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Home My WebLink About728 Currier Ct - Building r;--------- -; .~~ .\1 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPME!':IT - BUILDING DIVISION , 3~1 EAST sm STREET, PORT ANGELES, W A 98362. Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name - Property Use . . . . Property zoning . . . Application valQatlon 05-00000200 Date .4/22/05 465400 728 CURRIER CT 06-30-14-6-5-0240-0000- RES NEW SFR OWner RESIDENTIAL HIGH DENSITY 118987 Contractor LESARGE, GARY/~ 803 E 2ND ST PORT ANGELES (360) 457-1829 Structure Informa~ion 000 Construction Type Occupancy Type Other structinfo . WA 983623619 EXTREME BUILDERS INC SO PERCY LN SEQUIM WA ~9382 (360) ~ 'I' !lllB J/,6tP - Jj /I ~ 000 lS52SF SFR W/ATT 484SF GARAGE TYPE V NON-RATED SINGLE FAM & CONGREGATES TOTAL t LOT COVERAGE CONSTRUCTION TYPE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT,COVERAGE NUMBER OF UNITS Br (Pt:J ...s"it, 40.00 V-N, Permit . . . . . Additional desc . Permit pin number . Permit Fee Issue Date Expiration Date . LOO 1.00 5035.00 2036.00 ' 2036.00 1.00 ~ ......::J -~ BUILDING PERMIT -RESIDENTIAL 1552SFSPR W/ATT 484SF GARAGE 47761 1123.65 4/22/05 10/19/05 plan Check Fee Valuation 449.46 118987 !1 f ~ ~ } t Qty Unit Charge Per Extension 1017.25 106.40 19~ 00 BASE FEE 5.6000 THOU BL-100,001-500K (5.60 PERK) ----~-----------~-------------------~--------------------------~------------ Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date " ELECTRICAL NEW RESIDENTIAL THERMOSTAT 47787 36.40 4/22/05 10/19/05 Plan Check Fee . Valuation . . . .00 o I <:::.J Qty 1.00 Uni t Charge Per 36.4000 Ee EL-LOW VOLTAGE Extension 36.40 hl{/ I/f/L Cd-fe( ~ () ":i -----________________________________________________w_~;.~--------------~--~ Permit . . . . ._. ,Additional desc . ~' Permit pin number permi t Pee " Issue Date " , ..' Expiration Date . ._ MECHANICAL P!mMIT 4777g' i40.70 4/22/0;' ~O/19/05 Plan Check Fee Valuation .00 o Qty Unit Charge' :e>$:t Extension 47..00 14.70 BASE FEB 1.00 14 . "100.0 EJcti ME. INSTALL 3.00- FAU Separate Permits are required for electrical work,SEPA,Shoreline,ESA, utilities, private and public improvements. This ~l11lit becomes null al:ld void If work or construction authorized is not commencec:l within 180,days,'if construction or work is suspended orabandoried for a period of 180 days after the work as commenced, or If required Inspections have not been requested within 180 days nom 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 pemlit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of s . n. . Signature of Owner (If owner is builder) Date T:\Policies\II02_15 building permit inspection record05.wpd [1/412005] Bun.DING PERMIT INSPECfION RECORD ~ I -, "';~ l " INSPECTION TYPE DATE AC~ COMMENTS " " YEST'I NO I . FOUNDATION: ',i'" ; I I FOOTINGS '"i~ t?/r,lo6 6u,.Y WALLS , " , FOUNDATION DRAINAGE 'DOWN SPOUTS : ' PIERS " ; i '" POST HOLES (poLE BLOGS.) --; I , PLUMBING , ,:'" I UNDER FLOOR' SLAB ; " ROUGH-IN ", " " WATERLINE (METER TO BLOG) GAS LINE , I ,', , , BACK FLOW I, WATER '" :, AIR SEAL " , I . \ ,. ,'WALLS ' ", .., '" CEILING ~ I J FRAMING ...... . .. , JOISTS' ~, ' i}:'i":" SHEAR WALUHOLD DOWNS " ' ,"', '. 'Cr'i' , '<, ,;0, ',., WALLS' ROOF' CEILING , ''f M~:' I" DRYWALL (INTERIOR BRACED PANEL ONLY) ': , T-BAR , , , if INSULATION ,\ . I , ,;' SLAB '~,0'; ""., I I I WALL' FLOOR/, CEILING,' ",' J t " ,,1 , " MECHANICAL HEAT PUMP, fURNACE' DUCTS , GAS LINE ' , WOOD STOVE' PELLET' CHIMNEY i' , COMMERCIAL HOOD' DUCTS " MANUFAcnJRED HOMES I I, I FOOTlNG'SLAB , '," , I,: BLOCKING &: HOLD DOWNS '. I SKIRTING ", . , : I "LANNING DEPT. SEPARATE PERMIT 11'5 SEPA: PARKINGlLIGHTING , .""", ., " ',',' ,.', ESA: I LANDSCAPING , SHO~: I , FIN.u.INSrECTiONS 1,lEQUIIlED fRlOR.TO OCCUPtoNCYIUS,E , ", I RESIDENTIAL DATE YES NO COMMERCIAL ' -[DATE ACCEPTED. ! , YES . " NO I I, ELECTRICAL - LIGHT DEPT.,- 417-4735 EL~CAL " LIGHT D PT I CONSTR.UCtION R. W.' PW/;" , , CONSTRUCTION - R. W. I ENGINEERING ..... 417-4807 PW 'ENGINEERING , , t--:'C 417-4653 FIRE DEPT. I FIRE , ' " I " , pLJ\NNiNG DEPT. ", " 417-4750 PLANNING DEPT. I BUILDING . 0 ,.,.,- 417-4815 BUILDING I FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL IN~PECTIONS. . ,. CALL 417-4807 FOR PUBLIC WORKS UTILmBS I A MINIMUM 24 HOUR, ,NOTICE. /TIS UNLAJyF., :, UL TO COJlE., 'R, IN., 'S, ULA" TE OR COJyCEAL ANY WORK BEFORE l'N$PECTED AND ACCEPTED. POST p.~ IN A CONSPICUOUS LO~TI0N. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE I T:\Policies\lt 02_1 5 blDlding pennit inspection rec:ord05. wpd [1/412005] .s ~~ " lt~i" . hI' , CITY OF PORT ANGELES 'DEPARTMENT OF coMMUNIT1~ftjBVELO:PMENT' - BUILDING DM&ION 321 EAST 5TH S1REET, PORT ANGELES, WA 98362 . Application Number Application pin number 05-00000200 465400 Page 2 Date 4/22/05 Qty '4.00 1.00 Unit Charge Per 7.2500 ECH 50.0000 ECH ME-VENT FAN ME-WOOD BURNING APPL. Extension 29.00 50.00 Permit Additional desc . Permit pin number Permit Fee Issue Date Expiration Date . . PLUMBING PERMIT 47795 132.00 4/22/05 10/19/05 Plan Check Fee Valuation .00 o Qty Unit Charge Per. 8.00 1.00 1.00 1.00 7.0000 ECH 7.0000 ECH 15.0000 ECH 7.0000 ECH BASE FEE PL- EA.FIXTURE ON ONE TRAP PL- EA. INSTALL WATER PIPE PL- EA. BLDG SEWER !?L- EA.WATER HEATER. Extension 47.00 56.00 7.00 15.00 7.00 c~--------------------------------------------------------------------~------ 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. (Ord. 14.36.050-E) When roof gutters are installed, drains will wells or.. piped to approved storm drain locati9ns. New sUbdivision outside the four minute response 'be equipped with a residential sprinkler system that is installed and maintained in accordance with Uniform Fire Code (UFC) and National. Fire Protection Association(NFPA) standards. ' Proposal will result in the construction of a new s.f. re~ in the RS-9 zone for a total lot coverage of 40t which is permitted for the site which is in' an approved PRD. No land use issues are noted. Electrical permits are required. $713 Electric Service Connection Fee Applies. Public works electrical engineering has no requirements" ,for this plan review. 'Any modifications to the electrical facilities will be at the customer's expense. Sanitary sewer>connection inspection is required by Public Works prior to back fill of ditch. Construct driveway to City Standards. No concrete with expQsed aggregate allowed in the City road right of way. ' --~-------------------------------------------------------~----------------- Other Fees . . . . . . . .. SEWER SYSTEM DELV CHARGE 745.00 STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 1025.00 - - -- - - - - - - -- - - - -- - - --- - - - - - - - - - ------.,--------" --- ---j...,..",,~-.,., ..:- -::- .,.,-., .,-:-- Fee summary . Charged Paid Creciii;"~~i~;t; r5ue}i~'!~'[~~ ----------------- ---------- ---------- ---------- ---~------ Permit Fee Total Plan Check Total Other Fee Total Grand Total 1432.75, ~49.46 1774.50 3656.71 1432.75 449.46 1774.50 3656.71 .00 .00 .00 .00 .00 .00 .00 .00 Separate Permits are ..equireclfor eiectrieal 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 ..bandoned 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 pannit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or; the perfonnance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date' T:\Policies\1102_1S building pennil inspection recordOS.wpd [1I412OOS] BUIT..DING PERMIT INSPEcrION RECORD .' . , I ....... ~. CALL 417-4815 FOR BUILDING INSPECfIONS. CALL 417-4735 FOR ELECfRICAL INSPECfIQNS. , CALL 417-4807 FORPOBLICWORKSUTILITIES .. '. ..... I 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 I YES .1 NO . . FOUNDATION: . FOOTINGS L~/g..~ JJ.J-.. . WALLS I~..~f...{) <<5 I ....'teA/' FOUNDATION DRAINAGE I DOWN SPOUTS PIERS POST HOLES (poLE BLDGS.) PLUMBING UNDER FLOOR I SLAB . ROUGH-IN -rle/o~ 11.7l- t- WATER ~ (METER TO BLDG) ~tlp~ I$u... GAS LINE . . BACK FLOW I WATER AIR SEAL WALLS l to W"O"'-':SCC"':tri CEILING " ~~1!!--:O~=a~:~ll FRAMING JOISTS I GIRDERS SHEAR W ALLIHOLD DOWNS ~~f IcE Jt{, WALLS I ROOF I CEILING . . DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR . INSULATION '. SLAB I . I ~ WALL I FLOOR I CEILING . 1 7/,,1' I~f. 1,,1 L-(,.. ,,' MECHANICAL I -r~ .Se",- f>./7..or HEAT PUMP I FURNACE I DUCTS JZ,f.- GAS LINE '1/f// oj .:IU" h~/;-/(' I a-.:7l "- WOOD STOVE I PELLET I CHIMNEY COMMERCIAL HOOD I DUCTS . . MANUFACTURED HOMES FOOTING I SLAB - BLOCKING & HOLD DOWNS , ' if; :~) 11.. SKIRTING I . PLANNING DEPT. SEPARATE PERMIT#'s SEPA: - PARKINGIL.GHTING ESA: LANDSCAPING SHORELINE: . .. .. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE .., .. .,' . RESIDENTIAL DATE YES NO COMMERCIAL 'DATE ACCEPTED '.. YEs NO . ". . ELECTRICAL - UGHT DEPT. 417-4735 ELECTRICAL UGHT DBPT CONSTRUCTION R. W.I PWI Iqj.-Io(- rF CONSTRUCTION. R. W. ENGINEERING 417-4807 PW I ENGINEERING - FIRE DEPT. FIRE 417-4653 :.... PLANNING DEPT. 417-4750. PLANNING DEPT. BUILDING 417-4815 /.)., /6' II( \t1A BUILDING T:\Policies\ll02 15 building it i lion recmd05. 114/2005 , penn nspcc wpd [ PREPARED 12/02/05, 12:36:58 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 2 12/02/05 728 CURRIER CT EXTREME BUILDERS INC LESARGE, GARY/JEANNE 06-30-14-6-5-0240-0000- 05-00000200 RES NEW SFR 01 5/13/05 5/13/05 JLL AP SUBDIV: PHONE (360) 417-0679 PHONE : (360) 457 -182 9 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BUILDING FOUNDATION FOOTING TIME: 10:30 05/12/2005 11:37 AM JLIERLY TODD 460-6884 10:30 PREPOUR CONCRETE FOOTING 05/13/2005 04:10 PM JLIERLY ---------------------------- *ERROR* OS/27/2005 01:12 PM JLIERLY TODD 460-6884 05/31/2005 04:26 PM JLIERLY ---------------------------- BUILDING DOWN SPOUT DRAINS TIME: 17:00 06/06/2005 12:02 PM DYASUMUR GARY 457-1829 06/07/2005 09:01 AM JLIERLY ---------------------------- footing drains/jll BUILDING FRAMING HOLD DOWNS 06/21/2005 08:08 AM DYASUMUR DON 460-8692 06/21/2005 03:33 PM BUILDING SHEARWALL 06/21/2005 08:09 AM DYASUMUR DON 460-8692 06/21/2005 03:33 PM BUILDING AIR SEAL 07/19/2005 03:50 PM GARY 07/20/2005 04:07 PM BUILDING INSULATION 07/25/2005 08:38 AM DYASUMU GARY 460-4118 07/25/2005 04:36 PM JLIERLY ---------------------------- PLUMBING WATER SUPPLY WATER SUPPLY 08/04/2005 04:05 PM PBARTHOL GARY 460-4118 PUBLIC WORKS FINAL 12/02/2005 08:23 AM RVESS ------------------------------ 12/02/2005 08:23 AM RVESS ------------------------------ ::::_::__~___~~~f~::::~~~~~~;;~:~_::~:::~_~~~~~~~~~~~~~~~~~~~~~~~~~~~_____ BL1 BI2 DSD BLHD 01 PL6 PW99 01 01 5/31/05 JLL 5/31/05 AP 6/06/05 JLL 6/07/05 AP 6/21/05 JLL 6/21/05 AP 6/21/05 JLL 6/21/05 AP 7/20/05 JLL 7/20/05 AP 7/25/05 JLL 7/25/05 AP 8/08/05 JLL 8/08/05 AP JLIERLY ---------------------------- JLIERLY ---------------------------- DYASUMUR 4604118 JLIERLY PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME6 MTS 01 01 01 01 01 12/01/05 12/01/05 RV AP MECHANICAL GAS LINE 07/08/2005 01:20 PM 07/08/2005 04:43 PM MECHANICAL TANK SET IN GROUND TANK SET GARY NO NUMBER TIME: 17: 00 JLIERLY ---------------------------- JLIERLY ---------------------------- 01 7/08/05 7/08/05 JLL AP ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- 01 8/17/05 8/17/05 JLL AP PREPARED 12/02/05, 12:36:58 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR: JAMES L LIERLY 3 12/02/05 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 728 CURRIER CT EXTREME BUILDERS INC LESARGE, GARY/JEANNE 06-30-14-6-5-0240-0000- 05-00000200 RES NEW SFR TYP/SQ REQUESTED COMPLETED DESCRIPTION RESULTS/COMMENTS INSP RESULT PAGE DATE SUBDIV: PHONE (360) 417-0679 PHONE : (360) 457-1829 **** AFTER 2:00 INSPECTION REQUEST**** 08/17/2005 03:59 PM JLIERLY ---------------------------- anode inplace/jll ME99 01 12/02/.05 JLL MECHANICAL FINAL TIME: 17: 00 ~ ---------~~~------~~~~~:::_~~~~~~==::__::~:~:~--------)--~~~-----~---- PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PLUMBING ROUGH-IN TIME: 17:00 07/08/2005 01:19 PM JLIERLY ---------------------------- 07/08/2005 04:43 PM JLIERLY ---------------------------- PL99 01 ~12/02/05 + PLUMBING FINAL TIME: 17:00 11/30/2005 04:13 PM PBARTHOL JEANNIE 808-1111 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PL2 7/08/05 7/08/05 JLL AP 01 '---------- e,(~At.Vba-- r--- r-~J PREPARED 12/05/05, 16:38:14 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 1 12/05/05 728 CURRIER CT EXTREME BUILDERS INC LESARGE, GARY/JEANNE 06-30-14-6-5-0240-0000- 05-00000200 RES NEW SFR 01 5/13/05 5/13/05 JLL AP SUBDIV: PHONE (360) 417-0679 PHONE : (360) 457-1829 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BUILDING FOUNDATION FOOTING TIME: 10:30 05/12/2005 11:37 AM JLIERLY TODD 460-6884 10:30 PREPOUR CONCRETE FOOTING 05/13/2005 04:10 PM JLIERLY ---------------------------- *ERROR* OS/27/2005 01:12 PM JLIERLY TODD 460-6884 05/31/2005 04:26 PM JLIERLY ---------------------------- BUILDING DOWN SPOUT DRAINS TIME: 17:00 06/06/2005 12:02 PM DYASUMUR GARY 457-1829 06/07/2005 09:01 AM JLIERLY ---------------------------- footing drains/jll BUILDING FRAMING HOLD DOWNS 06/21/2005 08:08 AM DYASUMUR DON 460-8692 06/21/2005 03:33 PM BUILDING SHEARWALL 06/21/2005 08:09 AM DYASUMUR DON 460-8692 06/21/2005 03:33 PM BUILDING AIR SEAL 07/19/2005 03:50 PM GARY 07/20/2005 04:07 PM BUILDING INSULATION 07/25/2005 08:38 AM DYASUMU GARY 460-4118 07/25/2005 04:36 PM JLIERLY ---------------------------- PLUMBING WATER SUPPLY WATER SUPPLY 08/04/2005 04:05 PM PBARTHOL GARY 460-4118 PUBLIC WORKS FINAL 12/02/2005 08:23 AM 12/02/2005 08:23 AM BUILDING FINAL TIME: 11/30/2005 03:49 PM JEANNIE 808-1111 12/02/2005 04:53 PM PBARTHOL --------------------------- need auto fan timer :~~~_::__~_~____~:~::~~:::::::~3~DP:OT::I~:~~-~~~~~~~~~~~~~~~~~~~~~~~~~~~~_____ BL1 BI2 DSD BLHD 01 BL9 BAIR 01 BLI PL6 PW99 01 BL99 01 01 5/31/05 JLL 5/31/05 AP 6/06/05 JLL 6/07/05 AP 6/21/05 JLL 6/21/05 AP 6/21/05 JLL 6/21/05 AP 7/20/05 JLL 7/20/05 AP 7/25/05 JLL 7/25/05 AP 8/08/05 JLL 8/08/05 AP . 12/01/05 RV 12/01/05 AP 12/02/05 JLL 12/02/05 DA 01 01 01 01 JLIERLY ---------------------------- JLIERLY ---------------------------- DYASUMUR 4604118 JLIERLY RVESS ------------------------------ RVESS ------------------------------ 17:00 PBARTHOL --------------------------- PREPARED 12/05/05, 13:36:04 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 3 12/05/05 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 728 CURRIER ~T EXTREME BUILDERS INC LESARGE, GARY/JEANNE 06-30-14-6-5-0240-0000- 05-00000200 RES NEW SFR SUBDIV: PHONE (360) 417-0679 PHONE : (360) 457-1829 PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME6 01 7/08/05 7/08/05 JLL AP TIME: 17:00 JLIERLY ---------------------------- JLIERLY ---------------------------- MECHANICAL GAS LINE 07/08/2005 01:20 PM 07/08/2005 04:43 PM MECHANICAL TANK SET IN GROUND TANK SET GARY NO NUMBER **** AFTER 2:00 INSPECTION REQUEST**** 08/17/2005 03:59 PM JLIERLY ---------------------------- anode inplace/jll MECHANICAL FINAL TIME: 17:00 11/30/2005 03:50 PM PBARTHOL JEANNIE 808-1111 12/02/2005 04:54 PM PBARTHOL --------------------------- needs auto timer ME99 02 ~2f051.05 L MECHANICAL FINAL TIME: 17:00 12/05/2005 08:20 AM PBARTHOL --------------------------- ------------------------- ------------ COMMENTS AND NOTES -------------------------------------- 01 8/17/05 8/17/05 JLL AP MTS ME99 01 12/02/05 12/02/05 JLL DA ~ ~ 1) h LJ-,/;-' I ~~ PREPARED 8/17/05, 13:33:43 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 4 8/17/05 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 728 CURRIER CT EXTREME BUILDERS INC LESARGE, GARY/JEANNE 06-30-14-6-5-0240-0000- 05-00000200 RES NEW SFR SUEDIV: PHONE (360) 417-0679 PHONE : (360) 457-1829 PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME6 01 7/08/05 JLL MECHANICAL GAS LINE TIME: 17:00 7/08/05 AP 07/08/2005 01:20 PM JLIERLY ---------------------------- 07/08/2005 04:43 PM JLIERLY ---------------------------- MTS 01 ~ if- MECHANICAL TANK SET IN GROUND TANK SET GARY NO NUMBER **** AFTER 2:00 INSPECTION REQUEST**** -------------------------------------- COMMENTS AND NOTES -------------------------------------- ~~06 I U P f61--G(:1 ok- 3tt: PREPARED 8/08/05, 14:03:49 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 5 8/08/05 728 CURRIER CT EXTREME BUILDERS INC LESARGE, GARY/JEANNE 06-30-14-6-5-0240-0000- 05-00000200 RES NEW SFR 5/13/05 5/13/05 JLL AP SUBDIV: PHONE (360) 417-0679 PHONE : (360) 457-1829 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 BI2 01 DSD 01 BLHD 01 BL9 01 BAIR 01 BLI PL6 01 5/31/05 JLL 5/31/05 AP 6/06/05 JLL 6/07/05 AP 6/21/05 JLL 6/21/05 AP 6/21/05 JLL 6/21/05 AP 7/20/05 JLL 7/20/05 AP 7/25/05 JLL 7/25/05 AP BUILDING FOUNDATION FOOTING TIME: 10:30 05/12/2005 11:37 AM JLIERLY TODD 460-6884 10:30 PREPOUR CONCRETE FOOTING 05/13/2005 04:10 PM JLIERLY ---------------------------- BUILDING FOUNDATION WALL OS/27/2005 01:12 PM JLIERLY TODD 460-6884 05/31/2005 04:26 PM JLIERLY ---------------------------- BUILDING DOWN SPOUT DRAINS TIME: 17:00 06/06/2005 12:02 PM "DYASUMUR GARY 457-1829 06/07/2005 09:01 AM JLIERLY ---------------------------- footing drains/jll BUILDING FRAMING HOLD DOWNS 06/21/2005 08:08 AM DYASUMUR DON 460-8692 06/21/2005 03:33 PM BUILDING SHEARWALL 06/21/2005 08:09 AM DYASUMUR DON 460-8692 06/21/2005 03:33 PM BUILDING AIR SEAL 07/19/2005 03:50 PM GARY 07/20/2005 04:07 PM BUILDING INSULATION 07/25/2005 08:38 AM DYASUMU GARY 460-4118 07/25/2005 04:36 PM JLIERLY ---------------------------- PLUMBING WATER SUPPLY WATER SUPPLY 08/04/2005 04:05 PM PBARTHOL GARY 460-4118 JLIERLY ---------------------------- JLIERLY ---------------------------- DYASUMUR 4604118 JLIERLY -------------------------------------- COMMENTS AND NOTES -------------------------------------- 01 _~ + PREPARED 7/25/05, 13:24:04 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 4 7/25/05 728 CURRIER CT EXTREME BUILDERS INC LESARGE, GARY/JEANNE 06-30-14-6-5-0240-0000- 05-00000200 RES NEW SFR 01 5/13/05 5/13/05 JLL AP SUBDIV: PHONE (360) 417-0679 PHONE: (360) 457-1829 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 BI2 DSD BLHD 01 BL9 BAIR 01 BLI 01 5/31/05 JLL 5/31/05 AP 6/06/05 JLL 6/07/05 AP 6/21/05 JLL 6/21/05 AP 6/21/05 JLL 6/21/05 AP 7/20/05 JLL 7/20/05 AP 01 01 01 ~~ BUILDING FOUNDATION FOOTING TIME: 10:30 05/12/2005 11:37 AM JLIERLY TODD 460-6884 10:30 PREPOUR CONCRETE FOOTING 05/13/2005 04:10 PM JLIERLY ---------------------------- BUILDING FOUNDATION WALL OS/27/2005 01:12 PM JLIERLY TODD 460-6884 05/31/2005 04:26 PM JLIERLY ---------------------------- BUILDING DOWN SPOUT DRAINS TIME: 17:00 06/06/2005 12:02 PM DYASUMUR GARY 457-1829 06/07/2005 09:01 AM JLIERLY ---------------------------- footing drains/jll BUILDING FRAMING HOLD DOWNS 06/21/2005 08:08 AM DYASUMUR DON 460-8692 06/21/2005 03:33 PM BUILDING SHEARWALL 06/21/2005 08:09 AM DYASUMUR DON 460-8692 06/21/2005 03:33 PM BUILDING AIR SEAL 07/19/2005 03:50 PM GARY 07/20/2005 04:07 PM BUILDING INSULATION 07/25/2005 08:38 AM DYASUMU GARY 460-4118 JLIERLY ---------------------------- JLIERLY ---------------------------- DYASUMUR 4604118 JLIERLY COMMENTS AND NOTES -------------------------------------- ~.vk ~ Y4c/4. fll9-b 1t i 00l--t-bYL aP ~e 1>- bo~ {Yl~iL-Y cuo.-tk- LJtl~ to ~ H,n;. ~:J6 ~h,'uo ~a...k- ~ PREPARED 7/20/05, 12:59:04 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 3 7/20/05 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 72 8 CURRIER CT EXTREME BUILDERS INC LESARGE, GARY/JEANNE 06-30-14-6-5-0240-0000- 05-00000200 RES NEW SFR SUBDIV: PHONE (360) 417-0679 PHONE : (360) 457-1829 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS 5/13/05 JLL 5/13/05 AP BL1 01 BUILDING FOUNDATION FOOTING TIME: 10:30 05/12/2005 11:37 AM JLIERLY TODD 460-6884 10:30 PREPOUR CONCRETE FOOTING 05/13/2005 04:10 PM JLIERLY ---------------------------- BUILDING FOUNDATION WALL OS/27/2005 01:12 PM JLIERLY TODD 460-6884 05/31/2005 04:26 PM JLIERLY ---------------------------- BUILDING DOWN SPOUT DRAINS TIME: 17:00 06/06/2005 12:02 PM DYASUMUR GARY 457-1829 06/07/2005 09:01 AM JLIERLY ---------------------------- footing drains/j11 BUILDING FRAMING HOLD DOWNS 06/21/2005 08:08 AM DYASUMUR DON 460-8692 06/21/2005 03:33 PM JLIERLY ---------------------------- BUILDING SHEAR WALL 06/21/2005 08:09 AM DYASUMUR DON 460-8692 06/21/2005 03:33 PM JLIERLY ---------------------------- BUILDING AIR SEAL 07/19/2005 03:50 PM DYASUMUR GARY 4604118 5/31/05 JLL 5/31/05 AP 6/06/05 JLL 6/07/05 AP 6/21/05 JLL 6/21/05 AP 6/21/05 JLL 6/21/05 AP BI2 01 DSD 01 BLHD 01 BL9 01 ~~ BAIR 01 -------------------------------------- COMMENTS AND NOTES -------------------------------------_ PREPARED 7/08/05, 13:33:30 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 8 7/08/05 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 728 CURRIER CT EXTREME BUILDERS INC LESARGE, GARY/JEANNE 06-30-14-6-5-0240-0000- 05-00000200 RES NEW SFR SUBDIV: PHONE (360) 417-0679 PHONE : (360) 457-1829 PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ~;~--~~--~;~~~~-~~;~~~~~~-~~~-~~;;---;~~;~-~;~~~------------------------------- ~ ~ 07/08/2005 01:20 PM JLIERLY ---------------------------- ----------------------------------- CONTINUED ONTO NEXT PAGE -----------------.------------------ PREPARED 7/08/05, 13:33:30 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 9 7/08/05 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 728 CURRIER CT EXTREME BUILDERS INC LESARGE, GARY/JEANNE 06-30-14-6-5-0240-0000- 05-00000200 RES NEW SFR SUBDIV: PHONE (360) 417-0679 PHONE : (360) 457-1829 PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL2 01 ~/05 ~L PLUMBING ROUGH-IN TIME: 17:00 07/08/2005 01:19 PM JLIERLY ---------------------------- ---------- - ----------- ------------- COMMENTS AND NOTES -------------------------------------- "..,' PREPARED 6/21/05, 13:56:59 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 2 6/21/05 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 728 CURRIER CT EXTREME BUILDERS INC LESARGE, GARY/JEANNE 06-30-14-6-5-0240-0000- 05-00000200 RES NEW SFR SOODIV: PHONE (360) 417-0679 PHONE : (360) 457-1829 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 5/13/05 JLL BUILDING FOUNDATION FOOTING TIME: 10:30 5/13/05 AP 05/12/2005 11:37 AM JLIERLY TODD 460-6884 10:30 PREPOUR CONCRETE FOOTING 05/13/2005 04:10 PM JLIERLY ---------------------------- BI2 01 5/31/05 JLL BUILDING FOUNDATION WALL 5/31/05 AP OS/27/2005 01:12 PM JLIERLY TODD 460-6884 05/31/2005 04:26 PM JLIERLY - - - - - - - - - - - - - - - - - - - - - - - - - - -- DSD 01 6/06/05 JLL BUILDING DOWN SPOUT DRAINS TIME: 17:00 6/07/05 AP 06/06/2005 12:02 PM DYASUMUR GARY 457-1829 06/07/2005 09:01 AM JLIERLY ---------------------------- footing drains/j11 BLHD 01 ~ JLL BUILDING FRAMING HOLD DOWNS \\-~ 06/21/2005 08:08 AM DYASUMUR DON 460-8692 BL9 01 6/21/05 JLL BUILDING SHEAR WALL \91 1 t' 0\ B~ 06/21/2005 08:09 AM DYASUMUR \ \. \t DON 460-8692 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 5/31/05, 13:43:13 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 6 5/31/05 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 728 CURRIER CT EXTREME BUILDERS INC LESARGE, GARY/JEANNE 06-30-14-6-5-0240-0000- 05-00000200 RES NEW SFR SUBDIV: PHONE (360) 417-0679 PHONE : (360) 457-1829 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 5/13/05 5/13/05 JLL AP 01 BUILDING FOUNDATION FOOTING TIME: 10:30 05/12/2005 11:37 AM JLIERLY TODD 460-6884 10:30 PREPOUR CONCRETE FOOTING 05/13/2005 04:10 PM JLIERLY ---------------------------- ."__"__~___::1r:;~::~ ~::~:"."'---------------------------------- I J ./ PREPARED 6/06/05, 13:00:47 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 17 6/06/05 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 728 CURRIER CT EXTREME BUILDERS INC LESARGE, GARY/JEANNE 06-30-14-6-5-0240-0000- 05-00000200 RES NEW SFR SUBDIV: PHONE (360) 417-0679 PHONE : (360) 457-1829 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 5/13/05 JLL BUILDING FOUNDATION FOOTING TIME: 10:30 5/13/05 AP 05/12/2005 11:37 AM JLIERLY TODD 460-6884 10:30 PREPOUR CONCRETE FOOTING 05/13/2005 04:10 PM JLIERLY ---------------------------- BI2 01 5;31/05 JLL BUILDING FOUNDATION WALL 5/31/05 AP OS/27/2005 01:12 PM JLIERLY TODD 460-6884 05/31/2005 04:26 PM JLIERLY ---------------------------- DSD 01 ~ JLL BUILDING DOWN SPOUT DRAINS TIME: 17:00 ~ 06/06/2005 12:02 PM DYASUMUR GARY 457-1829 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 5/13/05, 13:16:03 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR: JAMES L LIERLY ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 728 CURRIER CT EXTREME BUILDERS INC LESARGE, GARY/JEANNE 06-30-14-6-5-0240-0000- 05-00000200 RES NEW SFR SUBDIV: PHONE (360) 417-0679 PHONE : (360) 457-1829 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 ~~ BUILDING FOUNDATION FOOTING TIME: 10:30 05/12/2005 11:37 AM JLIERLY TODD 460-6884 10:30 PREPOUR CONCRETE FOOTING 01 PAGE DATE 3 5/13/05 -------------------------------------- COMMENTS AND NOTES -------------------------------------- "- '. ~iLDING PERMIT-:;A:PPt.JG1\17iQN. FOR OFFICIAL USE ONLY: Date Rec.:3 ..../ G-a..f) Permit #: C 5 '" '2.00 (~ Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review. If you have any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 Date Approved: Date Issued: Applicant or Agent: t:!PIDI -c ::feAlllA Jt;; 1...e.-9A-~ r-_ Phone: ~ q bt7 - L/ 51- /?,;), 9 Owner: GPfZAI;f ::Jl?ANIIJe.. LE SA-E..!je- Phone: 3GtJ-:l:T1-1/;;Zf Address: i't73 E ,:!,nlb S..J, City: ;;:/2.7' ANtJ'e/",5 Zip: '}j3?.</ hi d~~~~ Architect/Engineer; HNvel2.B~Al f.-Yo/h e -.7 Phone: ff.:2- cX6';;; Contractor Ey! l5?Wle. Bu.-f'lcJer5f,tate License #: Exp: Phone: Address: %t?.:3 E. ;;;;"/l/1/~ City: M.tl7 cfC)/t/tJde.B Zip: 9J3&..::J. PROJECT ADDRESS: f? R J) 72A &t2/Zla & ar rj. ZONING: LEGAL DESCRIPTION: Lot: /}-- :;J,~ Block: Subdivision: 1!-1r9-I-I-L/lNP Eo7 # reg CLALLAM COUNTY PARCEL NUMBER: CJ b3 0 If- ~ sa~$ Credit Card Holder Name: Billing'Address: City: Credit Card Type VISA MC # Exp. Date: TYPE OF WORK: SIZEN ALUATION: 0 .l!9 Residential ~ New Constr. 0 Re-roof 0 Stove J tsS;;<, SF. @ $ 10 (>,)> /SF. = $ If~~O 0 o Multi-family 0 Addition 0 Move 0 Garage Ljg.~ SF. @ $ '2..',39 /SF. = $ o. "7. q-t.. o Commercial 0 Remodel 0 Demolition 0 Deck SF. @$ /SF. = $ o Repair 0 Sign 0 Other TOTAL VALUATION $ Hf.6 q Q/. qz BRIEF DESCRIPTION OF THE PROJECT: /l/~fV 5:/N9/-e P/7/Y1/'t-y RG.5/ Z;;~u;:- W/r /I /Jr//lC!;JEZ/ G,4/2J7~P W/7';.I to.JPE/2G-/2auVP A..IJ~A/I/'~ .r ~7 ff/J?,.o COMMERCIAL/RESIDENTIAL: Occupancy Group: No. of Stories: --L Lot Size: 51J:35 Existing Sq. Ft. Totallot coverage 7"0 % Occupant Load: Construction Type: o & Proposed Sq. Ft. cf,03~ = TOTAL Sq. Ft. ~tJ.3C APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: ESAIW etland( s): 0 Yes 0 No SEP A 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 oftlle 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 RI 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 req~j[J , t the City's, and t at I must obtain such permits prior to work. ~/ Date: 3-/t -cJS T:\RVESS\BLDG-forms-brochures\2004-Buildingpemit.wpd Applica' Prescriptive Approach -Silllple Form For the Washington State Energy Code (2003 Edition) Climate Zone 1 Site Information Lot: Address: City: State: Zip: Contact: Phone: Phone 2: Fax: (Un lIDIte G azmg Jt tIon ny Glazing Glazing U-Factor Door9 Wall Wall Wall Slab4 Option ArealO u- .. Ceilini Vaulted Above Int4 Ext4 Floor5 On % of Floor Vertical Overhead 11 factor Ceilinl Grade Below Below Grade Grade Grade ill Unlimited Group R-3 0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-I0 R-30 R-IO Occupancy Only Table 6-1 PRESCRIPTIVE REQUIREMENTS 0,1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 r.dl. O. 01) See the code text for footnote references This project complies with the following: ../' Theproject 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 0.40 allowed without calculations, Option III only. Location of the door(s) taking this exception ,. ." '. - . - - . -.- -----'--,._----"_._._.~--_.._--_._.,--_...._-,.,--,--------"'---'--~---"--"---'."-'--"'--'-----,,-,--- Copyright 2002, WSUCEEP02-056 Copied by permission from the Washington State University Extension Energy Program Prescriptive - Simple Form - Climate Zone 1 7/26/2004 -----, r-... I 1 ,--_I / / / / >' / / / , / }> , / , ; / ; , / , , if I 1 1 I I 1 1 / I / I I 1 1 l..__ i i \ \, :---------- ........... --------- f i )" ? .--- /" --------- 70 N Feet Area Map '\ \ 1 J I I J -' f I I \ ) /,J ~ \ \ \ \ i , , , ' , ; \ \ , i .... ....'~ '.... --, I I "- '\ \ \ \ I 1 I \ "- '- -~~~~ "'~....,.... This map is not intended ro be used as a legal description. This map/drawing is produced by the City of Port Angeles for its own use and pwposes. Any other use of this map/drawing shaH not be the responsibility of the City. ~ 'ltl 7ZtO Gu..~"" 1l.I"- e..r+;- Residence Structural Design for Gary & Jeanne LeSarge 803 E. 2nd St. Port Angeles, WA 98362 D f PE 4 SEASONS ENGINEERING, INC. 619 SOUTH CHASE STREET PORT ANGELES, WA 98362 ,I 4SEASONS ENGINEERING, INC (360) 452-3023 · Fax (360) 452-3047 619 S. Chase Street. Port Ange/es, WA 98362 May 6, 2005 Jim Lierly City of Port Angeles Building Official PO Box 1150 Port Angeles, WA 98362 Subject: Scope of Engineering for: Structural Design Gary & Jeanne LeSarge 728 Currier Ct. Port Angeles, WA 98362 Enclosed is the structural design of the Residence for Gary & Jeanne LeSarge. At this time, portions of this structure that have been reviewed by the engineer include: 1. Limited Lateral Forces in relation to bracing the exterior Living/Dining room wall. 2. Foundation in this area. Please give me a call if you need any additional information. Sincerely 0~yr~K-- Donna J. Petersen P.E. Structural Design Gary & Jeanne LeSarge 728 Currier Ct. Port Angeles, WA 98362 DESIGN CRITERIA ELEVATION LESS THAN 625 FT SNOW LOAD GROUND= 25 PSF SNOW ROOF = 25(.7)(1)(1)(1) = 25 PSF NO LESS THAN 25 PSF LIVE LOAD = 40 PSF (FLOOR) DEAD LOAD = 10 PSF (FLOOR) DEAD LOAD = 15 PSF (ROOF) DEAD LOAD = 7 PSF (CEILING) WIND SPEED, VFM = 80 MPH 3 SEC GUST, V3S = 100 MPH EXPOSURE C SEISMIC ZONE O2 SOIL BEARING = 1500 PSF REFERENCES DESIGN STRESSES DOUGLAS FIR/LARCH #2- 2 & 4 X Fb = 900 PSI Fv= 95 PSI E= 1.6 (10)6 PSI DOUGLAS FIR/LARCH #1- 2 & 4 X Fb = 1200 PSI Fv= 95 PSI E= 1.8 (10)6 PSI HEM FIR #2- 2 & 4 X Fb = 850 PSI Fv= 75 PSI E= 1.3 (10)6 PSI GLU-LAM BEAMS 24F-V4 Fb= 2400 PSI (T) BOTTOM Fb= 1850 PSI (T) TOP Fv= 165 PSI E= 1.8 (10)6 PSI (1) INTERNATIONAL BUILDING CODE 2003 (2) INTERNATIONAL RESIDENTIAL CODE 2003 (3) TIMBER CONSTRUCTION MANUAL 3RD ED by AITC (4) CONNECTORS FOR WOOD CONSTRUCTION by SIMPSON STRONG-TIE (5) WESTERN WOODS USE BOOK by WESTERN WOOD PRODUCTS ASSOCIATION MAY 1996 (6) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1997 (7) ROSBORO-APA WOODCAD, VERSION 1.1 by ROSBORO GLULAM RESOURCES 2000 (8) RISA-2D RAPID INTERACTIVE STRUCTURAL ANALYSIS - 2-DIMENSIONAL VERSION 5.5 2001 -..2> General Notes 1. Ground snow load = 25 PSF, roof snow load = 25 PSF per ASCE 7 2. Maximum soil bearing capacity = 1500 PSF 3. Seismic Zone 02. 4. Wind, VFM = 80 MPH, 3 second gust, V3S = 100 MPH, Exposure "C". 5. Notations on drawing relating to framing clips, joist hangers and other connecting devices refer to catalog numbers of connectors manufactured by the Simpson Strong-Tie Company, San Leandro, CA. Equivalent devices by other manufacturers may be substituted, provided they have ICBO approval for equal load capacities. 6. Roof Trusses: Trusses shall be designed by the manufacturer and design caiculations shall be submitted for approval prior to fabrication. Each wood truss shall carry a grading stamp. Top chord members shall be sized to accommodate roof snow load and appropriate snow drifts as noted in the IBC. No field modification of trusses wllJ be allowed without the engineer's approval. Live load truss deflection shall be limited to U360. Total load deflection wllJ be limited to U240. 7. Girder trusses shall be attached to wall framing with Simpson LGT2, minimum 2000 pounds uplift, or equal. 8. Contractor shall provide temporary bracing and shoring for the structure and structural components until all final connections have been completed In accordance with the plans. 9. Contractor shall be responsible for all the required safety precautions and methods, techniques, sequences or procedures required to perform his work. 10. Contractor Initiated changes shall be submitted In writing to the structural engineer for approval prior to fabrication or construction. 11. Drawings Indicate general and typical details of construction, where conditions are not specifically indicated but are of similar character to details shown, similar details of construction shall be used. General Concrete Notes (The Following apply unless shown on the plans) 1. All materials and workmanship shall conform to the requirements of the drawings, specifications, and the 2003 International Residential Code. 2. Concrete shall attain a 28 day strength of F'e= 2500 psi, 5 1/2 sacks of cement per cubic yard of concrete. 3. Reinforcing steel shall conform to ASTM A615-76A, Grade 40, fy= 40,000 psi. 4. Reinforcing steel shall be detailed (including hooks and bends) In accordance with 30 bar diameters or 2'-0" minimum. Provide corner bars In all wall Intersections. Lap corner bars 30 bar diameters or 2'-0" minimum. 5. Lap adjacent mats of welded wire mesh one full mesh at sides and ends. 6. No bars partially embedded In hardened concrete shall be field bent unless specifically so detailed or approved by the structural engineer. 7. Concrete protection (cover) for reinforcing steel shall be as follows: Footings and other unformed surfaces: earth face 3" Formed surfaces exposed to earth, walls below ground, or weather: #6 bars or larger 2" #5 bars or smaller 1-1/2" Walls interior face 3/4" 8. Footings shall bear on solid unyielding natural earth free of organic material 4 Single story structures Two story structures Three story structures 12" below original grade 1S" below original grade 24" below original grade 9. Slabs shall be placed upon compacted granular fill, 2" minimum thickness. Wood Framing Notes (The Following apply unless shown on the plans) 1. All wood framing details not shown otherwise shall be constructed equal to or better than the minimum standards of the 2003 I.R.C. 2. Minimum nailing requirements: Unless otherwise noted, minimum nailing shall be In accordance with Table R602.3(1) of the 20031.R.C. 3. All structural framing lumber such as 2x_jolsts, and rafters to be Douglas Fir No.2, Spruce/Pine/Fir No.2, or Hem/Fir No.2 kiln dried. 4. All 2x.:... studs and blocking to be Douglas Fir construction, Spruce/Pine/Fir construction, or Hem/Fir construction grade. 5. All structural posts to be Douglas Fir No.2. 6. All structural headers to be 4x_ Douglas Fir No.2. 7. All Glu-Iam beams to consist of Douglas Fir kiln dried 24F-V4 standard grade unless noted otherwise on plans. S. All 2x framing lumber exposed to weather, and/or moisture shall be Hem-Fir No.2, pressure treated in accordance with the American Wood Preservers Association standard for above ground use. 9. All 4x and 6x structural lumber exposed to weather, and/or In ground contact shall be Hem-Fir No.2, pressure treated In accordance with the American Wood Preservers Association standard for ground contact use. 10. Framing connectors, nalls, bolts, and other fasteners In contact with pressure treated wood shall have the fOllOWing finishes: Wood Treatment Finish CCA-C and DOT Sodium Borate (SBX) Galvanized, 0.60 ozlW ACQ-C, ACQ-D, CBA-A, CA-B, Other Borate Post Hot-Dip Galvanized, ZMAX galvanized, (Non-DOT) 1.S5 ozlW' , or SST300-5talnless Steel Steel Ammoniacal Copper Zinc Arsenate (ACZE) SST300-5talnless Steel and other pressure treated woods. 11. When using Stainless Steel or hot-dlp galvanized connectors, the connectors and fasteners should be made of the same material. Stainless Steel fasteners shall not be use In applications where contact with Galvanized and Post Hot-Dip Galvanized metals will occur. 12. Individual members of built-up posts and beams shall each be attached with 16d spikes at 12" o.c. staggered. 13. All columns In framed walls to be well nailed Into adjacent framing In order to resist lateral movement. 14. Provide solid blocking for wood columns and multiple studs through floors to supports below. 15. Provide 4x10 headers, or double 2x10 headers over and double studs each side of all openings In stud bearing walls not detailed otherwise. 16. Provide 4xS headers, or double 2xS headers over and double studs each side of all openings In non-structural stud walls not detailed otherwise. 17. At joist areas: Provide solid blocking at bearing points. Provide double joists under all load bearing partitions. Provide double Joists each side of openings unless detailed otherwise. 1S. Provide double Joist headers and double joists each side of all openings In floors and roofs unless detailed 5 otherwise 19. Toenail joists to supports with 2-16d nalls, 2-10d box nails for TJI joists. Attach all beams at the roof exceeding 8'0" In length with Simpson ST 292 strap each end. 20. Attach joists to flush headers and beams with Simpson "U" series metal joist hangers to suit the joist size. 21. All wood stud walls shall have lower wood plate attached to wood framing below with 16d nails at 12" o.c. staggered, unless otherwise noted in the shearwall schedule. 22. Plywood roof and floor sheathing unless otherwise noted on plan shall be laid up with face grain perpendicular to supports and nailed with 8d nails @6" o.C. to framed panel edges and over stud walls shown on the plans @ 12" o.C. to Intermediate supports. Provide approved plywood clips @ 16" o.c. at unblocked roof sheathing edges. Provide solid blocking at lines of support at floors. Toenail blocking to supports wIth 16d @ 12" o.c., unless otherwise noted In the shearwall schedule. 23. Provide continuous solid blocking at mid-height of all stud walls over 10' In height unless wallis blocked per shear wall note. 24. Plywood wall sheathing for noted shear walls shall have solid blocking at all sheathing panel edges. See shear wall schedule for further notes. f..p SHEAR WALL SCHEDULE 1 7 . Ala"" Sheeting fastener spacing Intermediate framing Bottom plate nalllflg << Anchor Bolts M.aJClumum Notes allowble o all edges framing non backing Sheeted Sheeted Sheeted Sheeted shear (Blocked) spacing size on. sid. both .Ide. one .Ide both side. 7/16- OSS Bel 06- 00 Bel 06- 00 2x 2.0 PLF' 2,3,6 0 OR for stud framing 02.- 2-16d 0 2-16d 0 5/8- X10- 5/8- X10- <f8O PLF' Bel 0 12- 00 15 GA Of- 00 for stud framln 0 16- 12-00 8-00 0<f8- O.c. 030- O.C. 7/16- OSS Bel 0.- 00 Bel 06 00 2JC 350 PLF' 2,3,5,6 for stud framing 02.- (9 OR Bel 0 12- 00 2-16d 2-16d 0 5/8-XW 5/8- X10- 700 PLF' 15 GA 03- 00 for stud famlng 0 16- 010-00 5-00 o <fa. O.c. 020- O.C. 1/2- COX Bel 03- 00 8d 06- 00 3x .90 PLF' 2,3..,5.6 (]) plywood OR for stud framing 02.- or 2-16d 2-16d 0 5/8- XW 5/8- XW 980 PLF' Bel 0 12- 00 15 GA 02-1/2- 00 for stud framing 0 16- DBL2x o 7-00 3-1/2-00 028- O.c. o 1.- O.c. 1/2- COX 10d 03- 00 10d 06- 00 3JC 600 PLF' 2,3..,5,6 0 Plywood for stud ~mlng 02.- or 2-16d 2-16d 0 5/8- XIO- 5/8- X10. 1200 PLF' 10d 0 12 00 DBL2x 06.00 3.00 02.- O.c. o 12- O.c. for stud framing 0 16- 1/2- COX 10d 02- 00 10d 06- 00 _ 3JC 770 PLF' 2,3,5,6 0 Plywood for .tud ~mlng 02. or .J-16d 3-16d 0 5/8- XW 5/8- X10- 15<fa PLF' 10d 012 00 DBL2x 06-00 3-00 o 18- O.C. 09- O.C. for stud framing 0 16. @ 1/2- G~ 5d COOLER 0.- 00 5d cooler 0.- 00 2x 2-16d 0 5/8- X10- 300 PLF' 3,6 both side. OR OR 5dG~O.-oo 5d G~O.-oo 12-00 o <f8- O.c. 0 b~th :,;:. 6d COOlER O. 00 6d cooler O. 00 2x 2-16d 0 5/8- XW 375 PLF' 3,6 OR OR 6dG~ 0.-00 6d G~ 0.- 00 10-00 036- O.C. Notes: 1. All NAILS SHALL BE GALVANIZED BOX NAILS OR COMAlON NAILS, f~~S W,'ftiJ..MW THf{!QJ.Lg,WlNG CRITERIA: Bel common -0.131-dja X 2-!/2-mln. 5d ~~ ~o.086-dla.~ 1~; 'S_'Sm'!:..n. 10d common -.0.1<f8 dla X ~ min. 6d cooler -0.092-dla X 1-7/8- min. Bel box -0.113.dla X 2;1/2 min. 6d G~ -0.092-dla X 1-7/8- min. 10 box -0.128 dla X 3 min. 16d common -0.162-dla X 3-1/2- min. 15 GA .taple -0.072-dla X 1-1/2- min. PROII/DE APA RATro SHEATHING PLYMOOO OR OSS APA RATro SIDING 303 OF" INNER SEAL OSS RATro PANEL SIDING ON All 2. EXTERIOR WALLS AND NAIL PER NOTE: 1. 3. SPEaF'lE]) SHEATHING AND SIDING PANEL E])GES SHAll BE BACKE]) WITH 2- OR 3- FRAMING (PER THE TABLE) INCLUDING fOUNDA TlON SILL PLA TE:s. VERTICAL FRAAlING, AND BLOCKING. PANELS AlA Y BE INSTALLED EITHER HORIZONtALLY OR VERTlCALL Y (sa NOTE: . fOR EXCEPTION). NAILS SHAll BE STAGGERE]) fOR 3. FRAMING. 7/16.0SS AlA Y BE SUBSTlTUTro fOR 1/2- COX PL YMOOO If FRAMING IS SPACED AT 16- ON CENTE:R, OR PANELS ARE APPUED .. WITH LONG DIMENSION ACROSS STUDS FOR FRAMING SPACED AT 2.- (BLOCKED). WHERE PANas ARE APPUED ON BOTH fACES OF" A WAll AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER 5. SIDE, PANEL JOINTS SHAll BE OFFSET TO FALL ON DIF'FFRENT FRAMING AlEMBERS OR FRAMING SHALL BE .J-INCH NOMINAL AND NAILS ON EACH SIDE SHAll BE STAGGERED. 6. NAILS TO BE DRIVEN FLUSH WITH SHEA THING. DO NOT OYER DRIVE NAILS. 7. All SHEAR PANELS SHAll BE BLOCKED. LESARGE SHEAR WALL NOTES 4SEASONS ENGINEERING, INC. (360) 452-3023 619 S. Chase St. Port An e/es. WA 98362 DA TE: MA Y 2005 SCALE: NONE DRAWN BY: DJP CHECKED: SHEET: '1 . . 2003 IBC WIND ANALYSIS . LENGTH LEAST DIM 2003 IBC SEISMIC ANALYSIS. SIMPLIFIED BASE SHEAR BUILDING DESCRIPTION 40 S1 0.50 FIRST FLOOR = \tj Ss 1.25 SECOND FLOOR = SITE CLASS D Yz ROOF HEIGHT = 5 Fv 1.50 AVERAGE HEIGHT OF BUILDING 13 Fa 1.00 A 4 3 4 2A=1 8.0 I Sm1 0.75 WIND EXPOSURE ~ Sms 1.25 WIND SPEED iB Sd1 0.50 ROOF PITCH 121 26.57 Sds 0.83 p. = AlwP.30 SEISMIC USE GROUP 1 SEISMIC DESIGN CATEGORY D p. = AlwP.3o A= I - LC1, P.30 = LC1,P. = LC2,p.30 = LC2,P. = RESPONSE MODIFICATION FACTOR 6.1/2 w- AREA A, P.30 = 1.21 "'?'':)\/' ....... ~ 19.9 24.08 19.9 24.08 SEISMIC BASE SHEAR COEFFICIENT= 0.154 AREA B, ps30 = 1.21 1 3.2 3.87 3.2 3.87 CONNECTION OF SMALL ELEMENTS AREA C, ps30 = 1.21 1 14.4 17.42 14.4 17.42 SHEAR COEFFICIENT= 0.111 AREA D, ps30 = 1.21 1 3.3 3.99 3.3 3.99 HORIZONTAL DIAPHRAGMS AREA E, ps30 = 1.21 1 -8.8 -10.65 -3.4 -4.11 SHEAR COEFFICIENT= 0.1667 AREA F, ps30 = 1.21 1 -12 -14.52 -6.6 -7.99 BEARING AND SHEAR WALL AREA G, ps30 = 1.21 1 -6.4 -7.74 -0.9 -1.09 OUT OF PLANE WALL FORCES AREA H, ps30 = 1.21 1 -9.7 -11.74 -4.2 -5.08 SHEAR COEFFICIENT= 0.3333 E oh 1.21 1 -16.5 -19.97 -16.5 -19.97 MASONRY AND CONCRETE OUT OF PLANE Goh 1.21 1 -14 -16.94 -14 -16.94 SHEAR COEFFICIENT= 0.6667 COMPONENTS AREA .. ZONE 1, 50sqft 1.21 -18.63 -8.63 -207.2 LONGEST TRUSS @ 2 FT OC IF/".. I ZONE 2, 50 sqft 1.21 -28.19 -18.19 -291.1 EAVES ZONE 3, 50sqft 1.21 -43.56 -33.56 ROOF DEAD LOAD EAVES Z2 1.21 -40.54 -30.54 -91.61 TRUSS UPLIFT r HURRICANE CLIP H2.5A Holddowns A HTT22 to dbl stud, Pmax = 5175 Ibs SSTB24 with 20 5/8" embedment 8 Residence Lateral Design Gary & Jeanne LeSarge 728 Currier Ct. Port Angeles, WA 98362 PERFORATED SHEAR WALL DESIGN ~AL~ Upper Level I I WIND SEISMIC OVERALL MINIMUM PIER RESISTANCE DESIGN SHEAR TRlB TRlB WALL SHEAR SHEAR HEIGHT WIDTH HEIGHT WIDTH MAX OPENING % OF WALL % OF FULL ADJUSTMENT SHEAR WALL ROOF FLOOR UPLIFT " PANEL PLF PLF FT. FT. FT. FT. HEIGHT (FT.) HEIGHT HEIGHT SHTHG. FACTOR PLF TYPE FT. FT. LBS. WALL A 70.0 62.2 40 A 560.0 497.2 8:,_ 0 ........ 1.00 497.2 4 r'c>..(,) ..... !<~{I 4420.0 ;< '., ;UU"'L MAIN LATERAL FORCE RESISTING SYSTEM - WIND LOADS SEISMIC LOADS (AREA)(PRESSURE)/LENGTH = SHEAR WALL TRIB WIDTH HEIGHT PS FORCE LENGTH SHEAR TRIB WIDTH DL SHEAR SHEAR SHEAR AREA FT. FT. PSF LBS FT PLF AREA .~~F COEFF. LBS PLF WALL A A 24.08 ROOF B 3.87 FLOOR C 17.42 WALL D 3.99 2800.0 _ 70.0 ETC. 0.154 2486.2 62.2 \- ej c> V f,: R t...y~.:) -nE.~\ 6N L t:> j5.. 'D =- 2 ~DO 40 :- ,0 'PlF ..i) . , .A tl..,,- '2.. 1.. ,0 "D e L 'bT u D ~S'TlO 2..4 lJJ / ~ot1/611 E r-te, rif"\ '/2. &1 '"PLYw bO D, 10 J t.:JA I \-. ~ t2 3l' O,C- 1 ~ CS~E: ~HEA.K'-'ALL G.;,;)c:..l~ \S'Dt; I-f: -rR. 61.c:, "'o~.i""O'R~l~' W W.' L E: "if. p 4 (i? ,~' o"G I (4j oTTAL !. ! -- 1 ~---+ --t----- I : I I , I I /, .f "C; n: .,.1 JrxOX4/O JrxOX4/ JrxOX4./..O (, 'J __ . : F xm F XED. F.,>(E~ no. .",. /6X6/S I' ,;i' ~D . ~~! 101 --..~ ~uli~I't... ""(1) : riG: 5 OX4/ SLIDER MASTER BEDROOM CAkptT ":II"I-';JJ~i-, :; I c:t! I ' c \"I Ji 0, -I 5'-4" :r- CD; 8'-8~ ._.....;-_.J:..:10_. CD @) i \ , LIVING HAAOWOOO o ~ ........ I r--~h:5 . ~~i ,... '" J " I '" H6AlO ~: ~ ' i'. J" ,-~ ;;,., :"1 " 'ORA€! T12l)~~ ,0' 'PL F' '@ DINING HAROWOOO 2'-8" 15 .-.- 0 ::J III 0---- i~ 'x '0 ,'- on i [ -:: i \!}1 Ill' .0 .. I e BEDROOM CARPET , H~TC:~~'6o i-@ @\ u- r :---~/-----: l I ~ f}) ,I COVERED PORCH _-2'!" 1 , ' c-i .~~ 6'-a" j " , '-'~", , ~:'_!I 13'-." (;_.--" ...-------) --@/ ~..-~,..-' GARAGE CONCRETE ~CD ~ hi I. "'I I I o~ ~.d-~ ~~ ._C~)j:~ ~~ @ 1<....--.....- ~ld! ~~ ~_._.,. %~ r-------.------------__ I ,--_._---~, '~/n.,.., In';~ u,.. ~...._- -\.&-- 91 '''', I r , : I -1-+ LLJ' 241 CRAWLSPACE 9/ 6 MIL (BLACK) V,B, "'I rT, I Ii-->!.- L .J ' 24 -i='T-~' I --- I , ~-- I ",r 1,1 " I, 'I III I , .1 ,,' I I I' " I I" I ' I I ,: I ,I , , I I I I' I I I 1'1 I I ~---, I: I 1'1 I, , I, I I , ' , I, " I I, Ii I , I I 1'1 1'1 1'1 I, I, : I.., I' I 1'1 1'1 1'1 I, I ' I, I I I I I --~ I , I. , I: L I , .1 r " ',I 1'1 1,1 II I' I I' I 1,'1 I..L 71 r i I -I. L 141 2 JOISTS 9 1/2" BCI 450 o 16" O,C, .J 24 ~'''' ' :f'; ! Q. r , I +-t L.l.J .Q 124 I .Qo~ '!/: 91 ~'lP'. io -', '" ~T, LfJ' 24 o I I "' S.LAB ON GRADE 4 CONCRETE SLAB/ SLOPE AWAY FRO" HOUSE M ~(Q ~ Ltrt~11 I' 24 ~ ~ I ~ 2~ -j.J: . CX)~;. I ~fdl~ I 0, I ii" 'r= I I I <I ~6~1 ~ ~,r'oLEDf,ER WI,' ; I , .. ,T BEAIA , 9 ... I" -1- !~- L_.J I I 24 . I 0, ~i 1 52,1 9 1/2. BCI 450 o 16. O,C, o~ ~c; q~'. q'li I r4 4 L 1J '''~ ~.~'(' HANGERS , . , 'i lSAREA I" 7 I r I III , ". ,- "I " I' I 1'1' ," ,,' I 1,,/ STEP FNiPN - I : I DOW,N4' ' I 1:1 j , '" I -,' , , 'I ",I 1:,1 1'1 I I \,1 I' , , ',I ,,'I I I I" 1.:~A~TTt.2. 1\ ':: ,: ~'Te'2..4 v..I/'201?/p; E:M1b I I 1 : I :': 'R-€'LoC,AI''2 1'1 Vf; ~"'~ I I -...... , 1 'I I 'I I I :': -lBb~ J' I i , I , 1 , I 1'1 ':1 ,I :'1 1:1 1'1 1'1 I, I I", 1 'I 1'1 I, , 1'1 I.' 1 I I I: I 1'1 1'1 : I I' I : I 1'..1 I" ! ':: l' I I ...J ,I "!_--. 4 52,1 3 52,\ J 2 S2.1 ,I ~ 3 S2.1 ---- 1 --- .i ---------- II I r ',<. ;K"_,~'" ,~~ Residence , Structural Design for Gary & Jeanne LeSarge 803 E. 2nd St. Port Angeles, WA 98362 f) ~R:: 4 SEASONS ENGINEERING, INC. 619 SOUTH CHASE STREET PORT ANGELES, WA 98362 CONTRACTOR 4SEASONS ENGINEERING, INC (360) 452-3023 · Fax (360) 452-3047 619 S. Chase Street. Port Angeles, WA 98362 May 6, 2005 Jim Lierly City of Port Angeles Building Official PO Box 1150 Port Angeles, WA 98362 Subject: Scope of Engineering for: Structural Design Gary & Jeanne LeSarge 728 Currier Ct. Port Angeles, WA 98362 Enclosed is the structural design of the Residence for Gary & Jeanne LeSarge. At this time, portions of this structure that have been reviewed by the engineer include: 1. Limited Lateral Forces in relation to bracing the exterior Living/Dining room wall. 2. Foundation in this area. Please give me a call if you need any additional information. Sincerely 0~~~~- Donna J. Petersen P.E. Structural Design Gary & Jeanne LeSarge 728 Currier Ct. Port Angeles, WA 98362 DESIGN CRITERIA ELEVATION LESS THAN 625 FT SNOW LOAD GROUND= 25 PSF SNOW ROOF = 25(.7)(1)(1)(1) = 25 PSF NO LESS THAN 25 PSF LIVE LOAD = 40 PSF (FLOOR) DEAD LOAD = 10 PSF (FLOOR) DEAD LOAD = 15 PSF (ROOF) DEAD LOAD = 7 PSF (CEILING) WIND SPEED, V FM = 80 MPH 3 SEC GUST, V3S = 100 MPH EXPOSURE C SEISMIC ZONE O2 SOIL BEARING = 1500 PSF REFERENCES DESIGN STRESSES DOUGLAS FIR/LARCH #2- 2 & 4 X Fb = 900 PSI Fv= 95 PSI E= 1.6 (10)6 PSI DOUGLAS FIR/LARCH #1- 2 & 4 X Fb = 1200 PSI Fv= 95 PSI E= 1.8 (10)6 PSI HEM FIR #2- 2 & 4 X Fb = 850 PSI Fv= 75 PSI E= 1.3 (10)6 PSI GLU-LAM BEAMS 24F-V4 Fb= 2400 PSI (T) BOTTOM Fb= 1850 PSI (T) TOP Fv= 165 PSI E= 1.8 (10)6 PSI (1) INTERNATIONAL BUILDING CODE 2003 (2) INTERNATIONAL RESIDENTIAL CODE 2003 (3) TIMBER CONSTRUCTION MANUAL 3RD ED by AITC (4) CONNECTORS FOR WOOD CONSTRUCTION by SIMPSON STRONG-TIE (5) WESTERN WOODS USE BOOK by WESTERN WOOD PRODUCTS ASSOCIA liON MAY 1996 (6) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1997 (7) ROSBORO-APA WOODCAD, VERSION 1.1 by ROSBORO GLULAM RESOURCES 2000 (8) RISA-2D RAPID INTERACTIVE STRUCTURAL ANALYSIS - 2-DIMENSIONAL VERSION 5.5 2001 ....3 General Notes 1. Ground snow load = 25 PSF, roof snow load = 25 PSF per ASCE 7 2. Maximum soil bearing capacity = 1500 PSF 3. Seismic Zone 02. 4. Wind, VFM = 80 MPH, 3 second gust, V3S = 100 MPH, Exposure "C". 5. Notations on drawing relating to framing clips, joist hangers and other connecting devices refer to catalog numbers of connectors manufactured by the Simpson Strong-Tie Company, San Leandro, CA. Equivalent devices by other manufacturers may be substituted, provided they have ICBO approval for equal load capacities. 6. Roof Trusses: Trusses shall be designed by the manufacturer and design calculations shall be submitted for approval prior to fabrication. Each wood truss shall carry a grading stamp. Top chord members shall be sized to accommodate roof snow load and appropriate snow drifts as noted in the IBC. No field modification of trusses will be allowed without the engineer's approval. Live load truss deflection shall be limited to U360. Total load deflection will be limited to U240. 7. Girder trusses shall be attached to wall framing with Simpson LGT2, minimum 2000 pounds uplift, or equal. 8. Contractor shall provide temporary bracing and shoring for the structure and structural components until all final connections have been completed In accordance with the plans. 9. Contractor shall be responsible for all the required safety precautions and methods, techniques, sequences or procedures required to perform his work. 10. Contractor initiated changes shall be submitted In writing to the structural engineer for approval prior to fabrication or construction. 11. Drawings indicate general and typical details of construction, where conditions are not specifically indicated but are of similar character to details shown, similar details of construction shall be used. General Concrete Notes (The Following apply unless shown on the plans) 1. All materials and workmanship shall conform to the requirements of the drawings, specifications, and the 2003 International Residential Code. 2. Concrete shall attain a 28 day strength of F'c= 2500 psi, 51/2 sacks of cement per cubic yard of concrete. 3. Reinforcing steel shall conform to ASTM A615-76A, Grade 40, fy= 40,000 psi. 4. Reinforcing steel shall be detailed (Including hooks and bends) In accordance with 30 bar diameters or 2'-0" minimum. Provide corner bars in all wall intersections. Lap corner bars 30 bar diameters or 2'-0" minimum. 5. Lap adjacent mats of welded wire mesh one full mesh at sides and ends. 6. No bars partially embedded in hardened concrete shall be field bent unless specifically so detailed or approved by the structural engineer. 7. Concrete protection (cover) for reinforcing steel shall be as follows: Footings and other unformed surfaces: earth face 3" Formed surfaces exposed to earth, walls below ground, or weather: #6 bars or larger 2" #5 bars or smaller 1-1/2" Walls interior face 3/4" 8. Footings shall bear on solid unyielding natural earth free of organic material 4 ,! ELECfRICAL PERMIT INSPEGfJON RECORD , CALL 4 ]7-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNl;AWFUL 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 COMMENTS NO GENERAL COMMENTS: PW-II02.l' (4196) d pOIi. ~. C} 'vr CITY OF PORT ANGEI,.ES PUBLIC WORKS. '. ELECTRICAL DIVISION ~2~ EAST 5TH STREET. PO~T ANGELES. WA 98362 ~, \. Application Number . . . . . Application pin number 05-00000200 465400 Page Date 2 7/08/05 Special Notes .and Comments this plan review. Any modifications to the electrical facilities will be at the customer's expense. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. COnstruct driveway to City Standards.. . No concrete with exposed aggregate allowed in the City road right, of way. Othe~,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/ACT10N ~EDED I, ELECfRICAL PERMIT INSPEQ'JON RECORD , CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPIt DATE I ACCEPTItD COMMENTS r YES I NO - lJITCH lUll InJ.l.IN Il,;UV~K -SERVICE FIN AT GENERAL COMMENTS: PW-U02.1S (4196) ~ d"""~ ~. YI CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ~21 EAST STH STREET. PORT ANGELES. WA 98~62 i" 'ann' 1 ,..~+-.;.......... 't.T......1- Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property ,Use Property Zoning . . . Application valuation :1 ____ __~_ 465400 728 CURRIER CT 06-30-14-6-5-0240-0000- RES NEWSFR 'I \Jut v:;) RESIDENTIAL HIGH DENSITY 118987 Owner Contractor LESARGE ,. GARY/JEANNE 803 E 2ND ST PORT ANGELES (360) 457-1829 Structure Information Construction Type Occupancy Type Other struct info 000 EXTREME BUILDERS _50 PERCY LN SEQUIM (360) 417-0679 000 1552SF SFR W/ATT 484SF TYPE V NON-RATED SINGLE FAM & CONGREGATES TOTAL % LOT COVERAGE CONSTRUCTION TYPE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS INC WA 983623619 WA 98382 GARAGE 40.00 V-N 1. 00 1.00 5035.00 2036.00 2036.00 1. 00 -.....l )J ~ Permit . . . . . Additional desc . Permit pin number Sub 'Contractor Permit Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL JARMUTH/2036 SQFT SFR 53702 JARMUTH ELECTRIC 119.80 7/08/05 1/04/06 Plan Check Fee Valuation .00 o ~. r Qty 1. 00 2.00 .00 Unit Charge 73.0000 23.4000 11.4000 Per ECH 5C ECH EL-R-SQFT FIRST 1300 EL-R-SQFT ADDITIONAL 500 EL-METERS REMOTE INSTALL Extension 73.00 46.80 .00 Special Notes and Comments Building address sign shall not be less than 6" & not more than 12" in height. Nuinbers colors must contrast with wall color they are mounted on. (Ord. 14.36.050-E) When roof glitters are installed, drains will located in dry wells or piped to approved storm drain locations. New subdivision outside the four minute response time shall be equipped with a residential sprinkler system that is installed and maintained in accordance with Uniform Fire Code (UFC) and National Fire. Protection Association(NFPA) standards. Proposal will result in the construction of a new s.f. res i~ the RS-9 zone for a total lot coverage of 40% which is permitted for the site which is in an approved PRO. No land use issues are noted. Electrical permi~s are required. $713 Electric Service Connection Fee Applies. Public. works electrical engineering has no requirements for ~ COMMENTS! ACTION ~EDED ELECfRICAL PERMIT INSPE~J.ON RECORD .. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MJtUMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COJlER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPItCTION TYPE DATE ACCEPTED COMMENTS \ YIS NO UUl,;l1 IIIUII wl-l-IN I CUV-hK 7..1.. o~ .A-Lo ShK VICh . . I'J,. -1- o~ ~ 1"\ I l , GENERAL COMMENTS: PW-lI02.I'I4IHJ d"""~. ~ '.. CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ~21 EAST 5TH STREET. PORT ANGELES. WA 98362 ~ ... Application Number . . . . . 05-00000200 Application pin number 465400 Page 2 Date 7/08/05 Special Notes and Comments be at the customer's expense. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. Construct driveway to City Standards. No concrete with exposed aggregate allowed in the City road 'right of way. 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 42.20 42.20 .00 .00 Plan Check Total .00 - .00 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 1816.70 1816.70 .00 ,00 - COMMENTS! ACTION NEEDED ELECTRICAL PERMIT INSPE~J.ON RECORD ~ CALL 417-4735 FOR ELECTRICAL INSPECJlONS. .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 INSPEC110N TYPE DATE ACCEPTED COMMENTS YIS NO I II.... '1-1 ROT InH.IN Il,;UV~K ~.r.K V J~~ . ...INAI I I I I i i .... GENERAL COMMENTSI PW-II02.I5I4I96J G "'r~ CITY OF PORT ANGELES PUBLIC WORKS . ELECTRICAL DIVISION J21 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 7/08/05 05-00000200 Date 495400 728 CURRIER CT 06-30-14-6~5-0240-0000- RES NEW SFR RESIDENTIAL HIGH DENSITY 118987 ~'" Owner Contractor LESARGE, GARY/JEANNE 803 E2ND ST PORT ANGELES (360) 457-1829 Structure Information Construction Type Occupancy Type Other struct info -EXTREME BUILDERS 50 PERCY LN WA 983623619 SEQUIM (360)417-0679 000 000 1552SF SFR W/ATT 484SF TYPE V NON~RATED SINGLE FAM. & CONGREGATES TOTAL ~% LOT COVERAGE CONSTRUCTION TYPE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT.COVERAGE NUMBER OF UNITS INC WA 98382 GARAGE 40.00 V-N 1. 00 1.00 5035.00 2036.00 2036.00 1. 00 Permit . . . . . ~dditional desc . Permit 'pin-number Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL HI-TECH/AUDIO SPEAKER WIRE 53876 HI TECH SECURITY 42.20 7/08/05 J./04/06 INC Plan Check Fee Valuation .00 o Qty Unit Charge 1.00 42.2000 Extension 42.20 Per EL~LOW VOLT SYS <=2500 SQFT 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. (Ord. 14.36.050~E) When roof gutters are installed, drains will located in dry wells or piped to approved storm .drain locations. New subdivision outside the four minute response time shall be equipped with a residential sprinkler system that is installed and maintained in accordance with Uniform Fire Code (UFC) and National Fire. Protection Association(NFPA) standards. Proposal will result in the construction of a new s.f. res in_the RS-9,zone for a total lot coverage of 40% which is permitted for the site which is in an approved PRD. No land use issues are noted. Electrical permits are required. $713 Electric Service Connection Fee Applies. Public works electrical engineering has no requirements for this. plan review. Any modifications to the electrical facilities will COMMENTS! ACTION NEEDED .'::';r ,. ~. ~ ~ ~ ~ ~ ~ r--- --I-" . 1 ___f__ r. i ! ~- I ",r 1,1 I I, 'I I II I I-I "I I I \' ,: I 1,1 I ' II I: I ,I I I, \ I' I , I \,\ I 1 ~-- \: I 1,\ 1'1 , ' I I I I I ,,' \'\ I, I' \ 1 I I "I , " 1,\ I, \ 1'1 I "I I' I I" I, \ 1'1 I, , \ I 1'1 I I ___ I \ I., I: L I " " r .' I " I "I \ ,I I' I I' , I: , I \ I I'L 7r --r-"m: - L' , .. ,'Ili Ii _-' ,..:'FJil:'!'-l L l.Ji ~ 24 0: "l ,0 24 I ~~I!e I 0, I ! \, r I : I <I ~ 6~1 ~ ~'J. oLEDf,ER WI ,I ': I , . ,T BEAM I r I L 2 JOISTS (2 I I ... L}!t i~ '" L .1.114 I 1i.;i';"K.n 11 Lfji 24 o I ;;, 9 1/2" BCI 450 o 16" O,C. SLAB ON GRADE 4' CONCRETE SLAB/ SLOPE AWAY fROM HOUSE ~co ~ 1 52.1 9 ... CRAWLSPACE 6 MIL (BLACK) V,B, 1 52.1 9 1/2" BCI 450 o 16" O,C, I r4 4 L 1J l~.~ ['t 'i' IS AREA 1:1 7' Ifl III , .-' " ' ,I I' I' I , I '" I" I ,I I,: 5I>e:N F~'pN, - I : , I :\ , '" J : I 'I ',I '1 'I ~A 1-l"iT'2,..2. :i ~",,"e'2..4 W/7.0l';/,e,' E:fo'\t:l I I :::! 'R-€.LPCAI'f: 1 I :: : V E. t.,)\ 1 ',I I " I \ I ,I --jSTEP I ' I :DOW~ J' I , ,j --- , I I I . I 1'1 :1 , I :'1 I: I 1 'I \ 'I I I 1"1 1,1 1,\ 1,1 1'1 I .- \ : I; \ 1'1 1'1 : I " I ',I 1'.1 I:, :' I I I: \ .\ 1,1 I ..~L__ 01 ~I I 4 52.1 SLAB 0 GRADE 4: CONCR E SlAB/ 4 COMP TED FILL / SLOPE TO DOOR 3 52.1 ) 2 52.1 0"" Reo q~"''I/I. q'O 3 52.1 o , !! ---- l' ------ _i ---------- II .A tt"Ti 2.1.. '0 "D E3 L 'bTUD ~~'Te2..4 1.).1/ ~O~/e,1I Et-J1e, 17;\ '/2. II 'PLYw ~o D, I c> J ,.:;/l. I\-? {i2 3l' O,C-, ~ S~E: ~HEA.'R\.../ALL ~,:)Gt~ \f: Du I-f: -rR. 61~ 10,'\011,' 'J' [lJ 14',: L E: \,tf. P 4- (!? ,~' o,G I (4j I 01"\ A ~--L -j--- -l-~ 5/0X4 SUDER i ! i Ii , '-1 , I. /. " n:. ,I 3/0X4/0 3/0X4! 3/0X4/0 (,'/V", : FIXED FIXED FIXED -- .' ... ~ .... ...."... J' c.' "~I 1 , 0 I ~ltSII:. "l", : ';;)~ .: ., !. bl I -I I ::; i c:tl I ' (:) ~ 5/0X4/ SLIDER MASTER BEDROOM CA"PET 11/11' i';JI~." i,l LIVING H"'OWOOO ~__it-___8'-8""-__..~_~.~:_~O _.. "8' i CD @) i . '-2.../ \ , o , "- "-~E . ~~i '".. H6AIO ~..f.;.:' .~. !~. \ ' \,,1 " DRAt} Tl<LJ~~ 'O?L F' '@ ~o: x c: , ~._- . i. .. , x ' o ;;,.:' A......... DINING HAAOWOOO 1\\' /0 ;1 15 ....- 0 OJ "' c--- j~ IX '0 ;';ri- :; I \1)\ U"' r :---/~---: l @\, I I -i ~ I /eD / COVERED PORCH 5' O' 1 , ' 0; ~; 6',a" , i I,. " ~", , ,-,--_"i' lJ'-4" t;;-/" ---------.~ ..----@....." GARAGE CONCRETE ~C) ~ 1--------..-------------.. i".;{ .~ .; ~ \;,.....)/':,.. , ~_.. -i-"'--~:;! '>.-.'~ otz ~~ !. ~- ~~ 1 ~"/n'" -,,,";;;'~~-n"'" \-0-- Residence Lateral Design Gary & Jeanne LeSarge 728 Currier Ct. Port Angeles, WA 98362 PERFORATED SHEAR WALL DESIGN WALL~ Upper <... ., Level WIND SEISMIC OVERALL MINIMUM PIER RESISTANCE DESIGN SHEAR TRIB TRIB WALL SHEAR SHEAR HEIGHT WIDTH HEIGHT WIDTH MAX OPENING % OF WALL % OF FULL ADJUSTMENT SHEAR WALL ROOF FLOOR UPLIFT PANEL PLF PLF FT. FT. '"Fr. FT. HEIGHT (FT.) HEIGHT HEIGHT SHTHG. FACTOR PLF TYPE FT. FT. LBS. WALL A 70.0 62.2 40 A 560.0 497.2 8 I"i.:".- 0 I\....~ 1.00 497.2 4 I'.::....~. :'~ 4420.0 MAIN LATERAL FORCE RESISTING SYSTEM - WIND LOADS SEISMIC LOADS (AREA)(PRESSURE)/LENGTH = SHEAR WALL TRlB WIDTH HEIGHT PS FORCE LENGTH SHEAR TRlB WIDTH DL SHEAR SHEAR SHEAR ~_~F LBS FT PLF AREA .tJ~F COEFF. LBS PLF WALL A A 2~08 ROOF B 3.87 FLOOR C _ 17.42 WALL ~ o 3.99 2800.0 ~ 70.0 ETC. 0.154 2486.2 62.2 \- Lt::>A'D - 2~DO 4-0 ..i) C; I:> V t::R t--.Y~';) uE.~\ 6.N :' ,0 ?IF 2003 IBC WIND ANALYSIS WIDTH LENGTH LEAST DIM 2003 IBC SEISMIC ANALYSIS - SIMPLIFIED BASE SHEAR BUILDING DESCRIPTION II 40 S1 0.50 FIRST FLOOR = Ss 1.25 SECOND FLOOR = SITE CLASS 0 % ROOF HEIGHT = 5 Fv 1.50 AVERAGE HEIGHT OF BUILDING 13 Fa 1.00 A 4 3 4 2A=1 8.0 Sm1 0.75 WIND EXPOSURE Sms 1.25 WIND SPEED ~ Sd1 0.50 ROOF PITCH 12 26.57 Sds 0.83 p. = A.lwP.3o SEISMIC USE GROUP 1 SEISMIC DESIGN CATEGORY 0 Ps = A.lwp.3o 1..= I = LC1, P.30 = LC1,P. = LC2,p'3o = LC2,P. = RESPONSE MODIFICATION FACTOR 61/2 w AREA A, P.30 = 1.21 ""',">",.1' 19.9 24.08 19.9 24.08 SEISMIC BASE SHEAR COEFFICIENT= 0.154 AREA B, ps30 = 1.21 1 3.2 3.87 3.2 3.87 CONNECTION OF SMALL ELEMENTS AREA C, ps30 = 1.21 1 14.4 17.42 14.4 17.42 SHEAR COEFFICIENT= 0.111 AREA 0, ps30 = 1.21 1 3.3 3.99 3.3 3.99 HORIZONTAL DIAPHRAGMS AREA E, ps30 = 1.21 1 -8.8 -10.65 -3.4 -4.11 SHEAR COEFFICIENT= 0.1667 AREA F, ps30 = 1.21 1 -12 -14.52 -6.6 -7.99 BEARING AND SHEAR WALL AREA G, ps30 = 1.21 1 -6.4 -7.74 -0.9 -1.09 OUT OF PLANE WALL FORCES AREA H, ps30 = 1.21 1 -9.7 -11.74 -4.2 -5.08 SHEAR COEFFICIENT= 0.3333 Eoh 1.21 1 -16.5 -19.97 -16.5 -19.97 MASONRY AND CONCRETE OUT OF PLANE Goh 1.21 1 -14 -16.94 -14 -16.94 SHEAR COEFFICIENT= 0.6667 COMPONENTS AREA 86 ZONE 1, 50sqft 1.21 1 -18.63 -8.63 -207.2 LONGEST TRUSS @ 2 FT OC IF....~ ZONE 2, 50 sqft 1.21 1 -28.19 -18.19 -291.1 EAVES ZONE 3, 50sqft 1.21 1 -43.56 -33.56 ROOF DEAD LOAD :II 590 EAVES Z2 1.21 1 -40.54 -30.54 -91.61 TRUSS UPLIFT HURRICANE CLIP H2.5A Holddowns ~ HTT22 to dbl stud, Pmax = 51751bs SSTB24 with 20 5/8" embedment 8 SHEAR WALL SCHEDULE 1 7 Marl< Sheeting fastener spacing Intermediate framing ~~~~~ plate na.~l1!g 4l Anchor Bolts M.aJClumum NOfes allowb/e o all edgee framing non backing Sheeted Sheeted Sheeted Sheeted shear (Blocked) spacing size one side both sides one side both sides 7/16- OSS 8d 06- 00 8d 06 00 2x 240 PLF 2,3,6 0 OR for stud framing 024- 2-16d 0 2-16d 0 5/8- X10- 5/8- X10- 480 PLF 8d 0 12- 00 15 GA Of- 00 for stud framln 0 16- 12-00 8-00 048- D.C. 030- D.C. 7/16- OSS 8d 04- 00 8d 06 00 2x 350 PLF 2,3,5,6 for stud framing 024- 0 OR 8d 0 12- 00 2-16d 2-16d 0 5/8- X10- 5/8- X10- 700 PLF 15 GA 03- 00 for stud famlng 016- o 10-00 5-00 040- O.c. 020- D.C. 1/2-CDX 8d 03- 00 8d 06- 00 3x 490 PLF 2,3,4,5,6 (]) plywood OR for stud framing 024- or 2-16d 2-16d 0 5/8- X10- 5/8- X10- 980 PLF 8d 012- 00 15 GA 02-1/2- 00 for stud framing 0 16- DBL2x o 7-00 3-1/2-00 028- D.C. o 14- O.c. 1/2-CDX 10d 03- 00 10d 06- 00 3x 600 PLF 2,3,4,5,6 0 plywood for stud tc!mlng 024- or 2-16d 2-16d 0 5/8- X10- 5/8- X10- 1200 PLF 10d 012 00 for stud framing 0 16- DBL2x o 6-00 3-00 024- O.c. 012- D.C. 1/2- CDX 10d 02- 00 10d 06- 00 _ Jx 770 PLF 2,3,5,6 @ plywood for stud ~mlng 024 or 3-16d 3-16d 0 5/8- XW 5/8- X10- 1540 PLF 10d 0 12 00 DBL2x 06-00 3-OC o 18- O.c. 09- D.C. for stud framing 0 16- @ 1/2- GKS 5d COOlER 0 4- 00 5d cooler 04- OC 2x 2-16d 0 5/8- X10- 300 PLF 3,6 both sides OR OR 5d GKS 04 - 00 5d GKS 04- 00 12-00 048- D.C. 0 !M!'. q~ 6d COOI..ER 04 DC 6d cooler 0 4- 00 2x 2-16d 0 5/8- XW 375 PLF 3,6 both sides OR OR 6d GWB 04- DC 6d GKS 04- OC 10-00 036- D.C. Notes: 1. ALL NAILS SHALL BE GALVANlzaJ BOX NAILS OR COMMON NAILS, f~~S ~6iM-MW THJf!~~WlNG CRITERIA: 8d -0131-dl X 2-1/2- In c er - . a 1- 8 m n. common . _ a _ m. 5d GKS -O.086-dlaX 1-5 8- min. 10d common -.0.148 dla X ~ min. 6d cooler -0.092-dla X 1-7/8- min. 8d box -0.113 _dla X 2;;1/2 min. 6d GKS -0.092-dla X 1-7/8- min. 10 box -0.128 dla X 3 min. 16d common -0. 162-dla X 3-1/2- min. 15 GA. staple -0.072-dla X 1-1/2- min. 2 PROVIDE APA RATED SHEATHING PLYWOOD OR OSS APA RATED SIDING J03 OF INNER SEAL OSS RATED PANEL SIDING ON ALL . EXTERIOR WALLS AND NAIL PER NOTE 1. ;J SPECIFIED SHEATHING AND SIDING PANEL EDGES SHALL BE BACKED WITH 2- OR 3- fRAMING (PER THE TABLE) INCLUDING . fOUNDA 710N SILL PLA TES, \lER71CAL fRAMING, AND BLOCKING. PANaS MA Y BE INSTALLED EITHER HORIZONtALL Y OR \lER71CALL Y (sa NOTE 4 fOR EXCEP71ON). NAILS SHALL BE STAGGERED fOR 3- fRAMING. 7/16- OSS MAYBE SUBS71TUTED fOR 1/2- CDX PLYWOOD IF fRAMING IS SPACED AT 16- ON CENTER, OR PANELS ARE APPUED 4. WITH LONG DIMENSION ACROSS STUDS fOR fRAMING SPACED AT 24- (BLOCKED). 5 !'tHERE PANas ARE APPUED ON BOTH fACES OF A WALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER . SIDE. PANEL JOINTS SHALL BE OFFSET 10 FALL ON DIFFERENT fRAMING MEMBERS OR fRAMING SHALL BE 3-INCH NOMINAL AND NAILS ON EACH SIDE SHALL BE STAGGERED. 6. NAILS TO BE DRIVEN flUSH WITH SHEA THING. DO NOT OVER DRIVE NAILS. 7. ALL SHEAR PANas SHALL BE BLOCKED. LESARGE SHEAR WALL NOTES 4SEASONS ENGINEERING, INC. (360) 452-3023 619 S. Chase St, Port An eles, WA 98362 DA TE: MA Y 2005 SCALE: NONE ORA ~ BY: DJP CHECKED: SHEET: '1 otherwise 19. Toenail joists to supports with 2-16d nails, 2-10d box nails for T JI joists. Attach all beams at the roof exceeding S'O" In length with Simpson ST 292 strap each end. 20. Attach joists to flush headers and beams with Simpson "U" series metal joist hangers to suit the joist size. 21. All wood stud walls shall have lower wood plate attached to wood framing below with 16d nails at 12" o.c. staggered, unless otherwise noted in the shearwall schedule. 22. Plywood roof and floor sheathing unless otherwise noted on plan shall be laid up with face grain perpendicular to supports and nailed with Sd nails @ 6" o.c. to framed panel edges and over stud walls shown on the plans @ 12" o.c. to Intermediate supports. Provide approved plywood clips @ 16" o.c. at unblocked roof sheathing edges. Provide solid blocking at lines of support at floors. Toenail blocking to supports with 16d @ 12" o.c., unless otherwise noted In the shearwall schedule. 23. Provide continuous solid blocking at mid-height of all stud walls over 10'In height unless wallis blocked per shear. wall note. 24. Plywood wall sheathing for noted shear walls shall have solid blocking at all sheathing panel edges. See shear wall schedule for further notes. f...p Single story structures Two story structures Three story structures 12" below original grade is'' below original grade 24" below original grade 9. Slabs shall be placed upon compacted granular fill, 2" minimum thickness. Wood Framing Notes (The Following apply unless shown on the plans) 1. All wood framing details not shown otherwise shall be constructed equal to or better than the minimum standards of the 2003 I.R.C. 2. Minimum nailing requirements: Unless otherwise noted, minimum nailing shall be In accordance with Table R602.3(1) ofthe 2003I.R.C. 3. All structural framing lumber such as 2x_jolsts, and rafters to be Douglas Fir No.2, Spruce/Pine/Fir No.2, or Hem/Fir No.2 kiln dried. 4. All 2x_ studs and blocking to be Douglas Fir construction, Spruce/Pine/Fir construction, or Hem/Fir construction grade. 5. All structural posts to be Douglas Fir No.2. 6. All structural headers to be 4x_ Douglas Fir No.2. 7. All Glu-Iam beams to consist of Douglas Fir kiln dried 24F-V4 standard grade unless noted otherwise on plans. S. All 2x framing lumber exposed to weather, and/or moisture shall be Hem-Fir No.2, pressure treated In accordance with the American Wood Preservers Association standard for above ground use. 9. All 4x and 6x structural lumber exposed to weather, and/or in ground contact shall be Hem-Fir No.2, pressure treated In accordance with the American Wood Preservers Association standard for ground contact use. 10. Framing connectors, nalls, bolts, and other fasteners In contact with pressure treated wood shall have the following finishes: Wood Traatment Finish CCA-C and DOT Sodium Borate (SBX) Galvanized, 0.60 ozlft~ ACQ-C, ACQ-D, CBA-A, CA-B, Other Borate Post Hot-Dip Galvanized, ZMAX galvanized, (Non-DOT) 1.S5 ozltf. , or SST300-Stalnless Steel Steel Ammoniacal Copper Zinc Arsenate (ACZE) SST300-Stalnless Steel and other pressure treated woods. 11. When using Stainless Steel or hot-dip galvanized connectors, the connectors and fasteners should be made ofthe same material. Stainless Steel fasteners shall not be use In applications where contact with Galvanized and Post Hot-Dip Galvanized metals will occur. 12. Individual members of built-up posts and beams shall each be attached with 16d spikes at 12" o.c. staggered. 13. All columns In framed walls to be well nailed Into adjacent framing In order to resist lateral movement. 14. Provide solid blocking for wood columns and multiple studs through floors to supports below. 15. Provide 4x10 headers, or double 2x10 headers over and double studs each side of all openings In stud bearing walls not detailed otherwise. 16. Provide 4xS headers, or double 2xS headers over and double studs each side of all openings In non-structural stud walls not detailed otherwise. 17. At joist areas: Provide solid blocking at bearing points. Provide double Joists under all load bearing partitions. Provide double Joists each side of openings unless detailed otherwise. is. Provide double joist headers and double joists each side of all openings in floors and roofs unless detailed 5 .s t>> ~~ CITY OF PORT ANGELES DEPARlMENT OF COMMUNITY DEVELOPMENT - BUll..DING DIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 Application Number ApP~~Si1~~9.n pi,n number Property Address ASSESSOR PARCEL NUMBER; Applig~t~o~type description Subdivision Name '. . Property Use . . . . Property Zoning .. .. . ,; Applicaiionvaluation 05-00000200 Date 465400 728 CURlUER CT 06-30-14-6-5-0240-0000- RES NEW SFR 6/29/05 RESIDBNTIALHIGH DENSITY 118987 Owner ---;~:~~~~~----------- Contractor LBSARGB~ GARY/JEANNE 803E 2ND ST PORT' AN~S .. (360) 457-1829 Structure Information Construction Type Occupan~ Type Other struct info 000: . EXTREME BUILDERS INC 50 PERCY.LN SEQUIM (360) 417-0679 000 1552SF SFR W/ATT 484SF GARAGE TYPE V NON-RATED SINGLE FAM & CONGREGATES TOTAL t LOT COVERAGE CONSTRUCTION TYPE NUMBER OF STORIES EXISTING LOT _ COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS WA 98382 WA 983623619 40.00 ~ \S) ~ ~ Q ~- V-N 1.00 1.00 5035.00 2036.00 2036.00 1.00 --------~-~~~~~------------------------------------------------------------- Permit . . . . . Additional desc . Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date FIRE SPRINKLER RESID FIRE SPRINKLER SYS. 52951 INNOVATED FIRE SPRINKLERS .00 Plan Check Fee 6/29/05 Valuation 12/26/05 .00 ~EitJ- 0 ----------------------------------~-_._-----------------.-------------------- SpeciaJ.;ll19tes,' and Comments Building address sign shall not be less' than 6" & not more than 12" in height. Numbers colors must contrast with wall colo~ they are mounted on. (Ord. 14.36.050-E) When roof, gutters are installed, drains will located in dry wells"orpiped to approved storm drain locations. New subdivision outside the four minute response time shall be equipped with a residential sprinkler system that is installed and maintained in accordance with Uniform Fire Code (UFC) and National Fire Protection Association(NFPA) standards. Proposal will result in the construction of a new s.f. res in the...RS...9 zone for a total lot coverage of40t which is permitted for the site which is in an approved PRD. No land use issues are noted. Electrical permits are required. $713 Electric Service Connection Fee Applies. Public. .works electrical engineering has no requirements for this pian review. I Any modifications to the electrical facilities will be at the customer's expense. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 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 cqnstruction or work is suspended or abandoned for a period of 180 days after the work as commenced; or if requited inspections have not been requested within 180 days from the last inspection. I hereby certify thatll'1ave 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. . os Signature of Owner (if owner is builder) Date T:\Policies\ \\02_\5 building permit inspection record05. wpd [1/412005) BUILDING PERMIT INSPECTION RECORD 4J.'.- 't "1 - -;':;:,_"_5_~'r,;' ''''":"';7''"> -':,',..-_(,:-<;::',,:C;:'\_,.,\i ;;y;s;::-~;",,'--'<-" CA~L 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPgCTIONS. . CALL 417-4807 FOR PUBLIC WORKS UTILITIES . . PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT ISUNLAWFUL'TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED ANI> A(XEPTED. PQST PERMIT IN A CPNSPlqJOUS LOCATION: KEEPPElThlIT CARD AND APPROVED PLANSATJOB SITE. INSPECTION TYPE DATE I ACCEPTED : COMMENTS I YES NO . FOUNDATION: '. FOOTINGS WALLS FOUNDATION' DRAINAGE! DOWN Spours PIERS POST HOLES (poLE BLOGS.) PLUMBING . ; . UNDER FLOOR/SLAB . ROUGH-IN' r , WATER LINE (METER TO BLOO) . .' GAS LINE BACK FLOW I WATER , . . . AIR SEAL WALLS " I . i CEILING '.',".'" I I . FRAMING I . JOISTS / GIRDERS SHEAR W ALUHOLD DOWNS . WALLS / ROOF! CEILING .' " DRYWALL (INTERIOR BRACED PANEL ONLY) .'., ',.', T-BAR . INSULATION '" .( ,",' " . SLAB {~."."'" "'.- WALL! FLOOR/CEILING - I ".' /' MECHANICAL X> fIEAT PUMP / FURNACE! DUCTS (JAS LINE h I " X WOOD STOVE! P:ELLE'r I C~Y COMMERCIAL HOOD I DUCTS " . .'" " MANUFACTURED HOMES ....., .t'OOTING / SLAB " ."'.""" BLOCKING & HOLD DOWNS " t . SKIRTING -,' ":!!"':! . ".-, i/"J'i," 'i,. .' PLANNING DEPT. SEPARATE PERMIT #'s SEPA: . PARKlNGILIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE " '. . . RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED . YES NO . llLECTRlCAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R. W./ PW/ CONSTRUCTION - R.W. , ENGINEERING 417.4807 . PW ! ENGINEERING . . . < ~ I FIRE , 417-4653 FIRE DEPT. . PLANNING DEPT. . 417.4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\Policies\1102_1S buildingpmnil inspection record05.wpd [1/412005) .s ~~. CITY OF PORT ANGELES DEPARTMENT OF CO~DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 Application Number . . . . . 05-00000200 Application pin number 465400 Page 2 Date 6/29/05 ---------------------------------------------------------------------------- SpeciAl Notes and Comments Construct driveway to City Standards. No concrete with exposed aggregate.allowedin the City road right of way. ---------------------------------------------------------------------------- Other Fees SEWER SYSTEM DBLV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE 745.00 4.50 1025.00 ---------------------------------------------------------------------------- Fee 'summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 1774.50 1774.50 .00 .00 Separate Permits are required for electrical work, SEP A, Shoreline, ESA, utilities, private and public improvements. This per:mit 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 requiredJh~pectlons have not beel') 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 [1/412005] "";:;li" ,i# i!.,,;*-~:c"";;}- '.!Y?~' . ,\,,' ,-, ;. .,_'t'~t-."".. . '-:::W.;0-:"?!.'-<', ;'-n' t ;.>:::--:!r:;.~~:'::~~~:.'.--;--~ ., :'1 BUILDING PERMIT INSPECTION RECORD "-. CALL 417-4815 FOR BUILDING INSPECTIQNS.CALL417-4735 FORELECTRlCAL INSPECTIONS. . , CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT 1SUNLAWFUL TO COVER, INSULATE OR CONCEALANY WORK BEFORE INSPECTEDAND ACCEPTED. POST PE~ IN A CONSPICUOUS.LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE . , DATE ACCEl'TED COMMENTS /YES NO . FOUNDATION: FOOTINGS WALLS FOUNDATION' DRAINAGE / DOWN SPOUTS -c- PIERS POST HOLES (POLE BLDGS.) . PLUMBING UNDER FLOOR/SLAB ROUGH-IN ' WATER LINE (METER TOBLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING' I FRAMING JOISTS / GIRDERS SHEAR W ALUHOLD DOWNS WALLS / ROOF / CEILING . DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL/ FLOOR/CEILING I I MECHANICAL HEAT PUMP / FURNACE / DUCTS GAS LINE . " WOOD STOVE / PELLET I CHIMNEY COMMERCIAL HOOD I DUCTS . MANUFACTURED HOMES FOOTING / SLAB . BLOCKING & HOLD DOWNS . . SKIRTING PLANNING DEPT. SEPARATE PERMIT /#'5 SEPA: PARKINGILIGHTING ESA: LANDSCAPING ; SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO . COMMERCIAL DATE ACCEPTED . YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHTDEPT CONSTRUCTIONR.W./ PW/ CONSTRUCTION - R. W. ENGINEERING 417;4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\Policies\1102_1S bui1dingpennit inspection record05,wpd [I/412oo5J ----,'"i,~.'!i'--- ~ "-. Fire Sprinkler System Plan Innovated Fire Sprinkler Systems 81 New Haven Lane Port Angeles, WA., 98362 (360) 452-7583 June 21, 2005 For: LeSarge Location: 728 CurritiJ; Court Port Angeles WA., 98363 Contractor: Extreme Builders Sequim, WA 98362 I- I 13 D HYDRAULIC CALCULATIONS Worksheet For 1" CPVC Pipe , Two heads require 26 gpm flow at designed pressure. One head requires 18 gpm flow at designed pressure. 12. 13. 14. 1'5. r r'II ,....,.,-... [+ 1 . 2. 3. 4. 5. ~. \ ~~ ~ ../~ ~'o. <,-f -t · 1 "~<r "'lion Srrin\l.\C' ,:'" Pipe size = II" ) CPVC (friction loss .1 067). lj~~~%llJ3~ Water pressure at street (2) = ~',-C; psi. s /~I/c..',~ .;I Meter friction loss (3) = . 7 psi (see Table 4-4.3d NFPA 13[ (2) - GS- minus (3) -'7 (4) = S 8 psi remainin Loss from street main to control valve = ~O feet X I .1067 I = -s:,. J V feet (see friction loss chart). (4) S8 minus {5} ~,. J Lf - (6) ~2 .'~: (; Elevation Joss (building & street) I 2:.. feet X .434 = (6) S 2. . C, 6 minus (7) S-~ ,:;. i, '-I ~), liS Total length of pipe from control valve to the farthest sprinkler = X I .10671 = Lf. t,/8 psi. ( 8 ) . .' "-. ;'.f 1- 9 ) Lj c../ r;.: : , _a! (),' ....... . . ~'/ ./.- -" \ minus ( ., t v '''j' ,,; . "7 /. psi remalnlnf Equivalent length for valves and fittings {meter to farthest sprinkler head}: Type Number Equivalent 1 " T run 7 X IT] = 1" T Branch 2- X [TI = 1" 90 Elbo.yv '-1 X [2] = 1" Coupling / X IT] = 1" 45 Elbow 0 X IT] = 1 " Gate Valve I X [TI = (11 ) Total Feet i..) -) 6. 7. 8. 9. psi remaining ~., ... dO <. "J. J PSI' .......",.., "-- psi remainin< L./?_ fe~ 10. 11 . 7 )0 ? 0 ~o 0 J ,"\ ......... Loss in fittings (11) !-/ ') , . ( 1 a) ~I :2 . f.) ") m i nus (1 2) feet X I. 1067 I = S'. () I .- , " , ,..J . ....J ~ ( 1 4) .? l.( Ll 7 heads operating. Riser Parts Potter flow switch 2.4 psi Soft seat valve 1.0 psi Needed Information: Type of sprinkler head 'L F .1I~. GPM & pressure 1 st head GPM & pressure 2nd head .? l \ ../,.-, , ,';.. \ 1 :n:...~.J . .'.SPR.(N.K.l~__.~E~R:'. .MAN 1 ~OL D <V .' =-- p.vc....._.__ n~. . ..TO....H..EADS.. ~/~~~..r~.~__ .___... - _____ - ..____._ ___ ..__ . ______________ ._._. .. .0- ..._ _ _.__ . ._..__ __ ____ __ .~. .......... e__... ----.- ._- -e.€.-- .. . ...n.. .__._ ......~.......--.......... o R.A.1 N.. R Tl::S-r ..VAL V .~ .~.-~..'~.~. .'- :~~":.~~~' . '.: .(PLVN\B.EO ..TO.. OVTSIDE-) .0 E F=l.OW SWITC.H n__ .. . -___-_-0.. .._____ ___._____ _.. ___. .- ~Q.l< :. . IQJ~_Y_, -. -:-_v...E.______ '_ '.N LQ.t\t _ . _ __ "-'100 . . - -- . -------.. -. ~ .J .- . __. :n\ _ _ ... _ .__.___ __________._.... . _.------------.._-- -..- ....-....--..--.----.- -------- -- , . .:- r\ _ _ _ .. '..~1 . / . ".,~ ....- -". - 'C--- ~ -- - . ... --.-.-- .' , r_ '-.-_.0-. ...~..._..._._ . _ .~ . .- -: ~:~:~~. ..n_ __.. i':ll_:p\. p is. : . . . .--- --.--- .-. -------. ---.- --_ __. _. ______ _'-0 ___ __..__."._ _.__. , .... '.__"0 __.. _. .. _ _,_._ _.. ____..._..._..._._...__..__.....__. _. .... ___. . ..... __ ___ _ _ _. _.__ ES .l.G:JV ~ 0 ...BY.: ._.. _;. . ... _ ___ ....: ... ... __ __' - . - _. -- ~ .-. -. '. - . ... . -. -.- .. . - .. .. - .. - . N ~\ 0 V ATE. D F \ R E... S.? R\ l\\ K L E RS . . . ~ -. . f ~O_lY\ . M ~TC"'') . " t ~ ... _.~, . .'J 3 . . , tqeD / Fire & Building / Products Direct Sales (Central): Tel: (800) 523-65121 Fax: (215) 362-5385 Distribution Sales (GemlStar): Tel: (800) 558-52361 Fax: (800) 8n-1295 Technical Services: Tel: (800) 381-93121 Fax: (800) 791-5500 Series LFII Residential Concealed Pendent Sprinklers, Flat Plate 4.2 K-factor General Description The Series LFII (TY2596) Residential Concealed Pendent Sprinklers are decorative, fast response, fusible sol- der sprinklers designed for use in resi- dential occupancies such as homes, apartments, dormitories, and hotels, The cover plate assembly conceals the sprinkler operating components above the ceiling. The flat profile of the cover plate provides the optimum aestheti- cally appealing sprinkler design, In ad- dition, the concealed design of the Se- ries LFIl (TY2596) provides 1/4 inch (6,4 mm) vertical adjustment. This ad- justment reduces the accuracy to which the fixed pipe drops to the sprin- klers must be cut to help assure a perfect fit installation. The Series LFII are to be used in wet pipe residential sprinkler systems for one- and two-family dwellings and mo- bile homes per NFPA 13D; wet pipe residential sprinkler systems for resi- dential occupancies up to and includ- ing four stories in height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13. The Series LFII (TY2596) has a 4.2 (60,5) K-factor that provides the re- quired residential flow rates at reduced pressures, enabling smaller pipe sizes and water supply requirements. The Series LFIl (TY2596) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. The Series LFIl (TY2596) Residential C~nceale? Pendent Sprinklers are shipped With a Disposable Protective Cap. The Protective Cap is temporarily removed for installation, and then it can be replaced to help protect the sprinkler while the ceiling is being in- Page 1 of 4 stalled or finished. The tip of the Pro- tective Cap can also be used to mark the center of the ceiling hole into pias- ter board, ceiling tiles, etc. by gently pushing the ceiling product against the Protective Cap. When the ceiling in- stallation is complete the Protective Cap is removed and the Cover Plate Assembly installed. WARNINGS The Series LF/! (TY2596) Residential Concealed Pendent Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the integrity of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. T'he installing contractor or sprinkler manufacturer should be contacted relative to any questions. Sprinkler/Model Identification Number SIN TY2596 Technical Data Approvals: UL and C-UL Listed. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.2 GPM/psj1/2 (60.5 LPM/bar1/2) Temperature Rating: 160oFfi10C Sprinkler with 1350F/570C Cover Plate .JULY, 2002 II. . . - ~ .', ,. '-~:' -; . , ."~....,. Vertical Adjustment: 1/4 inch (6,4 mm) Finishes: Cover Plate: Flat White, Bright White, Chrome, or Custom Physical Characteristics: Body. . . . . . . . . . . . Cap. . . . . . . . . . . . . Saddle . . . . . . . . . . . Sealing Assembly . . . . . . . . . .. Beryllium Nickel wI Teflont Soldered Link Halves . Nickel Lever . . . . . . ... . Bronze Compression Screw . . . . . . Brass Deflector . . . .. .... Bronze Guide Arm Frame . . . . Bronze Guide Arms ... Stainless Steel Support Cup . . . . Steel Cover Plate ... " . . Copper Retainer . . . . . . . . . . . . Brass Cover Plate Ejection Spring . . . . . . . . . . . . Stainless Steel . Brass Bronze . Brass tDuPont Registered Trademark TFP440 . ,Page 20f4 Operation When exposed to heat from a fire, the Cover Plate, which is normally sol- dered to the Support Cup at three points, falls away to expose the Sprin- kler Assembly, At this point the Deflec- tor supported by the Arms drops down to its operated position. The fusible link of the Sprinkler Assembly is com- prised of two link halves that are sol- dered together with a thin layer of sol- der. When the rated temperature is reached, the solder melts and the two link halves separate allowing the sprin- kler to activate and flow water. Design Criteria The Series LFII (TY2596) Residential Concealed Pendent Sprinklers are UL and C-UL Listed for installation in ac- cordance with the following criteria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that may be accept- able to the Authority Having Jurisdic- tion. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 130 or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as speci- fied in NFPA 130 or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the the four most hydraulically de- manding sprinklers. The minimum re- quired discharge from each of the four sprinklers is to be the greater of the following: · The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. · A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in TFP440 y Minimum Flow (b) and Minimum Flow (b) and Maximum Maximum Residual Pressure Residual Pressure Coverage Spacing For Horizontal Ceiling For Sloped Ceiling Area (a) Ft. (Max. 2 Inch Rise (Max. 8 Inch Rise Ft. x Ft. (m) for 12 Inch Run) for 12 Inch Run) (m x m) 160oFrnoC 160oFn1OC Sprinkler Sprinkler 12 x 12 12 13 GPM (49,2 LPM) 18 GPM (68,1 LPM) (3,7 x 3,7) (3,7) 9.6 psi (0,66 bar) 18.4 psi (1.27 bar) 14 x 14 14 14 GPM (53,0 LPM) 18 GPM (68,1 LPM) (4,3 x 4,3) (4,3) 11.1 psi(O,77 bar) 18.4 psi (1,27 bar) / 'TO x 16 1 16 16 GPM (60,6 LPM) 18 GPM (68,1 LPM) (4,9 x 4,9) (4,9) 14.5 psi (1,00 bar) 18.4 psi (1,27 bar) '- 18 x 1&./ 18 20 GPM (75,7 LPM) N/A (5,5x 5,5) (5,5) 22.7 psi (1,57 bar) 2Ox20 20 24 GPM (90,8 LPM) N/A (6,1 x 6,1) (6,1) 32.7 psi (2,25 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 130 AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed relative to the ceiling mounting surface as shown in Figure 3. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). Installation The Series LFII (TY2596) must be in- stalled in accordance with the follow- ing instructions: NOTES Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler by the frame arms only (ie., do not apply pressure to the fusible link Assembly). A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 fUbs. (9,5 to 19,0 Nm). A maxi- mum of 21 h.lbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over-tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Step 1. The sprinkler must only be installed in the pendent position and with the centerline of the sprinkler per- pendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant ap- plied to the pipe threads, and using the W- Type 18 Wrench shown in Figure 2, install and tighten the SprinklerlSup- port Cup Assembly into the fitting. The W-Type 18 Wrench will accept a 1/2 inch ratchet drive. Step 4. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Protec- tive Cap helps prevent damage to the Deflector and Arms during ceiling in- stallation andlor during application of ~ I . . TFP440 1: ..: Page 3 of 4 s BODY (112" NPT) SEALING ASSEMBLY WRENCH RECESS CAP SPRINKLER WRENCHING AREA D SADDLE COMPRESSION SCREW PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA LEVER FIGURE 2 W-TYPE 18 SPRINKLER WRENCH GUIDE ARM GUIDE ARM FRAME ,JL./ c......./~-----....I""--.~........r DEFLECTOR (OPERATED POSITION) SPRINKLER/SUPPORT CUP ASSEMBLY THREAD INTO SUPPORT CUP UNTIL MOUNTING SURFACE IS FLUSH WITH CEILING o o RETAINER WITH THREAD DIMPLES EJECTION SPRING SOLDER TABS (3) COVER PLATElRETAINER ASSEMBLY FIGURE 1 SERIES LF" (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER COVER PLATE FACE OF SPRINKLER FITTING SPRINKLER- SUPPORT CUP ASSEMBLY OPERATED SPRINKLER 1-718"%118" (47,6 mm :t;3,2mm) COVER PLATE RETAINER ~ ~ COVER- SPRINKLER- RETAINER SUPPORT CUP ASSEMBLY ASSEMBLY 3-1/4" DIA. (82,6 mm) ~f MOUNTING 3116" J SURFACE (4,8mm) 718" (22,2 mm) 1-1/8" (28,6 mm) -f TIP DEFLECTOR IN OPERATED POSITION RGURE 3 SERIES LF/I (TY2596) RESIDENnAL CONCEALED PENDENT SPRINKLER INSTALLA nON DIMENSIONS / PROTEcnVE CAP / ACTIVA TED DEFLECTOR . ~age 4 of 4 the finish coating of the ceiling. It may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Cap. NOTE As long as the protective Cap remains in place, the system is considered to be "Out Of Service ': Step 5. After the ceiling has been com- pleted with the 2-1/2 inch (63 mm) diameter clearance hole and in prepa- ration for installing the Cover Plate As- sembly, remove and discard the Pro- tective Cap, and verify that the Deflector moves up and down freely. If the Sprinkler has been damaged and the Deflector does not move up and down freely, replace the entire Sprin- kler assembly. Do not attempt to mod- ify or repair a damaged sprinkler. Step 6. Screw on the Cover Plate As- sembly until its flange comes in con- tact with the ceiling. Do not continue to screw on the Cover Plate Assembly such that it lifts a ceil- ing panel out of its normal position. If the Cover Plate Assembly cannot be engaged with the Mounting Cup or the Cover Plate Assembly cannot be en- gaged sufficiently to contact the ceil- ing, the Sprinkler Fitting must be repo- sitioned. Care and Maintenance The Series LFIl (TY2596) must be maintained and serviced in accord- ance with the following instructions: NOTES Absence of an Escutcheon Plate may delay the sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be shipped or stored where the tempera- ture will exceed 100oF/380C and they must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified or over heated sprin- klers must be replaced. Care must be exercised to avoid dam- age - before, during, and after instal- lation. Sprinklers damaged by drop- ping, striking, wrench twist/slippage, or the like, must be replaced. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. NOTE The owner must assure that the sprin- klers are not used for hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. TFP440 G IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED. INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- ~ Ordering Procedure When placing an order, indicate the full product name. Contact your local dis- tributor for availability.. Sprinkler Assembly: Series LFII (TY2596), K=4.2, Residen- tial Concealed Pendent Sprinkler with- out Cover Plate Assembly, PIN 51-122-1-160. Cover Plate Assembly: Cover Plate Assembly having a (spec- ify) finish for the Series LFII (TY2596), K=4.2, Residential Concealed Pen- dent Sprinkler, PIN (specify). Chrome..... .. .... ... .. .. PIN 56-122-9-135 Bright White...... .... . . ... PIN 56-122-4-135 Flat White. . . . _ . ... . . ... .. PIN 56-122-5-135 Custom.................. PIN 56-122-X-135 Sprinkler Wrench: Specify: W-Type 18 Sprinkler Wrench, PIN 56-000-1-265. TYeo FIRE PROOVCTS, 451 North Cannon Avenue,lansdale. Pennsylvania 19446 I " ./ ,~... ~..POTTER @ BELLS PBA-AC & PBD-DC Potter Electric Signal Company 2081 Craig Ad./P.O. Box 28480 SL Louis, MO 63146 (314)878~3211 (800) 325-3936 . /iJ;.(:~....':,. J~~l~i~i~~~J': '.. ". . .... .;-. ......:..,~:~.."-~... .' ..' ..... . {c,;;t}M~'~'t.~l:F1.~ii<. . '. . ......... ... ...... ~h. ....t'.., :~~':::i;~;r.$.".J ....... ..: . 6" BELL SIiOWN Potter ElectrIc Signal & Mfg. L TO 1967 Leslie Street . Don Mills, Ontarlo,Canada M3B2M3 (416) 441-1833 UL LISTED, FM APPROVED Sizes Avallable:~ 8", and 10. Voltages Available: ~ 20VA 12VOC (102 to 15.6) Polarized 24VDC (20.4 fo 312) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or Outdoor Use (See Note 1) -400 to 1 500F (outdoor use require weatherproof bacl<box) TermInation: 4 No. 18 AWG stranded wires Finish: Red powder coating Optional: Model 8BK-1 weatherproof backbox rhese vibrating type bells are designed for use as fire, burglar, or general signaling devices. They have low power ;onsumption and high decibel ratings. The unit mounts on a standard 4" square electrical box for indoor use, or on a model 38K-1 weatherproof backbox for outdoor applications. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE VOLTAGE MODEL NO. STOCI( NO. CURRENT (MAX) TYPICAL d8 MINIMUM d8 (j) 10 FT- C 10 FT. 6 12VOC P60126 1706012 .12A 85 75 8 12VOC PBOl28 1708012 .12A 90 75 10 12VOC P801210 1710012 .12A 92 75 6 24VOC PB0246 1706024 .06A 87 75 8 24VOC 1'B0248 1708024 .06A 91 79 10 24VOC PB02410 1710024 .06A 94 79 6 24VAC P6A246 1806024 .17A 91 75 8 24VAC 1'BA248 180802.01 .17A 94 75 10 24VAC P6A2410 1810024 .17A 94 75 ~ 6 120VAC PBAl206 1806120 .05A 92 82 8 120VAC PBAl208 1808120 .OSA 99 82 10 1 20V AC PBAI2010 1810120 .OSA 99 85 Weatherproof backbox model BBK.1 Stk. No. 1500001. Noles: I. Min4mum d8 ra1in9s a'6 calculaledl,om inleg<ate<l ~ p'essu<e measuremenls made al Uoo-ril6fs LabofalOfMts as ~",d in Ul Standard ~~. Ul lempe'a'ure 'a"ge is .JO" 10 lS0'F. 2. TYP'ca. d8 '.ahOQ~ .a..e c.a'<:ubl~ '(om tneasu(em.eots made wi1h.. conveo(~1 sound 'eve( m.ete( and .te tndulNe of outpu( &ev~s in 80 actual tns1-a1uttOn. PRINTED IN USA - MI(T. '8850001- REV I( MFG. '5400176 - 4194 PAGE 1 OF2 .. ~porrER Potter Electric Signal Company 2081 Craig Road. P.O. Box 28480 St. Louis. MO 63146-4161 (314) 878-4321 · (800) 325-3936 (j) VSR-SF VANE TYPE WATERFLOW FOR SMALL PIPE ALARM SWITCH WITH RETARD Potter Electric Signal & Mfg. L TO 1967 Leslie Street Don Mills. Ontario, Canada M382M3 (416) 441-1833 STK. NO. 1113000 U.S. PAT_ NO_ 3921989, CANADIAN PAT. NO. 1009680 OTHER PATENTS PENDING. UL, ULC, CSFM USTED and NYMEA ACCEPTED Service Pressure: Up to 250 PSI Minimum Row Rate for Alarm: 10 GPM Maximum Surge: 18 FPS Enclosure: Oie<ast. red enamel finish Cover held In place with tamper resistant screws Contact Ratings: 2 sets of SPOT (Form C) 15.0 Amps at 1251250 VAC 2.0 Amps at 0-30 VOC Conduit Entrances: 2 knocI<outs provided for 1120 conduit Usage: Usted Plastic. Copper and Schedule 40 Iron Pipe Fits pipe sizes -1".11/40. and 1112" Note: 8 paddles are furnished with each unit. one for each pipe size of threaded or sweat TEE. one for 1" CPVC, and one for 1 112" polybutyfene (CTS~pper tubing size) Environmental Specifications: Suitable for indoor or outdoor use with factory installed gaskel and di~ housing. NEMA 4 Rated Eodosure -use with appropriate conduit fitting. Temperature Range: 400 Fll200 F (4.50 CJ490 C) Caution: This device is not intended for applications in explosive environments Service Use: Automatic Sprinkler NFP A-13 One or two family dwelling NFP A-13D Residentiafoccupancy up to four stories NFP A-13R National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch, or{ler Stk. No. 0090018 The Modet VSR-SF is a vane type waterflow switch for use on wet sprinkler systems that use 10. 1 1/4". or 1 112' pipe size. The unit may also be used as a sectional waterflow detector on large systems. . The unit contains two single pole double throw snap action switches and an adjustable, instantly recyding pneumatic retard. The switches are actuated when a flow of 10 gallons per minute or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. INST At.LA TION: These devices may be mounted in horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6' of a valve, drain or fitting which changes the direction of the waterflow. The unit has a l' NPT bushing for threading into a flOn-<:orrosive TEE. See FIQ. 2 for proper TEE size, type and instaltation. Screw the device into the TEE fitting as shown in Fig. 2. Care must be taken to property orient the device for the direction of waterflow. The vane must not rub the inside of the TEE or bind in any way. The stem should move freely when operated by hand. The device can also be used in copper or plastic pipe installations with the proper adapters so that the spedfied TEE fitting may be installed on the pipe run. INSPECTION AND TESTING: Checl< the operation of the unit by opening the inspecto( test valve at lhe end of the sprinkler line or the drain and test connection, if an inspecto(s test valve is not provided. If there are no provisions for testing the operation of the flow . detection device on the system, application of the VSR-SF is not recommended or advisable The frequency of the inspection and lesting and its associated protective monitoring system should be in accordance with the applicable NFPA Codes and Standards and/or authority having jurisdiction (manutacturer recommends Quarterty or more frequently). PRImED IN USA PAGE 1 OF 2 MKT. .8800003 - REV J MFG. .5400802 - 819S BUILDING PERMIT - APPLICATION FOR OFFICYt USf ONLY: Date Rec.: ~ ':24-/0/3 Pelmit #: 0\1 - ~O Date Approvedb Date Issued: ~ Fill out COMPLETELY ancMn INK. Your applicatior: and site plan MUST BE COMPLETE to be accepted for review. If you have any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 Owner: k /' I Phone: '-IS 2 - 7S9.) Phone: Applicant or Agent: c ............... V'- ,'Cfv- Zip: Architect/Engineer: Phone: Contractor J/Vj.,/OVlfrE() ;:;'1tJ2E StateLicense#:llWl1vJi::CL1'''~: e}2./6<;Phone: ~/S2.-7SE:r5 Address: 81 J)/..eA__J HOttJ.e't.-, L,- City: ?av-.}-;/)".... j-e I~..J W B Zip: t1g,3tD 2- PROJECTADDRESS:72-R C _ \A.. y- V- ~ Ct V' C-- Cit--v f ZONING: LEGAL DESCRIPTION: Lot: CLALLAM COUNTY PARCEL NUMBER: Block: Subdivision: Credit Card Holder Name: Billing Address: Credit Card Type VISA TYFE OF WORK: ~Residential 0 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: S <--:J -S ..t-R- VV\ COMMERCIAL/RESIDENTIAL: Occupancy Group: No. of Stories: Lot Size: Existing Sq. Ft. Total lot coyerage % City: MC # Exp. Date: o Stove o Garage o Deck o Other 1:1.... S I-c.-JI SIZEN ALUATION: SF. @ $ /SF. = $ SF. @ $ /SF. = $ SF. @ $ /SF. = $ TOTAL VALUATION $ 225 U; 00 r.::. 1<; r.e.. S'Y -f',' ....,k I,y..... Occupant Load: & Proposed Sq. Ft. Construction Type: = TOTAL Sq. Ft. ESAlWetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other: APPRO V ALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ . PLANNINq 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 thePennit Coordinator at 417-4815 for assistance. PLAN CHECK FEE: IF-a plancheckfeeis dueitmustb-e-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. EXI'IRATION OF PLAN REVIEW: If no permit is issued within 180 days of the date of application, the application wiiI 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 ff is my rosponsibifj/y to delec;z, aro roquirod ,noithe City's, and that i must obtain such permfts prior to worle T,\Polid~\BL-110V3.wpd Applic"'" -l -;!) , ~. te: b /22 / OS / r ~ PORT ANGELES FIRE DEPARTMENT 102 East Fifth Street, Port Angeles, Washington 98362 (360) 417-4650 FAX (360) 417-4659 Fire Sprinkler System Plan Review Project Name: LeSarge Residence. Address: 728 Currier Court Installer: Innovated Fire Installer Telephone: 452-7583 Type of System: Open 130 13RO 13D~ Date: 6.27.2005 P AFD Permit #: 05-16 We have checked this plan and find that it conforms to the requirements of the code. Additional Comments: All systems, including underground mains, shall be installed by a state licensed and certified company. Systems shall be installed per the applicable NFP A Standard. All electrical components shall be compatible with the fire alarm system. A design sprinkler flow test and alarm test are required for a1l13D systems. Before final acceptance of the system, an inspection will be conducted to ensure that the installation complies with the applicable NFP A Standard. This 13D system will require a measured flow test. o Contractor o Building Department o Fire Department Reviewed by: ~ ':). OJ Date: (0'21. ~ foi 4SEASONS ENGINEERING, INC (360) 452-3023 · Fax (360) 452-3047 619 S. Chase Street. Port Angeles, WA 98362 May 24, 2005 Jim Lierly City of Port Angeles Building Official PO Box 1150 Port Angeles, WA 98362 Subject: Scope of Engineering for: FILE Structural Design Gary & Jeanne LeSarge 1_ i28j:.J.irri~r_Ct._-=. Port Angeles, WA 98362 -.....:j Enclosed is revised engineering for the Residence for Gary & Jeanne LeSarge. ~ At this time, portions of this structure that have been reviewed by the engineer f\. ;..) include: ...... "f .., Original engineering included: 1. Limited Lateral Forces in relation to bracing the exterior Living/Dining room wall. , 2. Foundation in this area. - ~ '" (Q --r This revision addresses the addition of a bay window in the dining room. Please give me a call if you need any additional information. Donna J. fBXPIR~: ~-. 0'1 Residence Structural Design for Gary & Jeanne LeSarge 803 E. 2nd St. Port Angeles, WA 98362 I 1<\S: \/i li~E D -rA 6E I) 10 ~ 1\ AJel QcJ ?a 6Q~ \ ~ ~ 13 ~ - 94 .0 5"' ~ ~~ 'IiXPIlltiS: ~. " "'l I '--'- 4 SEASONS ENGINEERING, INC. 619 SOUTH CHASE STREET PORT ANGELES, WA 98362 4SEASONS ENGINEERING, INC (360) 452-3023 · Fax (360) 452-3047 619 S. Chase Street. Port Ange/es, WA 98362 May 6, 2005 Jim Lierly City of Port Angeles Building Official PO Box 1150 Port Angeles, WA 98362 Subject: Scope of Engineering for: Structural Design Gary & Jeanne LeSarge 728 Currier Ct. Port Angeles, WA 98362 Enclosed is the structural design of the Residence for Gary & Jeanne LeSarge. At this time, portions of this structure that have been reviewed by the engineer include: 1. Limited Lateral Forces in relation to bracing the exterior Living/Dining room wall. 2. Foundation in this area. Please give me a call if you need any additional information. Sincerely 0~yV~K-- Donna J. Petersen P .E. Structural Design Gary & Jeanne LeSarge 728 Currier Ct. Port Angeles, WA 98362 DESIGN CRITERIA ELEVATION LESS THAN 625 FT SNOW LOAD GROUND= 25 PSF SNOW ROOF = 25(.7)(1)(1)(1) = 25 PSF NO LESS THAN 25 PSF LIVE LOAD = 40 PSF (FLOOR) DEAD LOAD = 10 PSF (FLOOR) DEAD LOAD = 15 PSF (ROOF) DEAD LOAD = 7 PSF (CEILING) WIND SPEED, V FM = 80 MPH 3 SEC GUST, V3S = 100 MPH EXPOSURE C SEISMIC ZONE O2 SOIL BEARING = 1500 PSF REFERENCES DESIGN STRESSES DOUGLAS FIR/LARCH #2- 2 & 4 X Fb = 900 PSI Fv= 95 PSI E= 1.6 (10)6 PSI DOUGLAS FIR/LARCH #1- 2 & 4 X Fb= 1200 PSI Fv= 95 PSI E= 1.8 (10)6 PSI HEM FIR #2- 2 & 4 X Fb = 850 PSI Fv= 75 PSI E= 1.3 (10)6 PSI GLU-LAM BEAMS 24F-V4 Fb= 2400 PSI (T) BOTTOM Fb= 1850 PSI (T) TOP Fv= 165 PSI E= 1.8 (10)6 PSI (1) INTERNATIONAL BUILDING CODE 2003 (2) INTERNATIONAL RESIDENTIAL CODE 2003 (3) TIMBER CONSTRUCTION MANUAL 3RD ED by AITC (4) CONNECTORS FOR WOOD CONSTRUCTION by SIMPSON STRONG-TIE (5) WESTERN WOODS USE BOOK by WESTERN WOOD PRODUCTS ASSOCIATION MAY 1996 (6) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1997 (7) ROSBORO-APA WOODCAD, VERSION 1 ~ 1 by ROSBORO GLULAM RESOURCES 2000 (8) RISA-2D RAPID INTERACTIVE STRUCTURAL ANALYSIS - 2-DIMENSIONAL VERSION 5.5 2001 ~ ,----- General Notes 1. Ground snow load = 25 PSF, roof snow load = 25 PSF per ASCE 7 2. Maximum soil bearing capacity = 1500 PSF 3. Seismic Zone D2. 4. Wind, VFM = 80 MPH, 3 second gust, V3S = 100 MPH, Exposure "C". 5. Notations on drawing relating to framing clips, joist hangers and other connecting devices refer to catalog numbers of connectors manufactured by the Simpson Strong-Tie Company, San Leandro, CA. Equivalent devices by other manufacturers may be substituted, provided they have ICBO approval for equal load capacities. 6. Roof Trusses: Trusses shall be designed by the manufacturer and design calculations shall be submitted for approval prior to fabrication. Each wood truss shall carry a grading stamp. Top chord members shall be sized to accommodate roof snow load and appropriate snow drifts as noted In the IBC. No field modification of trusses will be allowed without the engineer's approval. Live load truss deflection shall be limited to U360. Total load deflection will be limited to U240. 7. Girder trusses shall be attached to wall framing with Simpson LGT2, minimum 2000 pounds uplift, or equal. 8. Contractor shall provide temporary bracing and shoring for the structure and structural components until all final connections have been completed In accordance with the plans. 9. Contractor shall be responsible for all the required safety precautions and methods, techniques, sequences or procedures required to perform his work. 10. Contractor initiated changes shall be submitted In writing to the structural engineer for approval prior to fabrication or construction. 11. Drawings Indicate general and typical details of construction, where conditions are not specifically Indicated but are of similar character to details shown, similar details of construction shall be used. General Concrete Notes (The Following iipply unless shown on the plans) 1. All materials and workmanship shall conform to the requirements of the drawings, specifications, and the 2003 International Residential Code. 2. Concrete shall attain a 28 day strength of F'c= 2500 psi, 51/2 sacks of cement per cubic yard of concrete. 3. Reinforcing steel shall conform to ASTM A615-76A, Grade 40, fy= 40,000 psi. 4. Reinforcing steel shall be detailed (Including hooks and bends) In accordance with 30 bar diameters or 2'-0" minimum. Provide comer bars In all wall Intersections. Lap corner bars 30 bar diameters or 2'.0" minimum. 5. Lap adjacent mats of welded wire mesh one full mesh at sides and ends. 6. No bars partially embedded in hardened concrete shall be field bent unless specifically so detailed or approved by the structural engineer. 7. Concrete protection (cover) for reinforcing steel shall be as follows: Footings and other unformed surfaces: earth face 3" Formed surfaces exposed to earth, walls below ground, or weather: #6 bars or larger 2" #5 bars or smaller 1-1/2" Walls Interior face 3/4" 8. Footings shall bear on solid unyielding natural earth free of organic material 4 ,------ Single story structures Two story structures Three story structures 12". below original grade 18" below original grade 24" below original grade 9. Slabs shall be placed upon compacted granular fill, 2" minimum thickness. Wood Framing Notes (The Following apply unless shown on the plans) 1. All wood framing details not shown otherwise shall be constructed equal to or better than the minimum standards of the 2003 I.R.C. 2. Minimum naillng requirements: Unless otherwise noted, minimum naillng shall be In accordance with Table R602.3(1) of the 20031.R.C. 3. All structural framing lumber such as 2x_jolsts, and rafters to be Douglas Fir No.2, Spruce/Pine/Fir No.2, or Hem/Fir No.2 kiln dried. 4. All 2x_ studs and blocking to be Douglas Fir construction, Spruce/Pine/Fir construction, or Hem/Fir construction grade. 5. All structural posts to be Douglas Fir No.2. 6. All structural headers to be 4x_ Douglas Fir No.2. 7. All Glu-Iam beams to consist of Douglas Fir kiln dried 24F-V4 standard grade unless noted otherwise on plans. 8. All 2x framing lumber exposed to weather, and/or moisture shall be Hem-Fir No.2, pressure treated in accordance with the American Wood Preservers Association standard for above ground use. 9. All 4x and 6x structural lumber exposed to weather, and/or in ground contact shall be Hem-Fir No.2, pressure treated In accordance with the American Wood Preservers Association standard for ground-contact use. 10. Framing connectors, nalls, bolts, and other fasteners In contact with pressure treated wood shall have the following finishes: Wood Treatment Finish CCA-C and DOT Sodium Borate (SBX) Galvanized 0.60 ozltr ACQ-C, ACQ-D, CBA-A, CA-B, Other Borate Post Hot-Dip Galvanized, ZMAX galvanized, (Non-DOT) 1.85 ozltr. . or SST300-Stalnless Steel Steel Ammoniacal Copper Zinc Arsenate (ACZE) SST300-Stalnless Steel and other pressure treated woods. 11. When using Stainless Steel or hot-dip galvanized connectors, the connectors and fasteners should be made of the same material. Stainless Steel fasteners shall not be use in applications where contact with Galvanized and Post Hot-Dip Galvanized metals will occur. 12. Individual members of built-up posts and beams shall each be attached with 16d spikes at 12" o.c. staggered. 13. All columns In framed walls to be well nailed Into adjacent framing In order to resist lateral movement. 14. Provide solid blocking for wood columns and multiple studs through floors to supports below. 15. Provide 4x10 headers, or double 2x10 headers over and double studs each side of all openings in stud bearing walls not detailed otherwise. 16. Provide 4x8 headers, or double 2x8 headers over and double studs each side of all openings In non-structural stud walls not detailed otherwise. 17. At joist areas: Provide solid blocking at bearing points. PrOVide double joists under all load bearing partitions. Provide double joists each side of openings unless detailed otherwise. 18. Provide double joist headers and double joists each side of all openings In floors and roofs unless detailed 5 otherwise 19. Toenail Joists to supports with 2-16d nalls, 2-10d box nails for TJI Joists. Attach all beams at the roof exceeding S'O" In length with Simpson ST 292 strap each end. 20. Attach Joists to flush headers and beams with Simpson "U" series metal Joist hangers to suit the Joist size. 21. All wood stud walls shall have lower wood plate attached to wood framing below with 16d nails at 12" o.c. staggered, unless otherwise noted in the shearwall schedule. 22. Plywood roof and floor sheathing unless otherwise noted on plan shall be laid up with face grain perpendicular to supports and nailed with Sd nails @ 6" O.c. to framed panel edges and over stud walls shown on the plans @ 12" O.c. to Intermediate supports. Provide approved plywood clips @ 16" o.c. at unblocked roof sheathing edges. Provide solid blocking at lines of support at floors. Toenail blocking to supports with 16d @ 12" o.c., unless otherwise noted In the shearwall schedule. 23. Provide continuous solid blocking at mid-height of all stud walls over 10' In height unless wallis blocked per shear wall note. 24. Plywood wall sheathing for noted shear walls shall have solid blocking at all sheathing panel edges. See shear wall schedule for further notes. LP SHEAR WALL SCHEDULE 1 7 Marie Sheeting Fast/Jfler spacing Intermediate Framing '.::?~~~ p,ate n~~!ng .t Anchor Bolts M.~xlumum I NOteS allowb/e o all edges framing nan backing Sheeted Sh"ted Sh/JIJted Sh"ted shear (Blocked) spacing size one side bath sides on. sid. both sides 7/16- OSS 8d 06- OC 8d 06 OC 2x 2"0 PLF 2, J. 6 0 OR for stud framing 02"- 2-16d 0 2-16d 0 5/8- Xl0- 5/8- Xl0- 480 PLF 8d 012- OC 15 GA Of- OC for stud framln 0 16- 12-OC 8-OC 048- O.c. 030- D.C. 7/16- OSS 8d 0 ,,- OC 8d 06 OC 2x J50 PLF 2. J, 5. 6 OR for stud framing 02"- 2-16d 2-16d 0 5/8- Xl0- 5/8- Xl0- 700 PLF (9 8d 0 12- OC 15 GA OJ- OC for stud famlng 0 16- o to-OC S-OC 040- O.C. 020- O.c. 1/2- COX 8d OJ- OC 8d 06- OC Jx "90 PLF 2. J, ". 5, 6 0 plywood OR for stud framing 02"- or 2-16d 2-16d 0 5/8- Xl0- 5/8- XfO- 980 PLF 8d 012- OC 15 GA 02-1/2- OC for stud framing 0 16- DBL2x o 7-OC 3-1/2-OC 028- O.c. o ,,,- D.C. 1/2- COX 10d 0 J- OC IOd 06- OC Jx 600 PLF 2, J, ". 5. 6 0 plywood for stud ~mlng 02"- or 2-16d 2-16d 0 5/8- XIO- 5/8- Xl0- 1200 PLF IOd 0 12 OC _ DBL2x o 6-OC J-OC 02"- O.c. o 12- a.C. for stud framing 0 16 1/2- COX 10d 02- OC IOd 06- OC Jx 770 PLF 2. J, 5. 6 0 plywood for .tud ~mlng 02"- or 3-16d J-16d 0 5/8-XW 5/8- XW 1540 PLF IOd 0 12 OC DBL2x o 6-OC J-OC o 18- O.c. 09- D.C. for .tud framing 0 16- @ 1/2- GMl 5d COOLER 0 ,,- OC 5d cooler 0 ,,- OC 2x 2-16d 0 5/8- Xl0- Joo PLF J.6 I)oth side. OR OR 5d GMl 0" - OC 5d GMl 0 ,,- OC 12-OC 048- D.C. 0 Ib~th ;'d:- 6d (;WU:#f 0" OC 6d cooler 0" OC 2)( 2-16d 0 5/8- Xl0- 375 PLF J.6 OR OR 6d GMl 0 ,,- OC 6d GMl 0 ,,- OC to-OC 036- O.c. Notes: I. ALL NAILS SHALL BE GALVANIZED BOX NAILS OR COMMON NAILS. F'tJ~S rtJM..MW TH!JllJ.l..~WlNG CRITE:RIA: 8d 0 IJ1-dl X 2 1/2- In c er - . la 1- 8 m n. common - . _ a -_ m. 5d GMl -O.086-dla X 1-5/8- min. IOd common -.0.148 dla X ~ min. 6d cooler -0.092-dla X 1~}(.8- min. 8d box -0. l1J _dlo X 2;1/2 min. 6d GMl -0.092-dla X 1-7 8- min. 10 box -0.128 dla X J min. 16d common -0.162-dla X J-I/2- min. 15 GA. stapl. -0.072-dla X 1-1/2- min. 2 PROVIDE APA RA TE:D SHEA THING PL YIK)()O OR OSS APA RA TE:D SIDING 30J OF INNER SEAL OSS RA TE:D PANEL SIDING ON ALL . EXTE:RIOR WALLS AND NAIL PER NOTE: I. SPECIFIED SHEATHING AND SIDING PANEL EDGES SHALL BE BACKED WITH 2- OR J- FRAMING (PER THE TABLE) INCLUDING J. FOUNDATION SILL PLA TE:s, YERTlCAL FRAMING. AND BLOCKING. PANELS MA Y BE INSTALLED EITHER HORIZONtALLY OR YERTlCALL Y (SEE NOTE: " FOR EXCEPTION). NAILS SHALL BE STAGGERED FOR J- FRAMING. 7/16- OSS MAY BE SUBSTlTUTE:D FOR 1/2- COX PLYIK)()O IF FRAMING IS SPACED AT 16- ON CENTE:R. OR PANELS ARE APPuro ". WITH LONG DIMENSION ACROSS STUDS FOR FRAMING SPACED AT 2"- (BLOCKED). WHERE PANELS ARE APPUED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTE:R ON EITHER 5. SIDE. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE J-INCH NOMINAL AND NAILS ON EACH SIDE SHALL BE STAGGERED. 6. NAILS TO BE DRlvrN FLUSH WITH SHEA THING. DO NOT OYER DRIVE: NAILS. 7. ALL SHEAR PANELS SHALL BE BLOCKED. LESARGE SHEAR WALL NOTES 4SEASONS ENGINEERING, INC. (360) 452-3023 619 S. Chase St. Port Angeles, WA 98362 DA TE: MA Y 2005 SCALE: NONE DRAWN BY: DJP CHECKED: SHEET: "1 2003 IBC WIND ANALYSIS ai rLEASTD~~ 2003 IBC SEISMIC ANAL VSIS . SIMPLIFIED BASE SHEAR BUILDING DESCRIPTION S1 0.50 FIRST FLOOR = Ss 1.25 SECOND FLOOR = SITE CLASS 0 Yo ROOF HEIGHT = Fv 1.50 AVERAGE HEIGHT OF BUILDING 13 Fa 1.00 A~ 3 4 2A=1 8.0 I Sm1 0.75 WIND EXPOSURE Sms 1.25 WIND SPEED 100 MPH Sd1 0.50 ROOF PITCH 12 26.57 Sds 0.83 p. = A.lwP.30 SEISMIC USE GROUP 1 SEISMIC DESIGN CATEGORY 0 p. = A.lwP'30 A.= I - LC1, Ps30 = LC1,P. = LC2,p'30 = LC2,P. = RESPONSE MODIFICATION FACTOR 61/2 w- ~ AREA A, P.30 = 1.21 lb..',,,. 19.9 24.08 19.9 24.08 SEISMIC BASE SHEAR COEFFICIENT= 0.154 AREA B, ps30 = 1.21 1 3.2 3.87 3.2 3.87 CONNECTION OF SMALL ELEMENTS AREA C, ps30 = 1.21 1 14.4 17.42 14.4 17.42 SHEAR COEFFICIENT= 0.111 AREA 0, ps30 = 1.21 1 3.3 3.99 3.3 3.99 HORIZONTAL DIAPHRAGMS AREA E, ps30 = 1.21 1 -8.8 -10.65 -3.4 -4.11 SHEAR COEFFICIENT= I 0.1667 AREA F, ps30 = 1.21 1 -12 -14.52 -6.6 -7.99 BEARING AND SHEAR WALL AREA G, ps30 = 1.21 1 -6.4 -7.74 -0.9 -1.09 OUT OF PLANE WALL FORCES AREA H, ps30 = 1.21 1 -9.7 -11.74 -4.2 -5.08 SHEAR COEFFICIENT= 0.3333 E oh 1.21 1 -16.5 -19.97 -16.5 -19.97 MASONRY AND CONCRETE OUT OF PLANE Goh 1.21 1 -14 -16.94 -14 -16.94 SHEAR COEFFICIENT= 0.6667 COMPONENTS AREA ~. "'....... ZONE 1, 50sqft 1.21 -18.63 -8.63 -207.2 LONGEST TRUSS @ 2 FT OC ZONE 2, 50 sqft 1.21 -28.19 -18.19 -291.1 EAVES ZONE 3, 50sqft 1.21 -43.56 -33.56 ROOF DEAD LOAD - 590 EAVES Z2 1.21 -40.54 -30.54 -91.61 TRUSS UPLIFT HURRICANE CLIP H2.5A Holddowns ~ HTT22 to dbl stud, Pmax = 51751bs SSTB24 with 20 5/8" embedment B Residence Lateral Design Gary & Jeanne LeSarge 728 Currier Ct. Port Angeles, WA 98362 PERFORATED SHEAR WALL DESIGN WALL_ Upper f'''','''''''' Level I T WIND SEISMIC OVERALL MINIMUM PIER RESISTANCE DESIGN SHEAR TRIB TRlB WALL SHEAR SHEAR HEIGHT WIDTH HEIGHT WIDTH MAX OPENING % OF WALL % OF FULL ADJUSTMENT SHEAR WALL ROOF FLOOR UPLIFT PANEL PLF PLF FT. FT. FT. FT. HEIGHT (FT.) HEIGHT HEIGHT SHTHG. FACTOR PLF TYPE FT. FT. LBS. WALL A 70.0 62.2 40 Ik::~ A 560.0 497.2 8 PE-m_ 0 1.00 497.2 4 :" '.','.' .......Ii~ 4420.0 ., MAIN LATERAL FORCE RESISTING SYSTEM - WIND LOADS SEISMIC LOADS (AREA)(PRESSURE)/LENGTH = SHEAR WALL TRIB WIDTH HEIGHT I PS FORCE LENGTH SHEAR TRIB WIDTH DL SHEAR SHEAR SHEAR AREA FT. FT. PSF LBS FT PLF AREA FT. ~ PSF COEFF. LBS PLF WALL A A 24.08 ROOF .":a:::'2. B 3.87 FLOOR ""c.".' ":,c:~) C 17.42 WALL 0 3.99 2800.0 70.0 ETC. 0.154 2486.2 62.2 .-t\ L~A'D \- :::. 2~oo 40 eioVt::Rf'-J~ 'D€~\ 6N ~ (fi ~~ , ~ 1---) A.---~---' fI i \ = ,0 PlF t U 10" b ,---- A 't1"TT 2.1.. \0 "D 6L ~TUD ~~""t02..4 /,}.II "2-o~/e;1 Ef'Jie, G) '/z II 'PLYw e:>o D, 10 J t-:JA I\.-? ti2 ~ II o,C . os ~ E ~ t-t EA'R \.../,6,. L L a,.:) C.I~ tS; Dt; I- t: -rR. 61~ -rO!'Tt:>~~jCIJ'fPL Eo \~ P4(i},~IO\.c.t (4j , on A S---L , ! 5!OX4! SUOER 5!OX4! SLIDER i! ! i i , ,I 3/0X4!O 3/0X4! FIxED Flx~Q. _ !6X6!B .,j' -- MASTER BEDROOM CAltptT flJifi/,'I';'i" q- ~ ~ ~ _/ ...~'\--'" eo~~QLl lOlV :: / 1>'- l~ 'T :11 0, -! 5'-4" "-.I_.2.~~!Q -.._ i ::; ,-. .......... \'- ~.24.0) "@. CID-t- '),(".~,.;::/:1:1 .,. ~-'> I \..'.~: ,: ' . tL' o w J> > ~ (:)! 7'-6" S' 0" I , , 0, .1; ,,: 6'-e- 1J'-4" COVERED PORCH ",-...-"-' --------) ....-----@>--- GARAGE CONCRETE ~co ~ 0: ':'j I o~ ~tI.~!$! ~i I .; NaJ , O. -----~' r----.---.--.---_________ , ~Ill~:~o.A_~.O ., -I r''Z. - t -;:-, I 'v< I ~- "'":;-~"'-"'-' ~ -h _ __.'.0 . .\.Ii,' ~_..--_. I' ~~ N~ ,j; Inv,/n';-;:;;-;:;:'" -'-- -\0-- ,--'-- r== T- L't!t~I'~- L j;: 1 I 24 a: ~ I::; 27 1 1 52.1 . co:X:'~ I I ~____ I 1;j~I; 11 I I ' .', I.'r" ...... ; . 1;1 . i ....:-:...1 . 2 X: 8 P.T. LEOI:ER wI 1 . I 51 1 I. 1 16d 0 8" O. . ~ BrAM1 1 ~ "L i..J 1 . 1 '1 124. : : r i ,1:0 8"XI4" FNON. VENTS.-./I .1 . J I -I. I -I~ '" LOCATE AS SHOWN 1 I ~~i~~~L I ~~: LIT~4 .1 ri !':.! 2 JOISTS "', ~i., +-&~4 : .: I . ~ 6 I 1 [~~j-ut [~~d~---+ ~I r-L, '2.1 !::i 24 I CRAWLSPACE ~; I +-+-~ 1 II 9i 6 MIL (BLACK) V,B, N L ..J 1 1 "". ~;Q.__'ol 1:~hi"~N2W();. il::': 0.1' ,f! ...... I' 1 I r T' ',I ''''I I ,.;115 : : 1 . I 1 .:, \ a: ,I L ,'I 1'1 l. , 1 'I . I I 1 I '1 .\ :1 1 1 1'1 'I 'I , I 'I ':1 1 'I .1 'I . I I " 1 1 1'1 I: L I .. 'r I, , : I 1 .'1 , I ,I :'1 1 "L_ 7T ~' I i , I i 9 1/2" BCI 450 1 o 16" O,C, r!' 1 -I--' L ..J 24 J:,i IU- L~..J .oci~ 12: O'''";rr ,;, -',,- LfT t, 24 '0 1 I . SLAB ON GRADE ~~O~~NX~,gE F~~/ HOUSE ~co ~ \) i BXPItiI., ReI', .-A ..,~ 'Of 1 52.1 9 1/2" BCI 450 o 16" O,C, TOP FLANGE + jG~~ '01 ~I I 2 52.1 SLAB 0 GRADE 4" CONCR E SLAB/ 4" COMP TEO FILL / SLOPE TO OOOR STEP FNpN,-' OOWt 4 · " I ~ o~ gc; .,~~k 3 52.1 ----------1 ..i ---------- ~ 1 '2,1 -.-,; STEP !OOWt 4 52.1 '3 52.' 1<EV l~1S" 0 FJ .24' o~- II Eagle Point Project: Lot A24 Highland Estates Job: Extreme Builders Client: Extreme Builders DINING BAY WINDOW HDR-RoofBeam Page 1 12:13:24 OS/24/05 Designed by: Donna Petersen Checked by: Input Data Left Cantilever: None Check for repetitive use? Yes Dead Load: 17 psf Allow. LL Deflection: U240 Eb: 1800000 psi Main Span: 10'6" Tributary Width: 22' Live Load: 0 psf Allow. TL Deflection: U180 Fv: 240 psi Right Cantilever: None Slope: 0:12 Snow Load: 25 psf DOL: 1.150 Fb: 2400 psi Design Checks Max. Value Allowable % of Allow. Location 4851 4997.21 97 tI 0' 2208.59 2760 80 tI 5'3" 137.043 276 50 tI 9" -0.2684 0.525 51 tI 5'3" -0.4509 0.7 64 tI 5'3" Reactions and Bearing 0' 10'6" 1.5 1.5 4851 4851 Self-weight of member is not included. Member has an actuaVallowable ratio in span 1 of 80 tI %. Design is governed by bending fb/Fb. Governing load combination is Dead+Snow Condition 1 w/Pattern Loads. Maximum hanger forces: 4851 Ib (Left) and 4851 Ib (Right). Program Version 8.2 - 1211712004 lz.... I <( '"-', ....D\ (,'\ (\~ 'bCl~\)J $,c.:~ c"'rO ~\O~... , ~I ~"?A~ <:.. \0" I.J; f,U~: '2 '2.. (~6) :: S"bO 'Pu= wQ -:. -;.., (Y-1 J ~ :31'1- ?L\~ '.......,.,'i. /,..-l a.,1.e)~,O"(.,,.. ..~" f..",~:,~ ~~,~'v\, /'" "'\').,,, ii' ~\"'. \ ; L. L' "'I,)" )1 <:=-, J P 2 e th t;;l I..... ,: /" ~",...... ,,,~..,,. ..,:::. (> c.;I ,) '" ", I IIJ \'t~_._, -, . .0 ~ ,,:~ \ '5'" ,." ;--.-. , -~, J." \ I" I , 9, 10 ~ cP ~$. \)"\ ... \y -3 / " . / 0'-& \ / " """"'<t"'''''''~'''''''V_'_-''''~''''''' T,. '-'~' ~t/f,\(. q Iv\ .. ncoCg,.: j 1 ""'~ '5"":> ~ -r t. \b5 ~~\t'"\ :f-~~~~l ~ ~ '3~ /8 \n"!. L l..f ( \4 ~C>l ~5 ~ql ~D \n~ Co t..> I\.>Q,d ~ (;r~ '- ~~_ir-L 1L .. _____ HAI'06. A ~ ~p L If "D8L '-- D12.6€n ,(2. t) t~ ~ "'P E' 12- 1"1 A..., Q F' AC.. ,\A?.E'~~ ~lH?~OP t"\ t;)T G "il B ? t,.A'- l! Co t::' t-j'f' E.fl of" ~T12-~'" @ E.DbE. CF '\O\i.A.~ I T~()~5 "'Bti.~D ~.,.~? ~~Vt-:O ~E:Art\' HA\L (-aw) l~d ~l DATE: ~ ... 14 "Op;) l~~:." :'1.,.~.~ 5" lA SA~bE. 4SEASONS ENGINEERING, INC (360) 452-3023 619 S. Chase St., Port Angeles,WA 98362 SHEET SCALE: DRAWN BY: CHECkED: OF ,~ ~ 'Y6 ,,__, , __~ . u Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property zoning . . . Application valuation CITY OF PORT ANGE~ES PUBLIC WORKS- ELECTRICAL DIVISION J21 EAST STH STREET. PORT ANGELES. WA 98J62 " v_ vvvvv_vv 465400 728 CURRIER CT 06-30-14-6-5-0240-0000- RES NEW SFR __V~ oJl .4.J../ U~ RESIDENTIAL HIGH DENSITY 118987 Owner Contractor LESARGE ,. GARY/JEANNE 803 E 2ND ST PORT ANGELES (360)457-1829 Structure Information Construction Type Occupancy Type Other struct info EXTREME BUILDERS ..50 PERCY LN WA 983623619 SEQUIM (360) 417-0679 000 000 1552SF SFR W/ATT 484SF TYPE V NON-RATED . SINGLE FAM & CONGREGATES TOTAL % LOT COVERAGE CONSTRUCTION TYPE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS INC WA 98382 GARAGE 40.00 V-N 1. 00 1. 00 5035.00 2036.00 2036.00 1. 00 ~ &; Permit . . . . . Additional desc . Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL TEMPORARY SERVICE~ JARMUTH 48686 JARMUTH ELECTRIC 42.20 5/11/05 11/07/05 plan Check Fee Valuation .00 o Qty Unit Charge Per 1. 00 42.2000 ECH EL-TEMP SRV - 0 -60 SRV FDR Extension 42.20 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. (Ord. 14.36.050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain locations. New subdivision outside the four minute response time shall be equipped with a residential sprinkler system that is installed and maintained in accordance with Uniform Fire Code (UFC) and National Fire Protection Association(NFPA) standards. Proposal will result in th~ construction of a new s.f. res in the RS-9 zone for a total lot coverage ,of 40% which is permitted for the site which is in an approved PRD. No land use issues are noted. Electrical permits are required. $713 Electric Service Connection Fee Applies. Public works el~ctrical engineering has no requirements for this plan review. Any modifications to the electrical facilities will ~ " It . Q COMMENTS! ACTION NEEDED r ELECfRICAL PERMIT INSPE~J.ON RECORD ~ . . - . CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNlfA WFUL TO COJlER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATI AcClPTID COMMINTS YIS I NO . IlITf :H . lU'llTGH-IN /l,;UVbK :S~K Y 1\';~ . I I I . . I f ft~"(';ENERAL COMMENTS: &.#1 ""I! ~~(l .. PW.II02.IS 1061 .. .~... ,,~ ~ ( Iii tr dI .. If; I~ ~~ ~.' ..-~~: .;t' t\ · ~ S D8 ~r;;? CITY OF PORT ANGEI,.ES PUBLIC WORKS . ELECTRICAL DIVISION ~2IF..AST 5TH STREET. PORT ANGELES. WA 98362 'i, " Application Number . . . . . 05-00000200 Application pin number 465400 .r~~c: ~ Date 5/11/05 Special Notes and Comments be at the customer's expense. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. Construct driveway to City Standards. No concrete with exposed aggregate allowed in the City road right of way. Other Fees SEWER SYSTEM DELV CHARGE STATE ~URCHARGE PW WATER SYSTEM USE FEE 745.00 4.50 1025.00 Fee summary. Charged Paid Credited Due ----------------- - - - - - -.- - -- ---------- ---------- ---------- Permit Fee Total 42.20 42.20 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1774.50 r/74.50 .00 .00 Grand Total 1816.70 1816.70 .00 .00 ., COMMENTS/ACTION NEEDED ELECfRlCAL PERMIT INSPE~.ON RECORD ,; . .. '. , CALL 417-473SFOR ELEc:nuc~Jl'{SPE(;not'~;.~PROYIDEA~24 HOUR NonCE., IT IS UNLAWFUL TOCOJlER, 'INSULATE OR CONCEAL'ANY WORK BEFOREi'ttsiNsPECTED AND ACCEPTED. " KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPEC110N TYPE COMMINTS NO GENERAL COMMENTS: pw.lI02.15I.wJ .",'" ~c, 1.-<0 ,,\PCU~ -?,P pO~ '6'0; -9t9 .;Y '''"-9 ~ ~ ' <6) / /' . ~n ~~. ~~ / \\'. 6' ~o, / ,~ }< /1 / I / I I ~~~ 6J y"..,:<'~ t\ @ ~oo ()~-<, y,' @ r:?>"\' 4).,pl- @ :oS 2>.;j~ ,~0"'" @ 2>~'S ,,~0 y, @ 2>() ."\~S~~ .---/" --- I IC~~ L_->.I OJ tv ," o :C"l'" ~ I ~ ~ 'l.,,4l t:A" _ -"l'\ (f\ ?v<& ...,.< ~ ~ &.1"'~ . 4 " ..~c0 ~~O<O 42~ ~ ",,'Y"" ~ ,<"'~ ,-'\ ~\ Y) "".... . ~ ~ ~h~'\ r-Y\\ r:1-1:> ~'? cf / ""4-5' COIV/M ON AREA I ~-~u--?/o ~_ 0'(<-/\, -----..:-'V ~ <:~ 30' ___________ / 6l I ':5' 'In I / / I ."::; ....: t._ <.... ) ....:...:" .:::::: ,... TEIV/PORARY OPEN SPACE / / / / / / J --- -- ------- ------- /C-::~~~-,.:-:.1"l'~5"\ /:.:.J(:.;", (~;E3 NOTE: TJ-IIS MA.C PURPOSSS THE SUR v, BUll-DING TJ.-IIS MAP < FOOTPRINT. aGrW€:SN e LINSS MA~ RGPRGSSN S€:TBA CK D \"/()l~._ (..//\._~.;; {~.~:. :::'::1::';: (j,!--- ,.5....L/ ()l~;"::> '~r" 05/09/2005 10:15 350-581-7272 JARMUTH ELECTRIC PAGE 01 !ip t' . :~i: .!JM\..:;::,: .,;~!,;~~~>_,,::.'Mif::'il;.'tI.' ,n 11'11" ,.,....,,~~. -----'_. ril rl I Contractor DOwner . wonv PERMIT APPLICATION ELECTRlCAL.1'D- J / ~eQuest Inspection v,'VJ ( ~ tI I Malnt 0 Sign' 0 Tbtrln..tat IJ Telecom, . Elect ca R..lde.tlol IJ ResIde. a o AD'Oual Permit o Alarm o Carnival [) Commercial Installation description Job wired by urflectrical Contractor DOwner Te;;.~J Sau/r:~ Electrical contractor uamc e::fj :J:;, I-icensc number .r~r""..-H, F/.e. "Ie- 0::..- Pu",h.m', m.~ add",. 'a-~ 5>-1- 3~' w'q5~1" c' State ZIP ~ ~ !!: ..~'<..;...... WA- Cff"3 'Z- ieltone number 'b;,mber 8":2, - 1-7:277- preml.e. owncr', A_me 5 ,All,.. Le """'e-~ Addre.. or In.pedlon 7:;;)1,- Cu.r rl'e.,. r:+- City 'f'~ .....+ AN I.s. " I o Cash Cl Check # I hereby certify that I am the owner of the above named property Of :I licensed IItCredit Card Visa Mastercard Discover electrical contractor (or tbe fmn's authorized agent) and am making the electrical installation or alteration in cOmpHance with the electricallawl Chapter 19.28 RCW. Card # _.LMl..:.E~-____'____ Slen.eure or owner, eledrltal eoner.tlar or eledrlcal .dmllll.tntor Expiration Date X /}J,. i~ of card ( SnspeChon fee V , WALLS CEILING THERMOSTAT SERVICE Insulalion Only Insul.ation Only DI." Approud 8y ../ Dale: ,\ppftW'ed By Dl.le ~e48y Dl.le ApPfV"Od By r DITCH tu.uf.K Cover Cover Dl.le ApproVN By OtiC Appl1lvllll8y , ".., AtPtowed By Dl.te AppftI.n By ~ t) ~ '\J ElectriclIlload Additions end or lubtr8ctlons o NO LOAD CHANGES IJ B....bo.rd _ KW (J Fumace KW o Hast Pump _ Ton _ LAR a Fan.Wall KW v!~ Service Information Cl Overhead Service Cl Temp Service l:J underground ServIce VoI1aga Phe...Ol0a Service SIl.:_ Feeder Size: Inspectioo Areal Building or Equipment Inspected A.ction Taken Electrical pm / Inspector ~/lrJ /0< u(c.. - (bf7/:S ~Ned-:tr ~- .,. 'aU...) ) , f ~ . 6/, hS' :0). ~ I. , 07/01/2005 15:27 350-581-7272 JARMUTH ELECTRJS:: . PAGE 01 v( p ~~ ~ ~ttrlCa1 Contractor 0 o..Der ~ . C AaIlUal Permlt C Alarm C CaraJval C Commercial ~Ideadal JDb ",Ired by (!((IectrIea1 CODtractor 0 OwIIcr ELECTRICAL WORKl"tRMlT APPli.ICATlON C Retldeadal MUoI. C SIp. C TIIermoltat t /'inllllt.lIatioa. dc:acrtp\iOD IJ~I...l?" 'J ~ 1iJocom. . -..... .. Electrical contractor Dime k Liccnae numboJ ':!".a~""loltL k-{~ ic- ~~, PurcIweI". mai1ina addle" .J".", "3 ~ W M.jA!.ck/~ ~ l- Cily . to ZIP ~&l i1V-- 11/11-- ?g-5e-~ T.loph~..~ n~be, . , I F^'5 numbe< _ _ _ /L'ir:i{-~/4"1 /;'r;.J_/ZJ 2...- rretnl... owaer'. Aam. ,..(.e$q~c... Ad.re.. Dr lalpeetloD , 7~i" rU,.,..ier- . + ell, -V.. 1 L ,~ '50 u 4".?7 -I t3VJ tM.h</~ I /552- 4f?cJ J-O J t? SQ rT. 10 Cash 0 Check # I P Credit Cllld VIsa MllIltercllrd n\-cover k:ard#. ____.____-~___.____ IExpiration nate / k>r card ( S'cii"9" ~ 0 [ hereby certifY that I am the OWDelr of the Above 11Iuned property or a licensed oloclrical con1rOeiOl' (or lhe furn', audlorized Igent) end am moIdng lbc oloclrical installltion or olterati.. in compHOl1CO with lbo olectricallow. ChaplOr 19.28 RCW. SllOifj or o.oc'j olootrlcll co.t...... .. oloctrlcal OdOllol....tor X __~ ~~_ _ ~ WALLS In'ulltion Only """,,,"0)' /'~SERVI(~ __ _ 10 r 1.4,,() ~ """ . By ~ ~, /' CEIUNG IMulation Only " 1BERMOSTAT /' , .Dl.l. .+.,prond By '7/-0""" Covor Ar...o I.le AIP~ By Pile ~B)' i In.Sovcr 4rfl ~. ~By '- gAbJ~ or - - , Electrical Load AddItion. and or aubtr1lCtlon. C NO LOAD CHANGES CBaaebollrd KW a Fum... ~KW CHoat Pump ..a Ton ./,J,. LAR a Fon.Wan _ KW C Overhead San 'co C romp Service fl Underground ~ca Vollage I~/Z" lIP Ph_1lf'1 a 3 So.-. S1ze~ ~ ,h ..../. Feeder Slze':'~. V~-"., Inlpection Date 7/<0 () l~ /ciL'- / - 0 ~ ~ ~NA't- ~c.-F'3If3 \. ------------ LJIh () ) ---------- -.. A"tlGn Taken Electrical Inlp_octor"", ~.I;J Arc.. Building or Equipment mop ---~ ;1,c> .hr) . /M 7. ',3ft5" FROM HI-TECH ELECTRONICS FAX NO. 360 452 8560 Jul. 06 2005 02:44PM Pi ~F.lectrical Contractur o Annual Permit 0 Alarm ~.'J-:;.~:S"';(:. =, o Owner ,~'" ELECTRICAL WORK pERMIT API'LlCATlON o Request Inspection r l[nstal1atinn dcsl:riplion Job ,.ired by ~Electrical Contractor DOwner Electrical contractor nam~ License nwnbcr -.l1~ -rG::.1-I c<--6--ru"",,,c....5 Av ~(" I <;f~€f<.- ~j'f.&- Purchaser's mailiTl!; adtlress 1'13 E f&..O'J"'''''''- S~ City fa...,- Stl\tc ZIP ~~ (...;Pr m~.?- Telephone nuI11bcr FAX number 'y,r, <{'<Z -27 z.. 7 3bo 4 'S" z..-<tS""'-e> Premi~es OWI1"'-" narne /..1- "iM.U Addrcu or inspection 7ZB " {)'IJ"€fL - Cl:iv ~1 City fhp< ~~ o Cash o Check # O,....} . ~1 1 hc~)' certify that I am th~ owner of the above named properly or a liccn$ed ~..editCard ~ peW:: cleclrical contractor (or the finn's authorized agent) and ,un making the electrical visa Mastercard Discover inst::ll1ation or alteration in compli:ulcC with the clcctricallaw, Chaplet' 19.28 RCW. Card # - - - --.-- -- ------- ---- VSigo3turc of owner, electrical c:ontraclor or electrical administrator Expiration Date "X~~ "of card ( ~",p:;t ;;~ a Carnival 0 Commercial fi: Residential 0 Re~idential M:lint. 0 Signs a Tbermo)HI 0 TelecOR'. f71."'L .-s:over ;;;;' ~ .Arprov~c1B)' / CEn.ING In:>u13rion Only D~le AIlp(Q~ell ~y 4~sCOVC'AaJ ~ Ie Apprevt:dBy ./ THERMOSTA:f O~l~ ^-PIlI'OVe" II)' DlTCH nflle Arl>l"ve~ B>' /" SERVICE Dale .....pflmvedDr FEEDER " UlllC ^pprovo;dBy / I' WALLS Insulation Only Electrical Load Additions .and or subtra~tions tJ NO LOAD CHANGES o Baseboard KW o Fumace KW o Heat Pump _ Ton___LAA o ran-Wall KW Servlc~, Information Q Overhead Service o Temp $ervic:o o Underground Service Voltage Phase 0, 03 Sarvice Size: Feeder Size: __ Inspection Dille Area. Bui Iding or Equipment 1 nspected Action 'Caken HICClr1Cll.1 Inspector /z..-/... O$" N-'h.-- /?('tJ . ~ ----