . J& ~~ j~ ~\j ~~ ~Ild! Ii ~ jht ~ c!1- ~ ~ <s i ~ ~ ~ ~ ~ ~ ~ 'to,; ~f) ~ !) ~ !! i ~) ~ ~ ~ - l H ~ lq~~~t i~~~~~ ~~j~ifii ~l~q~~~ . I~Uu~! ~~liH~~ ~~~~I~i~ filh!H ~ o '~:l!'~"'l;~ ~~ ~~~ilHI t~ .. Q) ,> '" : f o . J ~ ~ :- ~ ," ~ . " ~ i i! u ~I ~I ~'li~ . hi !.. I ~~ l!J "1!lo' ~ ~ ~ .l!' s:~~~l~ ~ ~!!)' ~ <: ~ ~~~~Slf ~~Hi~ ~!\H~~ ....H~ltl'.. ~~~~i~! ....n~ l;j !il !l ~.~I ~~r ~'lil ~.. . ~ ~ . .l!.l! --)-, iiil.. ~ "'9~5t ~ I bLLi> 18 bre I ...J~~({ Ci l.&J '2 I }l ~-1. -_ --.J ~ i ~~ ~ cq n-!il' .q ~ <l." qj ~ I:lhifll ~ '" ..j Q;i~ q ~~ q~ l ~I~ll~ lil~I.q~. ;ud~j n ~ p -j H "t ~i i~ ~f L d i~ ~H H ~i ~il1 P P ~1!111~! Ihn~f Il.~ :go!"' ~_I!~ It!~qdf~i ~~hn d~ ~ l\i ~ !Q ~ ~ 3;. 00 ~ 00 <D L- 0::.. ~ ~~Z!! r! -.Jz2 ~ I a... Q t-:. ~ .J ~ ti:!!l~~~l ~ ~ 8 S & e r-<(CJ)~ ~~ 0:: 11.. ~ j ~O~d C/) .~ :::::: ~ z ... c a ~ ~ ~!Q ~~~ 0:." 'l> Cll ~ -.oeD NOJ.~s.. . ~ i! i ~..~. .'< 1::0 ... Z ~ ! I "~I! i~~, !fij n~l I ~ ~ i i ~ I ~ ~ . ~ ~ l~ ~ H~ . ~ ~ditij ~ ~Hli~~di ~jlf1~n~~! 13ft. t 11 I~i ~~. J. ....'\l~~h~i~~~ fOj 11 ~ ~t~ .0 r ...... ~ 1'V) \l; ~ -:... ~ ~ - .J ~~ ~ 'e a 12 8 ~ '" .S; -'= i .e ::l M <<:I ~~..... TJ-Beam@6.15SeriaINumber:7004012143 User: 1 7/29120053:56:26 PM Page 1 Engine Version: 1.15.33 Typical header 3 1/2" X 7 1/4" 1.6E Solid Sawn Douglas Fir #2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0112 Roof SIope0l12 6' 6" L ~~ ~ J ~~ ~ AU dimensions are horizontal. Produd Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary load Width: 16' 6" Primary load Group - Snow (pst): 25.0 live at 115 % duration, 17,0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width length live/Dead/UpliWTotal 1 Stud wall 3.50" 1.53" 1341/93110/2272 By Others None 2 Stud wall 3.50" 1.53" 1341/93110/2272 By Others None -See T J SPECIFIER'S I BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Shear (Ibs) 2155 1646 1848 Moment (Ft-Lbs) 3323 3323 3341 live Load Defl (in) 0.075 0.206 Total load Defl (in) 0.128 0.308 -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 6' 6" ole unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NOS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Design assumes adequate continuous lateral support of the compression edge. Control Passed (89%) Passed (99%) Passed (U980) Passed (U579) location Lt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this software will be accomplished in accordance with T J product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a T J Associate. -Not all products are readily available. Check with your supplier or T J technical representative for product availability. -Solid sawn lumber analysis is in accordance with 1997 NOS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Building Code UBC analyzing the solid sawn lumber material listed above, PROJECT INFORMATION: Groff Residence OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone: (360) 417-5615 Copyright @ 2004 by Trus Joist, a Weyerhaeuser Business c: \Documents and Settings\KATE WADDELL\Desktop\Drafting Solutions\Groff 05-029\ typical header. 5ms ~~eL..... TJ-8eamiJj) 6.15 Serial Number: 7004012143 User: 1 7/29/20053:55:51 PM Page 1 Engine Version: 1.15.33 Kitchen Beam option 3 118" X 9" Classic Glulam™ (24F - V4 OF) THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0112 Roof SIope0l12 J ~~ ~ ii' L ~ . Product Diagram is Conceptual. All dimensions are horizontal. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 11' Primary Load Group - Snow (pst): 25.0 Live at 115 % duration, 17.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/UpliftIT otal 1 Stud wall 3.50" 1.94" 1513/1066/0/2579 By Others None 2 Stud wall 3.50" 1.94" 1513/1066/0/2579 By Others None -See T J SPECIFIER'S 1 BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Shear (Ibs) 2500 -2090 5175 Moment (Ft-Lbs) 6668 6668 9703 Live Load Defl (in) 0.234 0.356 Total Load Defl (in) 0,400 0,533 -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 11' olc unless detailed otherwise. bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. Control Passed (40%) Passed (69%) Passed (U546) Passed (U320) Location Rt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading Proper attachment and positioning of lateral ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J), T J warrants the sizing of its products by this software will be accomplished in accordance with T J product design criteria and code accepted design values, The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a T J Associate, -Not all products are readily available. Check with your supplier or T J technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the T J Distribution product listed above. -The analysis presented is appropriate for Classic Glulam TM beams by Weyerhaeuser. PROJECT INFORMATION: Groff Residence OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone: (360) 417-5615 Copyright 2004 by Trus Joist, a Weyerhaeuser Business TJ-Beam@ is a registered trademark of Trus Joist. Classic GIulam'" is a trademark of Weyerhaeuser. C:\Documents and Settings\KATE WADDELL\Desktop\Drafting Solutions\Groff 05-029\Kitchen beam 2.sms ~~~..... TJ-8eam@6.15SeriaINumber: 7004012143 User: 1 7/29/20053:55:13 PM Page 1 Engine Version: 1.15.33 Kitchen Beam 31/2" X 111/4"1.6E Solid Sawn Douglas Fir #2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 8/12 Roof Slope8/12 J J ~ 11' L ~ i Product Diagrlllll is Conceptual. All dimensions are hoI'izontal. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 11' Primary Load Group - Snow (pst): 25.0 Live at 115 % duration, 17.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/UpliftIT otal 1 Stud wall 3.50" 1.74" 1513/1080/0/2592 By Others None 2 Stud wall 3.50" 1.74" 1513/1080/0/2592 By Others None -See T J SPECIFIER'S 1 BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Shear (Ibs) 2514 -2013 2868 Moment (Ft-Lbs) 6704 6704 6806 Live Load Defl (in) 0.121 0.356 Total Load Defl (in) 0,207 0.533 -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 11' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NOS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Design assumes adequate continuous lateral support of the compression edge. Control Passed (70%) Passed (98%) Passed (U999+) Passed (U619) Location Rt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this software will be accomplished in accordance with T J product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a T J Associate. -Not all products are readily available. Check with your supplier or T J technical representative for product availability, -Solid sawn lumber analysis is in accordance with 1997 NOS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Building Code UBC analyzing the solid sawn lumber material listed above, PROJECT INFORMATION: Grof Residence OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone: (360)417-5615 Copyright G-) 2004 by Trus Joist, a Weyerhaeuser Business C:\Documents and Settings\KATE WADDELL\Desktop\Drafting Solutions\Groff 05-029\Kitchen beam l.sms ~~e!..... TJ-8eam@6.15SeriaINumber:7004012143 User: 1 7/29/20053:54:38 PM Page 1 Engine Version: 1.15.33 Garage door header option 5118" X 12" Classic Glulam™ (24F - V4 OF) THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 8112 Roof SIope8112 J J ~ 16'9" 1- ~~ ~ Product Diagram is Conceptual. All dimensions are horizontal. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 14' 6" Primary Load Group - Snow (pst): 25.0 Live at 115 % duration, 17.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Stud wall 3.50" 2.40" 3036/2190 I 0 /5226 By Others None 2 Stud wall 3.50" 2.40" 3036/2190/0/5226 By Others None -See T J SPECIFIER'S I BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Shear (Ibs) 5122 -4420 11316 Moment (Ft-Lbs) 21020 21020 28290 Live Load Defl (in) 0.446 0.547 Total Load Defl (in) 0.768 0.821 -Deflection Criteria: STANDARD(LL:L/360,TL:L/240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 16' 9" ole unless detailed otherwise. lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge, Control Passed (39%) Passed (74%) Passed (L/442) Passed (L/257) Location Rt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading Proper attachment and positioning of ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this software will be accomplished in accordance with T J product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a T J Associate. -Not all products are readily available. Check with your supplier or T J technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the T J Distribution product listed above. -The analysis presented is appropriate for Classic Glulam 11.1 beams by Weyerhaeuser. PROJECT INFORMATION: Groff Residence OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone: (360) 417-5615 Copyright @ 2004 by Trus Joist, a Weyerhaeuser Business TJ-Beam@ is a registered trademark of Trus Joist. Classic Glulam~ is a trademark of Weyerhaeuser. C:\Documents and Settings\KATE WADDELL\Desktop\Drafting Solutions\Groff 05-029\garage hdr 2.sms ~~l!!!t~ T J-8eam@6.15 Serial Number: 7004012143 User: 1 7/29/20053:53:50 PM Page 1 Engine Version: 1.15.33 Garage door header 3 1/8" X 15" Classic Glulam ™ (24F - V4 DF) THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0112 Roof SIope0l12 J J ~ 16' 9" L ~ ~ Product Diagram is Conceptual. All dimensions are horizontal. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 14' 6" Primary Load Group - Snow (pst): 25.0 Live at 115 % duration, 17,0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/UpliftIT otal 1 Stud wall 3.50" 3.91" 3036/2160/0/5196 By Others None 2 Stud wall 3.50" 3.91" 3036/2160/0/5196 By Others None -See T J SPECIFIER'S 1 BUILDERS GUIDE for detail(s): By Others -Bearing length requirement exceeds input at support(s) 1, 2. Supplemental hardware is required to satisfy bearing requirements, DESIGN CONTROLS: Maximum Design Control Shear (Ibs) 5092 -4239 8625 Moment (Ft-Lbs) 20900 20900 26953 Live Load Detl (in) 0.374 0.547 Total Load Detl (in) 0.641 0.821 -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 13' o/c unless detailed otherwise. bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. Control Passed (49%) Passed (78%) Passed (U526) Passed (U307) Location Rt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading Proper attachment and positioning of lateral ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this software will be accomplished in accordance with T J product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a T J Associate. -Not all products are readily available, Check with your supplier or T J technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the T J Distribution product listed above. -The analysis presented is appropriate for Classic Glulam TJ.A beams by Weyerhaeuser. PROJECT INFORMATION: Groff Residence OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone: (360) 417-5615 Copyright @ 2004 by Trus Joist, a Weyerhaeuser Business TJ-Beam@ is a registered trademark of Trus Joist. Classic Glulam- is a trademark of Weyerhaeuser. C:\Oocuments and SettingS\KATE WADDELL\Desktop\Drafting Solutions\Groff 05-029\garage hdr l.sms ~~~..,- T J-8eam<IY 6.15 Serial Number: 7004012143 User: 1 7/29/20053:53:04 PM Page 1 Engine Version: 1.15.33 Floor Beam 9 1/2" T JI@ 110,2 plies @ 16" ole THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED J J ~ 9' 6" '- ~ I ~ Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential- Living Areas (pst): 40.0 Live at 100 % duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 275.0 187.0 OT09'6" AddsTo SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width length Live/DeadlUpliftIT otal 1 Stud wall 3.50" 3.50" 1560 19521 0 1 2511 A 1: Blocking 1 Ply 91/2" TJI@110 2 Stud wall 3.50" 3,50" 1560/952/0/2511 A 1: Blocking 1 Ply91/2"TJI@110 -See T J SPECIFIER'S 1 BUILDERS GUIDE for detail(s): A 1: Blocking DESIGN CONTROLS: Maximum Design Control Control location Shear (Ibs) 2401 -2357 2806 Passed (84%) Rt. end Span 1 under Snow loading Vertical Reaction (Ibs) 2401 2401 2806 Passed (86%) Bearing 2 under Snow loading Moment (Ft-Lbs) 5452 5452 5474 Passed (100%) MID Span 1 under Snow loading Live Load Defl (in) 0.190 0.227 Passed (U575) MID Span 1 under Snow loading Total Load Defl (in) 0.305 0.454 Passed (U357) MID Span 1 under Snow loading TJPro 64 30 Passed Span 1 -Deflection Criteria: STANDARD(LL:U480,TL:U240). -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 6" olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ.Pro RATING SYSTEM -The T J-Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19'/32" Panels (20" Span Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.94 PROJECT INFORMATION: Groff Residence OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone: (360) 417-5615 Copyright @ 2004 by Trus Joist. a Weyerhaeuser Business TJI@ and TJ-Beam@ are registered trademarks of Trus Joist. e-I Joist-,Pro- and TJ-Prow are trademarks of Trus Joist. C:\Documents and Settings\KATE WADDELL\Desktop\Drafting Solutions\Groff OS-029\floor beam at girder.sms ~~~.".. TJ-8eam@6.15SeriaINumber:7004012143 User: 1 7/29/20053:53:05 PM Page 2 Engine Version: 1.15.33 Floor Beam 9 1/2" T JI@ 110,2 plies @ 16" ole THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J), T J warrants the sizing of its products by this software will be accomplished in accordance with T J product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a T J Associate. -Not all products are readily available. Check with your supplier or T J technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the T J Distribution product listed above. -Note: See T J SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: Groff Residence OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone: (360) 417-5615 Copyright @ 2004 by Trus Joist, a Weyerhaeuser Business TJI@ and TJ-Beam@ are registered trademarks of Trus Joist. e-I Joist~,Pro- and TJ-Pro- are trademarks of Trus Joist. C:\Documents and Settings\KATE WADD8LL\Desktop\Drafting Solutions\Groff 05-029\floor beam at girder.sms ~~el..... T J-8eam@6.15 Serial Number: 7004012143 User: 1 7/29/20053:52:23 PM Page 1 Engine Version: 1.15.33 Entry Beam 31/2" X 7 1/4" 1.6E Solid Sawn Douglas Fir #2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0112 Roof SIope0l12 J J I> l' L ~ 9 All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 11' Primary Load Group - Snow (pst): 25.0 Live at 115 % duration, 17.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/UpliftIT otal 1 Stud wall 3.50" 1.50" 962 I 676 I 0 11638 By Others None 2 Stud wall 3.50" 1.50" 962/676/0/1638 By Others None -See T J SPECIFIER'S I BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Shear (Ibs) 1560 -1219 1848 Moment (Ft-Lbs) 2600 2600 3341 Live Load Defl (in) 0.069 0.222 Total Load Defl (in) 0.117 0.333 -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 7' ole unless detailed otherwise, Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NOS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Design assumes adequate continuous lateral support of the compression edge. Control Passed (66%) Passed (78%) Passed (U999+) Passed (U684) Location Rt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with T J product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a T J Associate. -Not all products are readily available. Check with your supplier or T J technical representative for product availability. -Solid sawn lumber analysis is in accordance with 1997 NOS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the perfonnance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Building Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: Groff Residence OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone: (360) 417-5615 Copyright @ 2004 by Trus Joist, a Weyerhaeuser Business c: \Documents and Settings\KATE WADDELL\Desktop\Drafting Solutions\Groff OS-029\Entry beam.5ms ~~~..~ TJ-8eam@6.15SeriaINumber: 7004012143 User: 1 7/29/20053:51:26 PM Page 1 Engine Version: 1.15.33 Floor girder 3 1/2" X 7 1/4" 1.6E Solid Sawn Douglas Fir #2 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -' L ~~ ~ ~ l' 6" Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 9' Primary Load Group - Residential- Living Areas (pst): 40,0 Live at 100 % duration, 10,0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail other Width Length Live/DeadJUpliftJT otal 1 Stud wall 3.50" 1.50" 1350/36010/1710 By Others None 2 Stud wall 3.50" 1.50" 1350/360/0/1710 By Others None -See T J SPECIFIER'S 1 BUILDERS GUIDE for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Shear (Ibs) 1634 -1302 1607 Moment (Ft-Lbs) 2928 2928 2905 Live Load Detl (in) 0.120 0.239 Total Load Defl (in) 0.152 0.358 -Deflection Criteria: STANDARD(U:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 7' 6" olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NOS for applicability of increase, Control Passed (81%) Passed (101%) Passed (L/716) Passed (U565) Location Rt. end Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this software will be accomplished in accordance with T J product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user, This output has not been reviewed by a T J Associate. -Not all products are readily available. Check with your supplier or T J technical representative for product availability. -Solid sawn lumber analysis is in accordance with 1997 NOS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials, -Allowable Stress Design methodology was used for Building Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: Groff Residence OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone: (360) 417-5615 Copyright @ 2004 by Trus Joist, a Weyerhaeuser Business C:\Documents and Settings\KATE WADDELL\Desktop\Drafting Solutions\Groff 05-029\floor girder.sms '''.,~. $~d~~ D!I '\oii..~ CITY OF PORT ANGELES PUBLIC WORKS . ELECTRICAL DIVISION ~21 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 05-00000940 Date 419820 3007 S LAUREL ST 06-30-15-2-2-9050-0000- RES NEW SFR 2/28/06 158360 Owner Contractor KEVIN GROFF CONSTRUCTION P. O. BOX 1665 PORT ANGELES WA 98362 (360) 452-9892 Other struct info KEVIN GROFF CONSTRUCTION PO BOX 957 PORT ANGELES (360) 460-1514 TOTAL % LOT COVERAGE NUMBER OF STORIES LOT SIZE TOTAL LOT COVERAGE NUMBER OF UNITS WA 98362 19.70 1. 00 12364.00 2431.00 1. 00 Permit . , , . . Additional desc . Permit pin number Sub Contractor Permi t Fee Issue Date Expiration Date ELECTRICAL NEW DAVE'S/ T-STAT 70250 DAVE'S HEATING 36.40 2/28/06 8/27/06 RESIDENTIAL & COOLING Plan Check Fee Valuation .00 o U1 3 -J Qty 1. 00 Unit Charge Per 36,4000 ECH EL-LVT-FIRST THERMOSTAT Extension 36.40 ~ ~ U' Special Notes and Comments 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. MAINTAIN CLEARANCES FROM SERVICE WIRES 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. 09/29/2005 11:42 AM SROBERDS - Setbacks on the site plan are reversed for residential development. 09/29/2005 03:20 PM SROBERDS -- Property lines may be switched such that the front/rear face north/south rather than the platted east/west configuration. $713 Connect Fee. 09/28/2005 02:~0 PM JHEBNER ---------------------------- Electrical load calculations and electrical permits are required, 09/28/2005 02:11 Final Grade at the accordingly. Other Expense, 09/28/2005 02~11 PM JHEBNER ---------------------------- Any modifications to the City's electrical facilities will be at the customer's expense, Sanitary sewer connection inspection is required by r ~ ~. ~ r PM JHEBNER ---------------------------- Transformer is manditory. Landscape options are available at Customers ~ COMMENTS/ACTION NEEDED ELECTRICAL PERMIT INSPECTION 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 ACCEPTED COMMENTS YES I NO IlITI...... 11 II l(yH-lN I CUYhK :ShK Y lCh FINAL I I GENERAL COMMENTS: PW-1 102.U (4'96) .o.,~. afid~~ fl! """r~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ]21 EAST 5TH STREET. PORT ANGELES. WA 911362 Application Number . . . . , 05-00000940 Application pin number - . . , 419820 Page Date 2 2/28/06 Special Notes and Comments Public Works prior to back fill of ditch. 24 hour advance notice is required. Construct driveway and Sidewalks 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 prouring concrete. Other Fees RES UNDERGRND SERVICE FEE SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE 713.00 745.00 4.50 1025.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 36.40 36,40 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 2487.50 2487.50 .00 .00 Grand Total 2523.90 2523.90 .00 .00 COMMENTS/ACTION NEEDED ELECfRICAL PERMIT INSPECfION RECORD -CALL 417-4735 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 ACCEPTED COMMENTS YES I NO lIlT' 'J-t ~UU(jH-IN I CUYER ~.3-f)(. ~ ~bK V lCb ... IS'-S- oh .hF) I GENERAL COMMENTS: PW-II02.J' (4196) fi "I4lr..~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION 121 EAST 5TH STREET. PORT ANGELES. WA 98162 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 05-00000940 Date 419820 3007 S LAUREL ST 06-30-15-2-2-9050-0000- RES NEW SFR 1/26/06 158360 Owner Contractor KEVIN GROFF CONSTRUCTION p, O. BOX 1665 PORT ANGELES WA 98362 (360) 452-9892 Other struct info KEVIN GROFF CONSTRUCTION PO BOX 957 PORT ANGELES (360) 460-1514 TOTAL % LOT COVERAGE NUMBER OF STORIES LOT SIZE TOTAL LOT COVERAGE NUMBER OF UNITS WA 98362 19,70 1. 00 12364.00 2431.00 1. 00 Permit . . . . . Additional desc . Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL QUALITY/ 2407 SFR 69492 QUALITY ELECTRIC 143.20 1/26/06 7/25/06 Plan Check Fee Valuation .00 o uJ o o -J Qty 1. 00 3.00 Unit Charge Per 73,0000 ECH 23.4000 5C EL-R-SQFT FIRST 1300 EL-R-SQFT ADDITIONAL 500 Extension 73.00 70.20 o '1\(1 r Special Notes and Comments 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. MAINTAIN CLEARANCES FROM SERVICE WIRES 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, 09/29/2005 11:4.2 AM SROBERDS - Setbacks on the site plan are reversed for residential development, 09/29/2005 03:20 PM SROBERDS -- Property lines may be switched such that the front/rear face north/south rather than the platted east/west configuration. $713 Connect Fee. 09/28/2005 02:10 PM JHEBNER ---------------------------- Electrical load calculations and electrical permits are required. 09/28/2005 02:11 Final Grade at the accordingly, Other Expense. 09/28/2005 02:11 PM JHEBNER ---------------------------- Any modifications to the City's electrical facilities will be at the customer's expense. r :D' ~ ~ r PM JHEBNER ---------------------------- Transformer is manditory. Landscape options are available at Customers ~ COMMENTS/ACTION NEEDED 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 ACCEPTED COMMENTS YES NO IlIT( 'H lUll J~H_IN I CUV,hK ,..... K v.. 'I-<' I GENERAL COMMENTS: PW-lI02.1S (4'96J $~ "I.oir",,," CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ~21 EAST 5TH STREET. PORT ANGELES. WA 98J62 . I ---------------------------------------------------------------------------- Application Number . . , . . 05-00000940 Application pin number - 419820 Page Date 2 1/26/06 special Notes and Comments Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Construct driveway and Sidewalks 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 prouring concrete. - ---- -- - - --- -~ - ----- - --- - -- - ----- - -- - -------------- - --- --- --- --- - ----- - - -- -- Other Fees SEWER SYSTEM DELV CHARGE STATE SUltCHARGE PW WATER SYSTEM USE FEE 745.00 4.50 1025.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 143.20 143.20 .00 ,00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1774.50 1774,50 .00 .00 Grand Total 1917,70 1917.70 .00 .00 COMMENTS/ACTION NEEDED ELECTRICAL PERMIT INSPECTION RECORD , CALL 417-4735 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 ~"5''' # ~ GENERAL COMMENTS: PW-II02.1S (4196] $~ "'r~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ~21 EAST 5TH STREET. PORT ANGELES. WA 98:\62 Application Number Application pin number property Address . . . . ASSESSOR PARCEL NUMBER: Application type description Subdivision Name property Use property Zoning , . . Application valuation 05-00001013 Date 10/20/05 314176 3007 S LAUREL ST 06_30_15-2-2-9050-0000- ELECTRICAL ONLY o Contractor Owner ------------------------ - - - - - - - - - - - - - - - - - - - - - - -- QUALITY ELECTRIC 257 CAYS RD SEQUIM (360) 460-3811 WA 98382 KEVIN GROFF CONSTRUCTION P. 0, BOX 1665 PORT ANGELES WA 98362 (360) 452-9892 ---------------------------------------------------------------------------- Permit . , , . . Additional desc . Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL TEMPORARY SERVICE QUALITY/ 60 A TEMP. 62471 QUALITY ELECTRIC 42.20 plan Check Fee 10/20/05 Valuation 4/18/06 .00 o (Jj \J --\0 ~-J ~ 1 -0, ~ ~ r ~ c ---------------------------------------------------------------------------- Qty 1. 00 unit Charge Per 42.2000 ECH EL-TEMP SRV - 0-60 SRV FDR Extension 42.20 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42.20 42.20 ,00 .00 plan Check Total .00 .00 ,00 .00 Grand Total 42.20 42.20 .00 .00 ~l COMMENTS! ACTION NEEDED ELECTRICAL PERMIT INSPECTION 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 DATI!: ACCEPTED COMMENTS YES I NO un \,;1"1 lUll I(TH-lN I ('( IVI-<.K --~ _&~ ~.hRVICb 'T'1Z-~"" P :s ve- 1/0 - n-o~ I A-ri,")' GENERAL COMMENTS: PW-II02..' [4'96) ~ CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . . REQUEST: Date ~- ~'p(p Time Received by Jr (phone. person) Location of Work to be inspected .300 -, 5 L-Ohlt. ~ Name of person requesting inspection W. 6" '1;6 Address of person requesting inspection Phone No. Type of Inspection (circle appropriate one): Permit No. QS~ ~oundation Framing Chimney Plumbing Final Sewer Excav. Other INSPECTION NOTES: Inspected: Date Z-z 7-D~ Time Remarks: Stl N\. Sewev InSTA-u.oEh IfnI"> 51 / 'SO' .:s: By ?J n-H. - RESTORATION REQUIRED. . . . .. YES ~ NO A?p~T R&s,. PA.lh FD~ A:S p~\ t>p ~ ~'W\'T - -=R~T. 'B~ c'IT~ Cu.V'-J:!> E, '1::>rlve;~ TO BE ~Ep~c..e:D ~"\ eOv'.T~A-c-ro~ 5X8 fT5pl-1 ~-r {2es--k~L-I-/~~ SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved OGravel ~alt OPCC o Other Work Order # foril" COMPLETE S4/ot=/] INCOMPLETE 7K Lf ASfdr /r; [!ree/- ~-z-aFF (C,ontinue on reverse side if necessary) STREET SUPERINTENDENT o Repaired by City o Repaired by Permittee o No Damage Found di<jod (DATE) Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property zoning . . . Application valuation 0"10 ",:''/ ,i,;;:<'<..., <>r'tL~ " '!! -- ""<~ Owner CITY OF PORT ANGELES PUBLIC WORKS - UTILITIES DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 06 ---1'4D 05~00000940 Date 419820 3007 S LAUREL ST 06-30-15-2-2-9050-0000- RES NEW SFR 10/10/05 ~075~YI: t, G ru-;j Crw:t 158360 Contractor KEVIN GROFF CONSTRUCTION P. O. BOX 1665 PORT ANGELES WA 98362 (360) 452-9892 Other struct info Permit . . . . . Additional desc . Permit pin number Pe-rmi t Fee Issue Date Expiration Date KEVIN GROFF CONSTRUCTION PO BOX 957 PORT ANGELES (360) 460-1514 TOTAL t LOT COVERAGE NUMBER OF STORIES LOT SIZE TOTAL LOT COVERAGE NUMBER OF UNITS WA 98362 19.70 1..00 12364.00 2431.00 1. 00 DRIVEWAY INSTALLATION 61796 170.00 10/10/05 4/08/06 Plan Check Fee Valuation .00 o Qty Unit Charge Per C"''''''=: ......... BASE FEE 170.00 ~ -~~----------~-~~------------------------------------------------- - --- Permit PUBLIC WORKS RES WATER SERV Additional desc permi t pin number 61788 Permit Fee 715.00 Plan Check Fee .00 Issue Date 10/10/05 Valuation 158360 Expiration Date 4/08/06 RIGHT OF WAY \~\\ Qty Unit Charge Per CT'<>;nn 1.00 715.0000 EA PW W/M 1" SERV 5/8" METER 715.00~ ----------~~----------------------------~---~~--------~------------ ------ Permit Additional desc . Permit pin number Permit Fee Issue Date Expiration Date 61770 50.00 10/10/05 4/08/06 Plan Check Fee Valuation .00 158360 Qty Unit charge Per Extension ________=~~~_______=~~~~~~_~=~___~=:~=_~~_~~=_~~~==______________~50.00'~ Permit . . _ . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date SANITARY SEWER HOOK UP 61762 110.00 10/10/05 4/08/06 Plan Check Fee Valuation .00 158360 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\11 02.15R [11051 t~'~2?~ ~ ..S :!-, -- ""<~ CITY OF PORT ANGELES PUBLIC WORKS - UTILITIES DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Application pin number 05-00000940 419820 Page 2 Date 10/10/05 Qty Unit Charge Per Extension 1.00 110.0000 EA SAN SEWER HOOKUP .,........-,.HI.OO-~ -----------------------------------------------------------------~----- - Special Notes and Comments 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. MAINTAIN CLEARANCES FROM SERVICE WIRES 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. 09/29/2005 11:42 AM SROBERDS - Setbacks on the site plan are reversed for residential development. 09/29/2005 03:20 PM SROBERDS -- Property lines may be switched such that the front/rear face north/south rather than the platted east/west configuration. $713 Connect Fee. 09/28/2005 02:10 PM JHEBNER ---------------------------- Electrical load calculations and electrical permits are required. 09/28/2005 02:11 Final Grade at the accordingly. Other Expense. 09/28/2005 02:11 PM JHEBNER ---------------------------- Any modifications to the City's electrical facilities will be at the customer's expense. sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Construct driveway and Sidewalks 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 prouring concrete. PM JHEBNER Transformer options are is manditory. Landscape available at Customers -----~~~~~-;~~~--~-~-~-~-~-~-~-~-~--;;~;~-;~~;;~-~;~;-;~~;----~~~~~~- STATE SURCHARGE ~o PW WATER SYSTEM USE FEE 1025.00 ------------------------------------------------------------- ------ ----- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1045.00 1045.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 2819.50 2819.50 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvemenls. 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 wilhin 180 days from the last inspection. I hereby certify Ihat 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 10 give authorily 10 violate or cancel Ihe provisions of any slate or local law regulating construction or the performance of construction. Signature of Contractor or Aulhorized Agent Date Signature of Owner (if owner is builder) Date T:\Policies\ll02.15R [1/05] CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . . REQUEST: Date .,.- "4eotp Time Received by }F (phone, person) Location of Work to be inspected Name of person requesting inspection Address of person requesting inspection Type of Inspection (circle appropriate one): ~oundation Framing Chimney 300, S L-t:UtJl~ I Lv. 6" 'to Phone No. Permit No. Plumbing Final Sewer Excav. Other 0:; -q<lJ:2 INSPECTION NOTES: Inspected: Date Z-Z7'-D~ Time Remarks: SI1 At\. Sewev- Ins.T/kl..Gh If n 1'\ 51 I~O' By S '8 rn-+ - RESTORATION REQUiRED...... YES L---' NO A?p~T Res,. PA-tb FD~ 1'+.5 p~\ c>p ~ f'Mm\T - -=ResT. B'( ~/T~ Cu.v<..a E, L::>rlve;~ (0 BE ~Ept....Ac..e:D 7>,"\ C.~\~A.cro~ - 5Xg '/f5PH (X,., f2~(,L-t/~~ SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved OGravel ~halt OPCC o Other o Repaired by City o Repaired by Permittee o No Damage Found Work Order # o COMPLETE o INCOMPLETE /r;.flreel ~--Z--~+F Ir"........;............... ......u........"" ...i.-l.,. i.J .....................,...u\ ............___...... ...................................... '''A''r~\ 300'( c" LClA<e.l l /lSfhaH Ro.s.f.crat 1'\ 5X8 q. l.l -~~\'V;;:f '~ \' ...S} ;:C..o6' t ~?, J. - ',o-z"' S~. ~'~---::2" ,.jJ ,'J ,," ~' ~3'-t ~ " ~ ';, , , .. v fl:oJ '/.. . ~'" ,'" ':r c{..(~'s s;o;'<c.o",c.. ~ 0.._ 1-..a u re I -\ ~ ~::t b--- . '0. '1" '" ~ ~, '" -"'(I''''' ill :0(, ~\ ~..!> ;;J. -;J7-o~ <1117 " ..~ 0' v o 6tZZJfiF ~7S'l(~ _-:b. oC:;_C?4/) i '" "<: ~ 'C ~ ~ \l ~ ~ ~ '" ~ '" >-, <::'., , )/ '" , ".r '^ , , [~~- . - , ~ - 'i' ..'.... 14 : 50 10 '. .:'~t".~~~.;~ ~~:;~~~ .{-. < ~"C!""". ~"-l;_"....",, . .,. ':..,.~""'t~":,, ::'&""'~\,....;. '1'. ....:..;.o'::~\;,.'i.: ~;:3".f'-'4"'~-"'.~. ~":~''''~'J<~'''~- .:. ..~ ;;'!.::::.,~ t:'f.f~/4~J,""'~';"'~\r ::..~m\ ~ ",~:':.~.':\.."r.::u;"'''1.7'-'-7"A~~-f) \ .....:.......~~~. ""~~~~)'" .,1"\ ~Jo~;:~~.;~;:=::;~~:.~. '\~ [~'?{<~:3'"'t~r~~..; .:~{...~. ~.. '~...--./-$"!~._7.--;,".J,~J~~';.\..i'-..""~ ~i!Z t"'=' "..,.~,,""''''''''' ,.t<~......~' ~;:..;t:.f,. ""#.':~. ~~'-. ~....,';.o, '_'?:..-'oJ. ~~:"'(;._ ~ ,,'. r~>i...~ ...P'<......~li'.,. ~/~'<"<ll."'" :\":d<~":"" '''-''8....::.' l*~&~~-o.~~"".l._~~ '~?,,:",:' h ~~...fl' :r.:""""',.... . :.. ~,:-t ~l" . '.-,." ~.rP.-o".\F:. .~. ~...~; , ~~~~€~~'~~~~~~~ .~ ~'-g't""iI'..;.~~. ....p ,.J' '~. .- '~{ ',:-' - "'I't ~ ;.>> ;:p.::;'? "'....-:..~~\'\: .j,' ,. ~'" - ~~~, .' d; -. .~'4,,. ~~~'~ ~ t' -' -j; ~,;,.: ...,' f: "," -.J" -::-,...,'..>\" <;..--, J:...l ~. ._ :?j.....!;...g:; '!W1~ ... l'f" ~"-"&<,:~.~.l't.il ,.,' ,:;,?( >'1;; 7'~~' ~ .' .. ~.\~. -"\;.e t.,L~>........ ~~ ,"' " o 2 - 2 7 - 0 6 I 4 5 6 3 4 \~. !'. CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT. . . . . . . . . . . REQUEST: Date ~-/ (~66 Time Received by RV (phone. person) Location of Work to be inspected 3667 S Lq4re.! c.,+- Name of person requesting inspection IA} 0.. Y h ,q'- Address of person requesting inspection Phone No. Type of Inspection (circle appropriate one): Permit No. C>5 - 'i ~6 Sewer Foundation Framing Chimney Plumbing Final Sewer Excav. Other j)fJ'Ve Wav ~ (.l-Lf'-b' Inspected: Date Remarks: INSPECTION NOTES: 5" -//- 6E, Time By 'R if () 1< 18 / X / / RESTORATION REQUIRED. . . . .. YES >< NO ~ SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved 0 Gravel 0 Asphalt 0 PCC o Other o Repaired by City o Repaired by Permittee o No Damage Found Work Order # o COMPLETE o INCOMPLETE I,...........i..."........... ..""................ ...i........:1 ....""'''''.......'r........\ CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . INSPECTION REPORT. . . . . . . . REQUEST: Date S -( B - D <6 Time Received by Rv (phone. person) sC07 -.$ Location of Work to be inspected Name of person requesting inspection Address of person requesting inspection Phone No. Type of Inspection (circle appropriate one): Permit No. Sewer Foundation Framing Chimney Plumbing ~ Sewer Excav. Other 4u..V'el s', S5"'-9'1D INSPECTION NOTES: Inspected: Date 5-1'0 - 06 Remarks: .sew e.". c<>.........<::t-~o'" J>';ve ""''/ S- tf- 0(, Time ByRO ;z.-2.7-()"- g+-.e.Q+ Res+e...o..\~<>vl. "6 \- ~6kA.(1le;l-ed OK RESTORATION REQUIRED . . . . .. YES "'" NO SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved 0 Gravel 0 Asphalt 0 PCC 0 Other o Repaired by City Work Order # P-z.'tt:h o Repaired by Permittee ""~a6";C~rCOMP[E~l={1II6""17 o No Damage Found 0 INCOMPLETE !:TRI'I'T.!:IIPI'RINTI'N"I'NT InA.:n:\____ I hereby apply for water to be furnished in accordance with rates and rules of the City for the following premises: kElJ,N ~~FF c;oAsT- W r '-IS:;. -987;). Name of Applicant: p. 'rIVE- b Rc FF , Address: 30Ci S. LA.~R.EL- ~. 'Sf) Renewal 0 New Service IliiBlk.E1S -;J... SLot I 5/ /1 Size of Service_I ~ /0 Meter Service Left On 0 Service Left Off Itl Signed Installed by [) . ~ ,.// 10' """'. 6.E: +11 " I c._ ~, Remarks:T"'r~WI ,T~ 05 -9'fD ..J:I oL-=>' - ( .J v-- POItEZ.7d Ob30{5:l.::1. 90~oocoO '. N o~ r-> ~ ~ VIe.WCrest E\ w .,,' r- ~ 'I ~ s ---~--' --~-~- 6.&iI/f" ~ ~ctrical Contractor U OWllcr ":::;'J CI Request Inspection a Anml:1l Permit 0 AI:'lrm a Carnival 0 CommerdnJ CJ ResidentlaJ 0 Rcsldcntllll MoJut. a SI~QS CJ 'nlumo~[llIf Q Telecom. ELECTRlCAL WORK PERMiT APPLICATioN Jvb wir.d by o I!;lcclric~i Contraclor 0 Owner In.'ltlllln.liClI\ dl:'!Il:rl1,tion EleCtrical ConUaclo( nilm~' ~9vc.. LiJ" Pun;husc:r'.s mujling uJrJrc:;:;/ II :3:3 C l'l. (V\ e r..>^ City -, Stale zlr .5~(.,!-1JJ~ Tclcpbonc Ilum~cr '-/ ,- 3S-1 ( rrcmi!ic~ owac(,"~!li fl.1l.mC (~r-o~ Cl")f'S+' Addn;:ss or In!>pce11on "=;>()t);:}_L.,(.l,,,;_r-'("'\~"+--'l CilY .~, .. .......... . f 1 licoose num'ocr (; I t"( ....1 <- ~~o ..s~ fL,). 1.,..;./-0- F:'X nUlllbcl' i/T/- /'105 { /~?l 57& 2107 " .' -~ A' ~..~ o Cnsh 0 Check # I here-by ccnify time I am tbe owner of lhe abovl: n:Hncd properlY or a licel1sed ch..'Clri<::al CllntrdCLor (ur the firm's iJulllnri:r.c:d ag-cnl) <J.nd ilffi mi.lking Uu: electrical inst<lllalion (If llllcrllli"m in i::l)mplianct= with lh~ dCL:tric:J.llaw. Chupk:r 1902H RC\V. OCrCditC",d Curd ~ ViSil Mastercard Discover Sfl:n.:lt~~ n( CJwnll!r, clcdrl.cal X L mtnttllr or .c-JcdriE:ldJ .:J.dmiah;t".lItor EXfliration DalC orclird In!ipCCliollotcc $ PI5-;;..o WALLS rn~~llalj()1\ Only CEILING In!'lllllllion 01,1,. TlfF;RMOSTAT l)ylc ^ppnlVullly SERVICE 2.-.//<',I.."Ob /h:O iil ^1'llf""'Cl11\y ., l'i_/ covc~ ~~ At,,'r,wtlllfl~ ~I<: Apflr"ndl.y . Cover / ~ c-') _ !?b.~_ "'t ^rf',,'~~d lly DITCH ob ,,~tO AI'I'n"'ull.ly n:IillER l)lltO I\llprVlrOl1 hy Electrical load Additions and or subtractions o NO LOAD CHANGES o Bllseboard KW ...a-FutnaCa ~ KW ,.....a Heal Pump d- Ton :J~ LAR o Fnn-Wall KW o Overhead Service o Temp Service ~ Undorground Sorvico Service Information Vol<D.go ~~(J / .jy 0 Pha50-El , ~- SalVic. Size: .-lo,1 ~, S:&ed9r Size: In~pccrion An;:... B\likling or Equipment In:-;pe~rcd ACliol\ T.ll<~11 C1ccuil,;{lJ Dale In:>pcclor lh.3IN~ ~CJ;, ,.:::, q-...... .:Jp. ii3~ A'?p D. A;.-/7 .. '-J . 5"-s-- 0'" r:, /'J.It-'- ,4ft" ~ . . , ... '. , #'I) , '~ 1-.1 ~'-/'}b . Jan 30 06 09:21 a DAVE'S HEATING & COOLING p,1 . , 5<,::,011\" 6> - .",.,... ~ -- ~ ""="-<~; ""~.. ELECTRICAL WORK PERMIT APPLICATION' I Electrical contractor name t:\V I -e..a:h'h Pu~hasc( '50 mailing address -rD. t,ox '/13 CiH State ZIP roV'"'k An~LLs, (.I JA "133 c:;,,;;;J.. ~(;"<tS~:~13 c; . FA~bcr Premises ownc.r'f name H . .{Ja,Yh"'" I q <:t s -h ,,-.. '} S Ad3'DOn~ton S. L a. LA re. ( Cityp l o y-,.} A h 'te... -e S PhoneC~$_~schrd6~~f~n: 'ft:>o-,? 8 Cj I Owr.er as defined by CW.!9.28.26/:(I) Owt;(;?"r will occupy lite ~fruc(url! fo,. two )'ear.s after this dee/rical permit is finalized. (2) OWnt?T U required to hire OPI electrical COntractor if above said propert}' is for sale. rem or lease. After rcading the above Statement. I h.ereby certify thal I am the owner of the above nnmed propeny or 3 licensed cleClrical contractor. I am making the ele-elrical instal- lation or alteration in compliance with the electrical laws, N.E.C., Re\\!. Chapter 19.28, WAC. Chapter 295-468, The: City of POri Angeles Municipal Code, and Ulility Specifications. Signature of owner, electrical contraclor or electrical administrator Installation description o Commercial rM'Residential Job wired by IIt'Electrjcal Contractor 0 Owner iH"New Q Alteredl Addition ~-ev-rn05-t~WI'r-G low (/0 I+~ o Cash 0 Check # I3'CreditCard ~ Card # Mastercard Discover ---------------- Date: Expiration Date of card SRSP?,ot;etjQ Service Information EJe rica! load Additions and or subtractions o NO LOAD CHANGES CJ Baseboard KW I9""Furnace 10 KW ~Heat Pump :J.'!J.. Ton _ LAR a Fan-Wall KW o Overhead Service o J~mp Service l>4 Underground Service Voltage Phasell<l'l 0 3 Service Size: _ Feeder Sjze: SAME DAY INSPECTION. CALL BEFORE 7:00 AM 360-417-4735 ROUGH-IN J 1l1~OSTAT I f SERVICE '\ '- DatI: Appro\.<;:,J by J pate Appro~'cd a~. FINAL '\ 5'-S--Ot;. ~ '- O'lle Approved By :,/ DrrOI '\ '- , D",lc ^p~o\c<1B) / FEEDER D~t~ AppmvcdBy/ Date '\f'"love:1Hy/ Inspection Dale Area, Building or Equipment Jnspected .",chon Taken Electrical Jfsp~ctor /7',... V !t. (L~ D~ /0. aec...TCl1"..) <?'. ,t;' 713 c I' /li) I ~..?t? -.06 fa{p/!/ Job wired by ELECTRICAL WORK PERMIT APPLICATION ~J Tb It-\SpuA Installation description o Commercial ~dential Electrical Contractor 0 Owner Electrical contractor name " f Ql'rA\\~ Elee, Purchaser's' mailing' addre \\ "1_1 L.<<.l'I'\ City S~TmUl~ Telephone n mber frll License number Date Expires o New 0 Altered/Addition r ,...0 Y\ State ZIP ed, l.. \ IT FAX number - lel'Ylf Premises owner's name C"S->, J; Address of insp'ecti n f:.J'(!)O OJ' CHy ~. -\: n.r f) ('l~ \e-S Phone number to schedule insp IOn: CN<'l ~~ Ln.. ~.i.'\ s+~ Owner as defined by RCWJ9.28.261:(J) Owner will occupy the structure Jor 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 named property or a licensed electrical contractor. I am making the electrical instal- lation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296-468, The City of Port Angeles Municipal Code, and Utility Specifications. o Cash o Check # Visa Mastercard Discover Card # x Expiration Date of card Elec cal Loa Addition and or subtractions o NO LOAD CHANGES o Baseboard KW o Furnace KW o Heat Pump Ton LAR o Fan-Wall KW Voltage PhaseD1D3 Service Size: Feeder Size: M " ~ i ~ SAME DAY INSPECTION, CALL BEFORE 7:00 AM 360-417-4735 / ROUGH-IN / THERMOSTAT / SERVICE "- DalC Approvcd By Dale Approved By ./ "- Dale Approved By / FINAL /1fmf ,,- DITelI / FEEDER /~.~{" ~ "- Dale Approved By ./ Dale Approved By/ Inspection Area, Building or Equipment Inspected Action Taken Electrical Dater Inspector IQ '1 ~ oIL- 4f 11~vf- ~ I /!CO h./ ,,- / '/