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Home My WebLink About727 Currier Ct - Building CITY OF PORT ANGELES . DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET. PORT ANGELES. WA98362 Application Number pin number . . . . Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name property Use . . . . ti>roperty Zoning . . . Application valuation Owner CLARKB, THOMAS 1215 W HWY 101 #27A PORT ANGELES (360) 452.77.49 Structure Information Construction Type Occupancy Type Other Lnfo WA 98363 2/07/05 05-00000058 Date .227612 727 CURRIER CT 06-30-14-6-5-o.070-0000~ RES NEW SFR RESIDENTIAL HIGH DENSITY 118919 031'5 tff' {JJ Contractor EXTREME BUILDERS INC 50 PERCY LN SEQUIM (360) 417-0679 1786SF SFR W/A'l"l'ACHBD 550SF 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 49.80 V-N 1.00 1.00 4750.00 2368.00 2368;00 1.00 .C? '3\0..+ \ ", ..,b ~ ~ ~ f' ~ ~ ~ ~ ~ ..J tJ -' <? i 1 ... ,. ~ 1 (> -t ____._w__________....~_~_________.______________________...__________________ I f Permit Additional dese . Permit Fee Issue Date Expiration Date MECHAN:tCAL PERMIT 1.00 4.00 1.00 ~;\:' Charge Per '.3.4.7000 ECH 7.2500 ECH 50.0000 EeM Qty Permit Additional desc Permit Fee Issue Date Expiration Date PLUMBING PERMIT Qty uni t Charge Per 10.00 1.00 1.00 1.00 7.0000 ECH 7.0000 ECH 15.0000 ECH 7.0000 ECH 140.70 Plan Check Fee 2/07/05 Valuation S/OG/05. .00 o -------------------~---------_._-------------------------------------------. BASE FEE ME- INSTALL 100- FAU ME- VENT FAN ME-WOOD BURNING APPL. Extension 47.00 14.70 29.00 50.00 146.00 2/07/05 8/06/05 Plan Check Fee Valuation .00 o BASE FEE PL- EA.FIX'l'URB ON' ONE TRAP PL- EA. INSTALL WATER PIPE PL- EA. BLDG SEWER PL- EA. WATER HEATER Extension 47.00 70.00 7.00 15.00 7.00 .------------------~-------------------------------------------------------- Permit Addi tional desc Permit Fee Issue Date Expiration Date BUILDtNG PERMIT -RESIDENTIAL 1123.65 2/07/05 S/06/05 Plan Check Fee Valuation 449.46 118919 ~.: Qt Unit Char e Per Separate Permits are required for electrical work, SEPA,Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work Is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last Inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. . All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authori te or c the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent ~ Signature of Owner (if owner is builder) ,[}ate T:\Policies\ll 02_15 building pennit inspection record05,wpd (11412005) ',.. i '.' !,<,', CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECfRlCAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS ,UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTIC~;IT IS UNlAWFUL TO COVER, INSU/4TE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION. KEEP PERMIT;CARo AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE FOUNDATION: FOOTINGS W ALiS BUILDING PERMIT INSPECTION RECORD DATE ACCEPTED' , YES ,NO, ,; . I" " ., FouNDATION DRAINAGE ,'ooWN spouTs PIERs "'i ....,'.' '. AIR SEAL ~S ""TT n..,., ~... It",- JOISTS IG \. _~AR WALlJH<:lWJ~N~ _......~ 1 R~cEliING DRYW~T RBRACEDPANELONLY) 'T-BAR' '-.J '. PLANNING DEPT. SEPARATE PBRMIT#'s P ARKINGILIGHTING L.1NDS~PING. '. . ">:,' i. "," RESIDENTIAL. , POSTHOLES '(poLE BLDGS.) PL.UMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE (METER. TO BL.DG) GAS LINE BACK FLOW 1 WATER, IlI!SULA nON SL#I'.,.. \':lAll1 FLOOR 1 CBalNG MECHANICAL. HEATPUMP 1 FURNACE 1 DUCTS G~ LINE W~OD STOVE 1 PELLET 1 CHIMNEY COMMERCIAL. HOOD 1 Duers MANUFACTURED HOMES ~o..0,TING 1 SLAB gi:.bCKING &;HOLD DOWNS SKIRTING ELECTRICAL ; LIGHT DEPT. , CONSTRUCTION R. W.I PWI ENGINEERING ", FIRE ..' . '.' PLANNING DEPT. . BUILDING , , ..; .' .'" . " ' . .' '. , . , ..... , " I " c' '\ ~ . '< " '. , , - I I ' " - . . > " I '. I . . , . . , , SEPA: ESA: '. ~'--' .... ,,' "0 :. SHO~: .,," FlI'lAL ~~JK:TIO\llSJtEQUIRED PRIOR TO occ(JP,o\,NC'YIUSE<" '0 >, " " DATE' YES NO o;COMMlmCiu. ;'"," '. ... 417-4735 Er.ECTRlCM. ' . '" UGHT DEPT' , CONSTRUCTlON- R. W. P~lEN~G FIRE DEPT.' , PLANNING DEPT. , 417-4807 417-4653 417-4750 417-4815 '. ....,.. BUILDING: T:\Po1ici~\1102_1S bwlding pennJt Inspection recordOS.wpd [11412005] COMMENTS ~ DATE , , " ' .. . 'ACCEPTED YES NO - ',\t CITY OF PORT ANGELES DEPAR1MENT OF COMMUNITY DEVELOPMENT - BUILDING DMSION 321 EAST 51H STREET, PORT ANGELES, WA 98362 Application Number pin number . . . . Page 2 Date 2/07/05 05-00000058 .227612 Qty Unit Charge Per EXtenSion 1017.25 106.40 BASE FEE 19.00 5.6000 THOU BL-100,OOl-500K (5.60 PER K) .~---------------------------------------------~~~~~-~-------------~---~----- Special Notes and Comments Building address sign shall nO,t be less than ,6" &: not more than 12" in height. Numbers colors must coritrastwith 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. NO OCCUPANCY WILL BE PERMITTED UNTIL FINAL INSPECTION IS APPROVED BY BUILDING INSPECTOR, PUBLIC, WORKS & ELECTRICAL INSPECTOR. , This subdivision requires that homes 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. The proposal will result in a new s.f. res located in an approved PRO for total lot coverage of 50t which is permitted inthisPRD. No land use issues are noted. Electrical permits are required; Residential Connection Fee Applies $713.00. Any modificat~ons to the electr~cal facilities will be at the customer's expense. None anticipated. 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 is 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 1410.35 1410.35 .00 .00 plan Check Total 449.46 449.46 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 3634.31 3634.31 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This pel1Jlit b~~omes null and void if work or construction authorized is not commenced within 180 days, if construction orwork is suspended 'or abandoned for a periodof180daysafterthework as commenced, orif required Inspections have not been requestedwithin180day~fromthe 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 Owner (if owner is builder) Oale' Signature of Contractor or Authorized Agent Date , T:\Policies\II02_15 building permit inspection record05.wpd [1/4/2005] !: Ii i CALL 417-4815 FOR BUILDING INSPECI10NS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT ISUNLAWFULTO 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 BUILDING PERMIT INSPECTION RECORD ,. .~ .. . i~ INSPECTION TYPE DATE ACCEPTED I YES NO COMMENTS ,," FOUNDATION: FOOTINGS I,O;.-^ ^ - J. L . WALLS 1')._~~n.s..1 LIr FOUNDATION DRAINAGE/DOWNSPOUTS IT......I "-- 14,1 ) PIERS POST HOLES (poLE BLDGS.) PLUMBING UNDER FLOOR/ SLAB ROUGH.IN l , , WATERLINE (METER TO BLDG) GAS LINE BACKFLOW/WATER AIR SEAL WALLS CEILING FRAMING , JOISTS / GIRDERS SHEAR W ALLIHOLD DOWNS WALLS / ROOF / CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL / FLOOR I CEILING MECHANICAL HEAT PUMP / FURNACE / DUcrs GAS LINE WOOD STOVE I PELLET / CHIMNEY COMMERCIAL HOOD / DUCTS MANUFACTURED HOMES FOOTING / SLAB BLOCKING & HOLD DOWNS SKIRTING L.LI-"" -- J.. LJ L"-ICiI_ttj,y fl-L 8(z.1/~ r Jvc'" CStfoW~ ~~) - W-IlR-C'&- I..J t-L I 'i -1- t9.S' 1..1 LI u-^ n ---, ol', lJ - q-05" .J "L.. I " PLANNING DEPT. SEPARATE PERMIT #'s PARKINGILIGHTlNG LANQS9~PING , " " " SEPA: ESA: SHORELINE: ; RESIDENTIAL FINAL INSPECTIONS REQUIRED PRIOItTO OCCUPANCYIUSE " DATE "YES NO COMMERCIAL DATE , " , . ACCEPTED " "YES. NO ELECTRICAL ~,L1GHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION - R. W. PW / ENGINEERING CONSTRUCTION R. W./ PW/ ENGINEERING ". FIRE 417-4807 417-4653 FIRE DEPT. PLANNING DEPT. I, PLANNING DEPT. 417-4750 I * BUlLDING 417-4815 \{1+ / DC, T:\Policies\II02_15 building pennit inspection record05.wpd fll4l2db5] ~J u.- BUILDING , ; S ~r~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ~21 EAST 5TH STREET. PORT ANGELES. W A 98~62 n~ Application Number pin number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property Zoning . . . Application valuation 05-00000058 Date .227612 72 7 CURRIER CT 06-30-14-6-5-0070-0000- RES NEW SFR 2/17/05 RESIDENTIAL HIGH DENSITY 118919 Owner Contractor WA 98363 EXTREME BUILDERS 50 PERCY LN SEQUIM (360) 417-0679 1786SF SFR W/ATTACHED 550SF TYPE VUON-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 CLARKE, THOMAS 1215 W HWY 101 #27A PORT ANGELES (360)452-7749 Structure Information Construction Type Occupancy Type Other struct info WA 98382 GARAGE 49.80 V-N 1. 00 1. 00 4750.00 2368.00 2368.00 1. 00 Plan Check Fee Valuation .00 o. .~ ~~ ~ ~l ~} (\ l Permit Additional desc Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL TEMPORARY TWETERELECTRIC TWETER ELECTRIC 42.20 2/17/05 8/16/05 SERVICE Qty 1. 00 Unit Charge Per 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 611 & not more than 1211 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. NO OCCUPANCY WILL BE PERMITTED UNTIL FINAL INSPECTION IS APPROVED BY BUILDING INSPECTOR, PUBLIC WORKS & ELECTRICAL INSPECTOR. This subdivision requires that homes 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. The proposal will result in a new s.f. res located in an approved PRD for total lot coverage of 50% which is permitted in this PRD. No land use issues are noted. Electrical permits are required. Residential Connection Fee Applies $713.00. Any modifications to the electrical facilities will be at the customer's expense. None anticipated. Sanitary sewer connection inspection is required by COMMENTS/ACTION NE;EDED J ELEcrRiCAL PERMIT INSPE~JON RECORl) CALL 417-473S FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE; IT IS UNLAWFUL INSULATE OR CONCEAL ANY WORK BEFORE lTIS INSPECTED ANDAq;EPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPKC110N n'PE GENERAL COMMENTS: DATE PW.II02.1S 141961 $~ ~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ~21 EAST 5TH STREET. PORT ANGELES. WA 98~62 ( Application Number . . . . . 05-00000058 pin number . . .227612 Page 2 Date 2/17/05 Special Notes and Comments Public Works prior to back fill of ditch. Construct driveway to City Standards. No concrete with exposed aggregate is 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 17'74.50 .00 .00 Grand Total 1816.70 1816.70 .00 .00 COMMENTS! ACTION NEEDED . ELECfRICAL PERMIT INSPE~JON RECORD '} . .. . CALL 417-4735 FOR ELECTRICAL INsPECTIONS. PLEASE PROVIDE A MINJMUM24 HOUR NOTICE. ITlSUNLAWFULT()i:q~ INSU~~OR CONCEAL ANY WORK BEFqRE IT IS INSPECTED AND ACCEPTED. .... .... KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE GENERAL COMMENTS: DATE ACCEPTED \ YES NO ( r~ COMMENTS SC/~ . .J ~~ PW-U02.IS (4196) r--- ~ S as "Iolr~ CITY OF PORTANGEl"ES PUBLIC WORKS - ELECTRICAL DIVISION ~21 EAST 5TH STREET. PORT ANGELES. WA 98J()2 4 f Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 05-00000058 Date 227612 727 CURRIER CT 06-30-14-6-5-0070-0000- RES NEW SFR 4/26/05 RESIDENTIAL HIGH DENSITY 118919 Owner Contractor CLARKE, THOMAS 1215 W HWY 101 #27A PORT ANGELES (360) 452-7749 Structure Information Construction Type Occupancy Type Other struct info 000 ~XTREME BUILDERS INC 50 PERCY LN SEQUIM (360) 417-0679 000 1786SF SFR W/ATTACHED 550SF GARAGE 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 WA 98382 WA 98363 49.80 V-N 1. 00 1. 00 4750.00 2368.00 2368.00 1. 00 ..J )J -.J Permit . . . . . ~dditional desc . Permit 'pin number Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL TWETER/ 2336 SQ FT SFR. 47365 TWETER ELECTRIC 143.20 4/26/05 10/23/05 ~ Plan, Check Fee Valuation .00 o (\ ~ ~ r ... tt- r Qty 1. 00 3.00 Unit Charge Per 73.0000 ECH 23.4000 5C EL-R-SQFT FIRST 1300 EL-R-SQFT ADDITIONAL 500 Extension 73.00 70.20 Special Notes and Comments Building address sign shall not be less than 6" &.not more than 1.2" 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. NO OCCUPANCY WILL BE PERMITTED UNTIL FINAL INSPECTION IS APPROVED BY BUILDING INSPECTOR, PUBLIC WORKS & ELECTRICAL INSPECTOR. This subdivision requires that homes shall be equipped with a residential sprinkler system that is installed and m~intained in accordance with Uniform Fire Code(UFC) and National Fire Protection Association (NFPA) standards. The proposal will result in a new s.f. res located in an approved PRD for total lot coverage of 50% which is permitted in th:i.s PRD. No land use issues are noted. Electrical permits are required. Residential Connection Fee Applies $713.00. Any modifications to the electrical facilities will q .... COMMENTS/ACTION NEEDED ~(, '\:'~..~.'.< 1 ELECTRICAL PERMIT INSPE~J.ON RECORD \..':c.' t . . . . .' ..... , ',. '.. · . .. ....../. CALL 4174735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS,UNLA ",FULTOC'q~R, INSULATE ORCONCEAJ. ANY WORK BEFORE IT IS INSPECTED AND ACCEYI'ED. INSPECTION TYPE KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE NO COMMENTS GENERAL COMMENTS: PW.II02.1S 14196] d ,.,., ~. ~ 'Yi/ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION n'l EAST 5TH STREET. PORT ANGELES. WA 98J62 ;,., :1 " Application Number . . . . . 05-00000058 Application pin number 227612 Page 2 Date 4/26/05 Special Notes and Comments be at the customer's expense. None anticipated. 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 is allowed in the City road right of way. Other Fees RES UNDERGRND SERVICE FEE SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE 713.00 745.00 4.50 1025.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 143.20 143.20 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 2487.50 2487.50 .00 .00 Grand Total 2630.70, 2630.70 .bo .00 .., COMMENTS! ACT10N NEEDED .;. ~1 ELECTRICAL PERMIT INSPE~I'JON RECORD C/d.L417-473S FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINJMUM 24 HOUR NOTICE. ." IS UNLA WFUL TO COJlER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPEC110N TYPE DATE COMMENTS NO GENERAL COMMENTS: PW.1I02.l5 (4'96) _<L' i PREPARED 1/26/06, 9:10:34 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 4 1/26/06 727 CURRIER CT EXTREME BUILDERS INC CLARKE, THOMAS 06-30-14-6-5-0070-0000- 05-00000058 RES NEW SFR SUBDIV: PHONE (360) 417-0679 PHONE : (360) 452-7749 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BUILDING FOUNDATION FOOTING Reed 460-4644 BUILDING FOUNDATION WALL Reed - 460-4644 BUILDING SHEARWALL GARY LITTLE 460-4118 finish osb on face of garage/shear wall on interior of garage ok/permit required on site for inspection/jll BUILDING SHEARWALL Torn 460-4118 BUILDING DOWN SPOUT DRAINS 04/19/2005 08:56 AM JLIERLY ---------------------------- 04/19/2005 01:29 PM JLIERLY ---------------------------- BUILDING AIR SEAL 04/22/2005 12:46 PM torn 808-0373 04/29/2005 04:42 PM BUILDING FRAMING 04/22/2005 12:47 PM 04/29/2005 04:42 PM BUILDING INSULATION 05/09/2005 12:23 PM 05/09/2005 04:29 PM '""" 1;;J<d 7/rJLL BUILDING FINAL TIME: 01/25/2006 03:01 PM TOM 808-0373 -------------------------------------- COMMENTS AND NOTES -------------------------------------- BL1 01 2/22/05 JLL 2/22/05 AP BI2 01 3/02/05 JLL 3/03/05 AP BL9 01 3/31/05 JLL 3/31/05 DA BL9 02 4/01/05 JLL 4/01/05 AP DSD 01 4/18/05 JLL 4/18/05 AP BAIR 01 4/29/05 JLL 4/29/05 AP BL3 01 4/29/05 JLL 4/29/05 AP BLI 01 5/09/05 JLL 5/09/05 AP \ TIME: 17:00 RVESS ------------------------------ JLIERLY ---------------------------- RVESS ------------------------------ JLIERLY ---------------------------- JLIERLY ---------------------------- JLIERLY ---------------------------- 13:00 DYASUMUR --------------------------- ~6 ~- - PREPARED 8/24/05, 12:56:26 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 3 8/24/05 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 727 CURRIER CT EXTREME BUILDERS INC CLARKE, THOMAS 06-30~14-6-5-0070-0000- 05-00000058 RES NEW SFR SUBDIV: PHONE (360) 417-0679 PHONE: (360) 452-7749 PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL6 01 4/18/05 JLL 4/19/05 AP 4/29/05 JLL 4/29/05 AP PLUMBING WATER SUPPLY TIME: 17:00 Tom 808-0373 04/19/2005 08:56 AM JLIERLY -------------------~-------- PLUMBING ROUGH-IN TIME: 17:00 04/22/2005 12:48 PM RVESS ------------------------------ 04/29/2005 04:44 PM JLIERLY ---------------------------- PLUMBING SHOWER PAN TIME: 17:00 08/23/2005 02:31 PM PBARTHOL TOM 808-0373 08/23/2005 04:46 PM PBARTHOL --------------------------- PL2 01 PLSP 01 ~~ -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 5/09/05, 13:17:13 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 2 5/09/05 727 CURRIER CT EXTREME BUILDERS INC CLARKE, THOMAS 06-30-14-6-5-0070-0000- 05-00000058 RES NEW SFR 01 2/22/05 2/22/05 3/02/05 3/03/05 3/31/05 3/31/05 SUBDIV: PHONE (360) 417-0679 PHONE : (360) 452-7749 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BUILDING FOUNDATION FOOTING Reed 460-4644 BUILDING FOUNDATION WALL Reed - 460-4644 BUILDING SHEARWALL GARY LITTLE 460-4118 finish osb on face of garage/shear wall on interior of garage ok/permit required on site for inspection/jll BUILDING SHEARWALL Tom 460-4118 BUILDING DOWN SPOUT DRAINS 04/19/2005 08:56 AM JLIERLY ---------------------------- 04/19/2005 01:29 PM JLIERLY ---------------------------- BUILDING AIR SEAL 04/22/2005 12:46 PM tom 808-0373 04/29/2005 04:42 PM BUILDING FRAMING 04/22/2005 12:47 PM RVESS ------------------------------ 04/29/2005 04:42 PM JLIERLY ---------------------------- :::__::__~-~---::~::~~::::::::~:::P:OT::I~~~~-~~~~~~~~~~~~~~~~~~~~~~~~~~~~_____ BL1 BI2 BL9 BL9 DSD BAIR 01 BL3 01 01 02 4/01/05 4/01/05 4/18/05 4/18/05 01 4/29/05 4/29/05 01 4/29/05 4/29/05 JLL AP JLL AP JLL DA JLL AP JLL AP JLL AP JLL AP TIME: 17: 00 RVESS ------------------------------ JLIERLY ---------------------------- PREPARED 4/19/05, 8:57:16 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 2 4/18/05 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 727 CURRIER CT EXTREME BUILDERS INC CLARKE, THOMAS 06-30-14-6-5-0070-0000- 05-00000058 RES NEW SFR SUBDIV: PHONE (360) 417-0679 PHONE: (360) 452-7749 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/22/05 JLL 2/22/05 AP BI2 01 3/02/05 JLL 3/03/05 AP BL9 01 3/31/05 JLL 3/31/05 DA BUILDING FOUNDATION FOOTING TIME: 17:00 Reed 460-4644 BUILDING FOUNDATION WALL Reed - 460-4644 BUILDING SHEARWALL GARY LITTLE 460-4118 finish osb on face of garage/shear wall on interior of garage ok/permit required on site for inspection/jll BL9 02 4/01/05 JLL BUILDING SHEARWALL 4/01/05 AP Tom 460-4118 DSD 01 J4'18/~~ JLL BUILDING DOWN SPOUT DRAINS ~ ~~ 04/19/2005 08:56 AM JLIERLY ---------------------------- -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 4/18/05, 13:02:59 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 727 CURRIER CT EXTREME BUILDERS INC CLARKE, THOMAS 06-30-14-6-5-0070-0000- 05-00000058 RES NEW SFR INSPECTION TICKET INSPECTOR: JAMES L LIERLY SUBDIV: PHONE (360) 417-0679 PHONE: (360) 452-7749 PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL6 ~~ PLUMBING WATER SUPPLY Tom 808-0373 TIME: 17:00 COMMENTS AND NOTES -------------------------------------- 01 PAGE DATE 9 4/18/05 PREPARED 4/29/05, 12:10:34 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 4 4/29/05 727 CURRIER CT EXTREME BUILDERS INC CLARKE, THOMAS 06-30-14-6-5-0070-0000- 05-0000005B RES NEW SFR SUBDIV: PHONE (360) 417-0679 PHONE: (360) 452-7749 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/22/05 JLL 2/22/05 AP BI2 01 3/02/05 JLL 3/03/05 AP BL9 01 3/31/05 JLL 3/31/05 DA BL9 02 4/01/05 JLL 4/01/05 AP DSD 01 4/1B/05 JLL 4/1B/05 AP BUILDING FOUNDATION FOOTING TIME: 17:00 Reed 460-4644 BUILDING FOUNDATION WALL Reed - 460-4644 BUILDING SHEARWALL GARY LITTLE 460-411B finish osb on face of garage/shear wall on interior of garage ok/permit required on site for inspection/jll BUILDING SHEARWALL Torn 460-411B BUILDING DOWN SPOUT DRAINS 04/19/2005 OB:56 AM JLIERLY ---------------------------- 04/19/2005 01:29 PM JLIERLY ---------------------------- BAIR 01 ~ J~t' ~~~~~~~~0~IR1~~Z~ PM RVESS ______________________________ torn BOB-0373 BL3 01 A.t~2~1?!r JLL BUILDING FRAMING ~ ~ 04/22/2005 12:47 PM RVESS ------------------------------ ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 4/29/05, 12:10:34 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 5 4/29/05 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 727 CURRIER CT EXTREME BUILDERS INC CLARKE, THOMAS 06-30-14-6-5-0070-0000- 05-00000058 RES NEW SFR SUBDIV: PHONE (360) 417-0679 PHONE: (360) 452-7749 PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL6 01 4/18/05 4/19/05 JLL AP TIME: 17:00 PLUMBING WATER SUPPLY Tom 808-0373 04/19/2005 08:56 AM JLIERLY ---------------------------- PL2 01 .lr-:!..H~oOi- JiALo PLUMBING ROUGH-IN TIME: 17:00 ~ ~ 04/22/2005 12:48 PM RVESS ------------------------------ -------------------------------------- COMMENTS AND NOTES -------------------------------------- BUILDING FOUNDATION FOOTING Reed 460-4644 BUILDING FOUNDATION WALL Reed - 460-4644 BUILDING SHEARWALL GARY LITTLE 460-4118 finish osb on face of garage/shear wall on interior of garage ok/permit required on site for inspecti~n/jll BUILDING SHEARWALL \ Tom 460-4118 L PREPARED 4/01/05, 13:39:44 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 727 CURRIER CT EXTREME BUILDERS INC CLARKE, THOMAS 06-30-14-6-5-0070-0000- 05-00000058 RES NEW SFR SUEDIV: PHONE (360) 417-0679 PHONE: (360) 452-7749 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/22/05 JLL 2/22/05 AP BI2 01 3/02/05 JLL 3/03/05 AP BL9 01 3/31/05 JLL 3/31/05 DA TIME: 17: 00 BL9 02 ,~\~~ ~ -------------------------------------- COMMENTS AND NOTES L PAGE DATE >"1 '~ 2 4/01/05 I -- BUILDI',NG DIVISION ....~.. .... CITY OF PORT ANGELES * * Correction Notice " Job Located at"} :l J l.~1IiL ()- Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction: ~ 4'o~~ ~ ~I _. - ~ t::::f~ l7\I\.. . ~es. t&vJ ' 06 ~ bIJ q~,r ~J ~Qt-.... . tsfr7-M- Gh- w411 )f-: - Dt- ~E These corrections must be made and are not to be covered until reinspection is made. When corrections have been made, please call '-II J - cr ft'/ ~ for inspection. / . Date -gf-g."J 0 r GJ -- nspector for Building Division DO NOT REMOVE THIS TAG PREPARED 3/31/05, 12:36:05 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 6 3/31/05 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 727 CURRIER CT EXTREME BUILDERS INC CLARKE, THOMAS 06-30-14-6-5-0070-0000- 05-00000058 RES NEW SFR SUEDIV: PHONE (360) 417-0679 PHONE: (360) 452 -7749 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/22/05 JLL BUILDING FouNDATION FOOTING TIME: 17:00 2/22/05 AP Reed 460-4644 BI2 01 3/02/05 JLL BUILDING FOUNDATION WALL 3/03/05 AP Reed - 460-4644 BL9 01 ~l(~~{~~~~ BUILDING SHEARWALL ~ ~ GARY LITTLE 460-4118 ----------------------------c--------- COMMENTS AND NOTES -------------------------------------- I ~,~ PREPARED 3/02/05, 12,24:38 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 727 CURRIER CT EXTREME BUILDERS INC CLARKE, THOMAS 06-30-14-6-5-0070-0000- 05-00000058 RES NEW SFR SUSDIV, PHONE (360) 417-0679 PHONE: (360) 452-7749 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 2/22/05 JLL 2/22/05 AP ~-ML TIME: 17: 00 BI2 01 BUILDING FOUNDATION FOOTING Reed 460-4644 BUILDING FOUNDATION WALL Reed - 460-4644 PAGE DATE 7 3/02/05 -------------------------------------- COMMENTS AND NOTES -------------------------------------- l PREPARED 2/22/05. 12:38:16 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 6 2/22/05 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 727 CURRIER CT EXTREME BUILDERS INC CLARKE, THOMAS 06-30-14-6-5-0070-0000- 05-00000058 RES NEW SFR SUBDIV: PHONE (360) 417-0679 PHONE : (360) 452-7749 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 ~22/05 ~-?f-LL BUILDING FOUNDATION FOOTING Reed 460-4644 / -------------------------------------- COMMENTS AND NOTES -------------------------------------- TIME: 17:00 . i" Fill out COMPLETELY and in INK. Your application and site plan MUST COMPLETE to be accepted for review. If you have any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 FOR OFFICIAL USE ONLY: . D~~~R~~;7=Ji.t= oS' "'=l ~ Date Approved' ~ . , Date Issued: BUILDING PERMIT.. APPLICATION , -~/' ~, Applicant or Agent77fIJn?4$ c~nee Phone: ~ - 7"s-~ - 777''7 Owner: ~ Phone: Address:~S- /,(/. ~(JI ff.J7ACi1y: fbrf~~)/ uJA Zip: qtJ363 Architect/Engineer: "7" 5' R(1S5Y15 Phone: Contractor ~~ State License #: Exp: Phone: Address: City: PROJECT ADDRESS: 7~7 e~;.--<-. C+ LEGAL DESCRIPTION: Lot: A 7 Block: Zip: ZONING: ~ Jf n Subdivision: CLALLAMCOUNTY PARCEL NUMBER: Ob5D ," bS /!XJ ",,?C(:)O:::CJ Credit Card Holder Name: Billing Address: Credit Card Type VISA MC # TYPE OF WORK: SIZEN ALUATION: ~ )q-Residential ~New Constr. 0 Re-roof 0 Stove I~<C SF. @ $ (d:) ISF. = $/ (/ 7/~,c90 o Multi-family 0 Addition 0 Move 0 Garage .s- SI') SF. @ $ "2 J. ?8 ISF. = $ # I 'l",~, 00 o Commercial 0 Remodel. 0 Demolition 0 Deck SF. @ $ ISF. = $ o Rep.rr 0 Sign DOthe' TOTAL VALUATION ~/~_oe BRIEFDESCRIPTIONOFTHEPROJECT:~ /'Ja.t~ . ~rn? ~ . ~ -" " , - I tJ I--kc..i:- ..y 1AJv4l - t- I (e. .c;, f>"" t V\. I\.. ~ r COMMERCIALIRESIDENTIAL: Occupancy Group: No. of Stories: Lot Size: '-/7S-C Existing Sq. Ft. rz5 Total lot coverage_ i.f q . 8 % City: Exp. Date: Occupant Load: Construction Type: & Proposed Sq. Ft. 2s'b ~ = TOTAL Sq. Ft. 2.5 6. ~ ESAlWetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other: APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: BUILDING PERMIT APPLICATION SUBMITTAL: The Building Division can provide you with information on the application and plan submittal requirements if you have questions. VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: Ifno permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section RI 05.3.2 of the International BuildinglResidential Code, 2003). No application can be extended more than once. I hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required ,not the City's, and that I must obtain .. Date: J -/ ~-t) 5"'" T:\RVESS\BLDG-fonns-brochures\2003-Buildingpermit. wpd \ I 1\ Prescriptive Appr()ach - Simple Form For the Washington State Energy Code (2003 Edition) Climate Zone 1 Address: 7;;'7 /?,j.A..I":'-i a. City fld-.~/ State:~~ ZiP:~~~~ Contaqo:W1 clAdc~ Phone: -:g, 0 - CbB - ().:5 7' Phone 2: 3,a - J.fS2.- 71l/9 3~(j - ~S-Z-- 77i"1 Site Information Lot: Fax: n umte azmg phon ny Glazing Glazing V-Factor Door9 Wall Wall Wall SIab4 Option Area 10 V- Ceiling2 Vaulted Above Int4 Ext4 Floors On % of Floor Vertical Overhead 11 factor Ceiling3 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-I0 Occupancy Only Table 6-1 PRESCRIPTIVE REQillREMENTS 0,1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Vr'dGl' 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 pr~ will take advantage of the following exceptions to the prescriptive option: er- 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 :::;n",., + d.a4 V- 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 4SEASONS ENGINEERING, INC (360) 452-3023. Fax (360) 452-3047 619 S. Chase Street. Port Angeles, WA 98362 January 31, 2005 City of Port Angeles 321 East Fifth St Port Angeles, W A 98362 Subject: Residence for Tom Clarke, Highland Estates Lot A, Port Angeles, W A 98362 Attached are the proposed revisions to strengthen the bathroom floor to accommodate an indoor hot tub. Please give me a call at (360) 452-3023 if you need any additional information. 1- 3 \ ~ oS- Donna J. Petersen P .E. (v ,~- Sincerely, cc. Tom Clarke EXPfRIlS: . 0 'J~ - BOISEN BC CALC@ 9 DESIGN REPORT - US Monday, January 31,2005 11 :13 Single 9 1/2" Bel@ 400-1.9 OF Job Name: Address: City, State, Zip: , Customer: Code reports: ICC ESR (Pending) File Name: BC CALC Project: J01 Description: Specifier: Designer: Company: Mise: BO, 1-3/4" LL 244 Ibs DL 93 Ibs General Data Version: US Imperial Member Type: Joist Number of Spans: 4 Left Cantilever: No Right Cantilever: No Slope: OC Spacing: 16" Repetitive: Yes Construction Type: Glued Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC<ID, BC FRAMER<ID, BCI<ID, BC RIM BOARDTM, BC OSB RIM BOARDTM, BOISE GLULAMTM, VERSA-LAM<ID, VERSA-RIM<ID, VERSA-RIM PLUS<ID, VERSA-STRANDTM, VERSA-STUOO, ALLJOIST<ID and AJSTIA are trademarks of Boise Cascade Corporation. Page 1 of 1 B1,3-1/2" LL 649 Ibs DL 273 Ibs B2,3-1/2" LL 726 Ibs DL 170 Ibs B3,3-1/2" LL 849 Ibs DL 1161bs Total of Horizontal Design Spans = 31-00-00 Load Summary 10 Description Load Type Ref.' Start End 1 Standard Load Unf. Area Left 00-00-00 31-00-00 Type Live Dead Live Dead Value 40 psf 17 psf 60 psf o psf 2 Unf. Area Left 20-06-00 31-00-00 Controls Summary Control Type Value Pos. Moment 749 ft-Ibs Neg. Moment -914 ft-Ibs End Reaction 361 Ibs Int. Reaction 919 Ibs Cont. Shear 479 Ibs Total Load Defl. U1514 (0.083") Live Load Defl. U2029 (0.062") Total Neg. Defl. -0.108" Max Defl. 0.083" Span / Depth 13.3 % Allowable 30.3% 37.0% 38.0% 44.9% 34.9% 15.9% 23.7% 21.5% 8.3% n/a Duration 100% 100% 100% 100% 100% Load Case 13 17 15 21 21 13 13 19 13 05-03-00 B4, 1-314" LL 322 Ibs DL 50 Ibs OCS 16" 16" 16" 16" Our. 100% 90% 100% 90% Span Location 1 - Internal 1 - Right 4 - Right 4 - Left 4 - Left 1 1 4 1 1 Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-3/4". Minimum bearing length for B1 is 3-1/2". Minimum bearing length for B2 is 3-1/2". Minimum bearing length for B3 is 3-1/2". Minimum bearing length for B4 is 1-3/4". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing l~ed to dJstribute the weight of the spa as evenly as possible, will still have 1 tendency to settle unevenly, resulting in an unlevel spa. Remember, placing the spa on grass or dirt may increase the amount of iebris which is inadvertently brought into the spa water on the user's feet. u are purchasing a deck package or a gazebo with your spa, a solid dation becomes mandatory. Placing them on any surface other than a .e level pad could create problems with their installation. Pictured at right . few of the recommended surfaces. homeowner, it is your responsibility to provide a suitable, level foundation our spa. Keep in mind that most delivery crews are not equipped to level prepare spa sites. u are interested in having a concrete slab, brick surface, or wood deck installed, your Solana~ dealer lId be able to suggest a qualified, licensed contractor. :E: In order for the spa to operate properly and for the internal plumbing to drain completely, you must ensure that the spa is ed after it has been installed. The diagram on the following page indicates the recommended shimming points on your spa's base lort system. Your Solana spa delivery crew can help you perform the procedure. :OLANA@ TX (Model X) DIMENSIONS W dimensions are approximate; measure your spa efore making critical design or pathway decisions. 67' 16' 67" rtJ~~ ~t:;,~ el" 'bv 1\. ~~~ IPSIDE DOWN VIEW OF SPA WITHOUT BASE PAN 5 possible shimming points circled (dimple location in base pan) . = Power cord exits 4- S@LANA PEA GRAVEL OR CRUSHED ROCK CONCRETE PADS /1/1~~ : : y RAILROAD TIES BRICK SURFACES ~~ ~~ ~~ ~~ PRE-CAST STEPPING STONES c~ if -Y WOOD DECKING SPECIFICATIONS HORIZONTAL DIMENSIONS: ..... .67"x 67" (170 em x 170 em) HEIGHT (without cover): .......... .29" (74 em) EFFECTNE FILTER AREA: . . . . . . . . . .30 sq. ft. (2.7 sq. meters) HEATER: . . . . . . . . . . . . . . . . . . . . . . . . . 1000 watts (1.0 kW) WATER (capacity): ................ .130 gallons (492 liters) WEIGHT: ........................ .316Ibs. dry (143 kg), l,7061bs. filled (774 kg) (Includes weight of water and 2 adults @ 175 lbs. ea.) DEAD WEIGHT (filled): ............60 lbs. per sq. ft., 285 kg per sq. meter ELECTRICAL REQUIREMENTS: . . . . .115 volt 15 amp grounded circuit (standard) 115 volt 30 amp grounded circuit (optional) - requires 30 amp sub-panel . . FRONT VIEW OF SPA . . 2 26.25' I I '1\ . .1/ T t 81" Drain .7 9' 5~'. OU "3) '- 0 It - ---I , I-L,,~,___ Ll :..4 .( ~ ~ :t J-: :f!O -~ ..' ild ""T Qj iri i: <It' .". I i1 " ~ I! ; I I ' ; I I ' , I ..-1 j .-.'-..- I . I I . I I -- C.')(I~SC~R~;'J~~l I I r ~~n: I ':I:~ : :W~RA~L.^((~SS : I II -+-~) i I I, " I . I " It, . I I I I I j :1 ~I 'I /(f,1 I !' ,~,~~, FRA.tI\ED?ONY WAU " I -wI P.T~S():LEVLA1E) DBl.:.... I ; .. i : '10P.?[A"E"e:;::~T.IJj)-S_@:=~_.' 1 ~ ~~ . I ,?I_ ~l\ I I I : II I I , I I : I I !. I I I : I o -' o <r '2 Sw D-0 2 . -z. \JJ 00 U-- \j1 \.l...\U , C} 0I- l':;:;,. CJq. \ij ~~ ,---- ~-,-._-,--"._- e e Residence Structural Design for Tom Clarke Lot A-7 Port Angeles, WA 98362 Tom.Clarke 1215 W. HWY 101 27-A Port Angeles, WA 98363 OI"12~oS- r~ 4 SEASONS ENGINEERING, INC. 619 SOUTH CHASE STREET PORT ANGELES, WA 98362 r -----~ e 4SEASONS ENGINEERING, INC e (360) 452-3023 · Fax (360) 452-3047 619 S. Chase Street. Port Angeles, WA 98362 January 6, 2005 Jim Lierly City of Port Angeles Building Official PO Box 1150 Port Angeles, WA 98362 Subject: Scope of Engineering for: Structural Design Tom Clarke Lot A-7 Port Angeles, WA 98362 Enclosed is the structural design of the Residence for Tom Clarke. At this time, portions of this structure that have been reviewed by the engineer include: 1. Lateral Forces on front wall. Please give me a call if you need any additional information. Sincerely Donna J. Petersen P.E. e e Structural Design Tom Clarke Lot A-7 Port Angeles, WA 98362 DESIGN CRITERIA DESIGN STRESSES ELEVATION LESS THAN 625 FT DOUGLAS FIR/LARCH #2- 2 & 4 X Fb= 900 PSI Fv= 95 PSI E= 1.6 (10)6 PSI SNOW LOAD GROUND= 25 PSF LIVE LOAD = 40 PSF (FLOOR) DEAD LOAD = 10 PSF (FLOOR) DEAD LOAD = 15 PSF (ROOF) DEAD LOAD = 7 PSF (CEILING) 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 WIND SPEED, V FM = 80 MPH 3 SEC GUST, V3S = 100 MPH EXPOSURE C SEISMIC ZONE D2 SOIL BEARING = 1500 PSF REFERENCES (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 7- ,--- e e General Notes 1. Ground snow load = 25 PSF 2. Maximum soli bearing capacity = 1500 PSF 3. Seismic Zone D2. 4. Wind, 80 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 25 psf snow load and appropriate snow drifts as noted in the UBC. 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, 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 3 e e 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_ joists, 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, nails, 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-DOn 1.S5 Ozlft2, , or SST300-Stalnless Steel Steel Ammoniacal Copper Zinc Arsenate (ACZE) SST300-Stainless Steel and other Dressure 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 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. 4 I, e e 1S. Provide double joist headers and double joists each side of all openings in floors and roofs unless detailed 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 wall is 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. 5 L~ cr e 4 e --r:;. " C[) rD C7' llJ "" I r- ~ r- d:' <:C~ ...J ". J u :>-: 0 I- " ' 0 " '" "- 0 "'" 1(') '" <.,J .0 r0 <> -.r v~ .O-,Ov ~ ~ 'P " Iu", ~O /-.. ~ ~ ~ " ''1 --.:::: ./:- (, '^ ~ -d' ~ ~ ;:; ~ e -SI t'l c; - " -~ '- o CD '" ,.J 2) __ (.1l. - -'it- ;J \;S " 1--- ----- -----, v.~ ~> ~~ I" ./ '- ~... \ ~ ~ ~ \t) \, / I j -~-~ r- . :- _, FO ~ i I'~ -~f~ I ell.. ; ~ ~:T1~ ..~ : ~:CI: I L..lI L -' (:1. C;C'\fn-a.L 19'Q'''2;i Cl- - ~L~O-z.. - '" I ...b. " ,~ ~ ~:) , ( -c- <:: >- --..l ttL-L I '"Z _ ~c:;,n~J- ~~a... ., -. -">- >- c:::J o I O Je~1 I ~ I l~ I~ (, 10 Ig Q 0 q:; :.. uJ .. .,.:. ;,. <(i >- n 7 .. .J ;.-: ~ ...J. ~ w..: a V' d d) ..... - .. -Jl 1_ ..J :::> ~--+ / ~,'" -~ or- v J) N) * '* ~ ;f" 8, -..J i ::;f -". ~ t,O-Ic:.Z 1_ -'J :::-' \ 1.. rJ ,<.J ~ri I.O~l" o .J) .0 .Sl 110",,,1 w OjO'} u.. (p ,-------~ Residence Tom Clarke Lot A-7 Port Angeles, WA 98362 -- e 2003 IBC WIND ANALYSIS WIDTH LENGTH LEAST DIM 2003 IBC SEISMIC ANALYSIS - SIMPLIFIED BASE SHEAR BUILDING DESCRIPTION 40 S1 0.50 FIRST FLOOR = Ss 1.25 SECOND FLOOR = SITE CLASS 0 Yz ROOF HEIGHT = 3 Fv 1.50 AVERAGE HEIGHT OF BUILDING 11 Fa 1.00 A 4 3 4 2A=1 8 I Sm1 0.75 WIND EXPOSURE C Sms 1.25 WIND SPEED 80M PH Sd1 0.50 ROOF PITCH - 12 18.43 Sds 0.83 P s = A.lwPs3o SEISMIC USE GROUP 1 SEISMIC DESIGN CATEGORY 0 P s = A.lwPs3o ~C1,ps30= LC1,Ps = LC2,Ps3o = LC2,Ps = RESPONSE MODIFICATION FACTOR 61/2 AREA A, Ps30 = 22 26.62 22 26.62 SEISMIC BASE SHEAR COEFFICIENT= 0.154 AREA B, ps30 = 1.21 1 -5.8 -7.02 -5.8 -7.02 CONNECTION OF SMALL ELEMENTS AREA C, ps30 = 1.21 1 14.6 17.67 14.6 17.67 SHEAR COEFFICIENT= 0.111 AREA 0, ps30 = 1.21 1 -3.2 -3.87 -3.2 -3.87 HORIZONTAL DIAPHRAGMS AREA E, ps30 = 1.21 1 -19.1 -23.11 -19.1 -23.11 SHEAR COEFFICIENT= . 0.1667 AREA F, ps30 = 1.21 1 -13.3 -16.09 -13.3 -16.09 BEARING AND SHEAR WALL AREA G, ps30 = 1.21 1 -13.3 -16.09 -13.3 -16.09 OUT OF PLANE WALL FORCES AREA H, ps30 = 1.21 1 -10.1 -12.22 -10.1 -12.22 SHEAR COEFFICIENT= 0.3333 E oh 1.21 1 -26.7 -32.31 -26.7 -32.31 MASONRY AND CONCRETE OUT OF PLANE Goh 1.21 1 -20.9 -25.29 -20.9 -25.29 SHEAR COEFFICIENT= 0.6667 COMPONENTS AREA 88 ZONE 1, 50sqft 1.21 1 -18.63 -39.216 LONGEST TRUSS @ 2 FT OC i ;aMI ZONE 2, 50 sqft 1.21 1 -28.19 -179.09 EAVES ZONE 3, 50sqft 1.21 1 -43.56 EAVES Z2 1.21 1 -40.54 -94.14 TRUSS UPLIFT 312.444 HURRICANE CLIP H5 Holddowns * HTT16 to dbl stud, Pmax = 4175 Ibs t:J. HTT22 to dbl stud, Pmax = 51751bs + HDQ8-SDS3 to dbl stud, Pmax = 8325 Ibs SSTB16 with 125/8" embedment SSTB24 with 20 5/8" embedment SSTB28 with 24 7/8" embedment I I Residence Tom Clarke Lot A-7 Port Angeles, WA 98362 e e MAIN LATERAL FORCE RESISTING SYSTEM - WIND LOADS SEISMIC LOADS (AREA)(PRESSURE)/LENGTH = SHEAR WALL TRIB WIDTH HEIGHT PS FORCE LENGTH SHEAR TRIB WIDTH I DL SHEAR SHEAR SHEAR AREA FT. FT. PSF LBS FT PLF AREA . FT. PSF COEFF. LBS PLF WALL A A 26.62 ROOF B -7.02 FLOOR C 17.67 WALL 0 -3.87 1466.0 ~ 26.2 ETC. 0.154 3480.6 62.2 WALL B A :c. 26.62 ROOF B :. -7.02 FLOOR C 17.67 WALL 0 -3.87 1466.0 22.6 ETC. 0.154 3938.0 60.6 WALL C A 26.62 ROOF B -7.02 FLOOR C 17.67 WALL 0 -3.87 1960.0 49.0 ETC. 0.154 2177.8 54.4 WALL 0 A 26.62 ROOF B -7.02 FLOOR C 17.67 .. WALL 0 -3.87 2984.8 74.6 ETC. 0.154 3485.5 87.1 WALL E A 26.62 ROOF B -7.02 FLOOR C 17.67 WALL 0 -3.87 1689.5 ~ 42.2 ETC. 0.154 2086.8 52.2 WALL F A P~i: :; 26.62 ROOF B :4;.0 -7.02 FLOOR C ......:.'..:................ :... ...i.... 17.67 WALL 0 -3.87 315.0 ~ 26.3 ETC. It;;. 0.154 274.2 22.8 6 Residence Tom Clarke Lot A-7 Port Angeles, WA 98362 PERFORATED SHEAR WALL DESIGN jWALL DLjROOF ~tLOOR DLJ Upper I 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. FT. FT. HEIGHT (FT.) HEIGHT HEIGHT SHTHG. FACTOR PLF TYPE FT. FT. LBS. WALL A 26.2 62.2 56 A 32.3 76.6 8 38 - 0.98 97.9 NONE 392.0 B 30.6 72.8 12 21 1.00 95.7 NONE 651.3 WALL B 22.6 60.6 65 A 22.6 60.6 8 75 0.65 196.2 1 0.0 WALL C 49.0 54.4 40 A 56.0 62.2 11.3 59 0.75 145.1 NONE 256.2 WALL 0 74.6 87.1 40 I A 165.8 193.6 11.3 0 1.00 193.6 1 1883.0 WALL E 42.2 52.2 40 A 281.6 347.8 12 0 U 1.00 347.8 2 -- 4119.5 B 281.6 347.8 12 0 1.00 347.8 2 4119.5 WALL F 26.3 22.8 12 A 26.3 22.8 9 67 0.67 67.8 NONE 220.4 e f- it- e ~ e e HEADER 6FT-Quick Beam Eagle Point Project: LOT A-7, COURIER COURT Job: TOM CLARKE Client: TOM CLARKE Page 1 16:53:21 01/06/05 Designed by: Donna Petersen Checked by: Input Data Left Cantilever: None Check for repetitive use? No Dead Load: 0 psf Allow. LL Deflection: L/360 Eb: 1600000 psi Main Span: 6'3" Tributary Width: 0' Live Load: 0 psf Allow. TL Deflection: L/240 (3 in Maximum) Fy: 180 psi Right Cantilever: None Slope: 0 Snow Load: 0 DOL: 0.900 Fb: 900 psi User Defined Loads Dead Snow Condition 1 Uniform Uniform 0' 0' 7' 0' 389 550 Design Checks Max. Value Allowable % of Allow. Location 1215.62 2812.69 43 tf 0' 867.271 972 89 tf 3'1-1/2" 67.628 162 42 tf 7-1/4" o 0.2083 otf 3'1-1/2" -0.0876 0.3125 28 tf 3'1-1/2" Reactions and Bearing 0' 6'3" 1.5 1.5 1215.62 1215.62 Self-weight of member is not included. Member has an actuaVallowable ratio in span 1 of 89 tf %. Design is governed by bending fb/Fb. Governing load combination is Dead. Maximum hanger forces: 1215.62 Ib (Left) and 1215.62 Ib (Right). Program Version 8.2 - 1211712004 /0 e e HEADER 16 FT-Quick Beam Eagle Point Project: LOT A-7, COURIER COURT Job: TOM CLARKE Client: TOM CLARKE Page 1 16:54:4701/06/05 Designed by: Donna Petersen Checked by: Input Data Left Cantilever: None Check for repetitive use? No Dead Load: 0 psf Allow. LL Deflection: U360 Eb: 1600000 psi Main Span: 16'3" Tributary Width: 0' Live Load: 0 psf Allow. TL Deflection: U240 (3 in Maximum) Fv: 180 psi Right Cantilever: None Slope: 0 Snow Load: 0 DOL: 0.900 Fb: 900 psi User Defined Loads Dead Snow Condition 1 Uniform Uniform 0' 0' 7' 0' 66 75 Design Checks Max. Value Allowable % of Allow. Location 362.492 3281.47 11 " 0' 161.802 891 18 " 5'5-29/32" 11.452 162 7" 11-1/4" o 0.5417 0" 7'3-25/32" -0.0616 0.8125 7t1 7'3-25/32" Reactions and Bearing 0' 16'3" 1.5 1.5 362.492 99.5077 Self-weight of member is not included. Member has an actuaVallowable ratio in span 1 of 18 tI %. Design is governed by bending fb/Fb. Governing load combination is Dead. Maximum hanger forces: 362.492 Ib (Left) and 99.508 Ib (Right). Program Version 8.2 - 1211712004 l\ r- e I Output I <f<ETAINING WALL 2' STF./1 (I" TOE COVEf< 6"> PROJECT: RE'j'AINING WALL 2' STEM 8" TOE COVEll 6" oP'rIONS: Use vertical friction force, Vf. Use passive force in overturnrn'] i'Hld sli.dinq F.S. calculations. lISt~ paS$iVl~ force in wall des,iqn. SO ll, DAT.~: TYPE WS e A ASilt ct o ]30. 30. 33.69 25.27 0.50 WALl, . FOOTING DATA: II 2.00 " ~ UP \I ~ rTq TWTOP B.lIl) TWBTH 0.00 BTMIN 0.3.3 BTHAX 1).33 BHM I N BHHAX 0.33 0.33 Tr 6. no SOil, Pf<Of'ILE i. WATEf< LEVF.I. ['A1'A: XS XE S 1m 4.00 20.00 10.00 O.I~O 111' Xl' 51' HI. o.~o l.OO 10.0(1 0.00 CONCf<ETF. ['ESIGN ['ATA: f'C F'Y CI.RI~ CLRf' MAXS MINS 3.00 40. 2.00 3.00 4 4 I~ALI. LOADS ( kips, kip-ftl: PO PI. PW VV VI. VW M[' MI. MW 0.00 0.00 0.01) 0.00 ll.OU 0.00 0,0(1 0.01) 0.00 PRESSUIlES ON WALL - ACTIVE. PASSIVE. & WA1'Ef<: Zltt.) PIPsf: :). (10 S;:.13 -62.26 -103,67 (',.'11) l . 40 ~ .0(1 2.67 FORCES ACTING ON f<ETAINING WAI,L: Fp Its Vtop f' Rp Rf f< 132.3 0,0 O.ll 132.3 102.0 201.0 3(l3.(1 Mp Ms Mtop 11 117. ., 0.0 0.0 117. ., I Output J <RETAINING WALL ,_ STEM ic" 1'OE COVEr< 6"> w 379.2 VI 22. ./ Ptop I.'.ll Mr ]9(1.4 FACTORS lW SAfETY: Aga.inst overturning (HrlHl 3.32 2 /' Against lat. movemellt n</n 2. 90 ~ PASSIVE EARTH PRESSURE RESISTANCE EXCEEDS NET f'ORCES ON WALL _ NO SLIDING CAN OCCUr< SOIl. PIU;SSI.IT<I::S ON FOOTING (pSi:): Top Bot. Net HF.:~~l. @ ndqe @ wall 377.0 347.0 :H8.4 310.0 -5'3.6 -17.8 TOI:: @ wa 1.i {~edql~ 'ill. (I -'8. (I 293.2 2&.L8 215.2 206.8 UI.'l'INA1'F.: '-IOMENTS IN FOOTING SLAB @ FACE OF WALL IK-t"t): MU(heel) 0.0 Mu (toe; 0.0 WAI,L IlEIN,'ORCING: Yt. fie t f VU \illt.; vn:c'lX PU HI) ASMIN AS AS''':OM ASMA~ ft. in. kips PS.1 psj I:.ips kip-ft. <...--------- sq. In. ..-..------> (1.07 ~). I~O O.IH,l O.\J(I ~J3. 1 ~ 0.00 l). O(~ (i.144 {1.OOt:. 0, t.lul) i .938 Il. l3 :~. 80 lJ.O(l 0.(11 93.11 0.0,) 0.00 1).14 II :). 000 U,O(;C; 1. 93, l'.20 S.8!) 0,(10 (I, (12 93. II 0.0(1 0.00 0.14.) O. c..)00 (;. (.oe 1.9)fl (1.2'7 ~" If (I 0.00 :).03 93. II 1),(11) o.on O.IH 0.0(1) 0.1)(10 1.931" O.J~ S.80 (i.O(, O. ,)5 93. I} l),ll(i 0.00 0.1401 :),i)Ofl 0.(1(1(; 1 . 93~ "",40 ~, . 8'.) ('.01 (I, ll; 9'::;. .1 1 0,00 ().O(, 0.144 l),(I(1li 0.000 1.9.H! c).117 S. ti'.' U. ')1 0.) f.I n.l} 0.01) 0.00 i). i 4.:l II. :)fJO 0.1)(11) 1 . ~)b tl.53 5. HO (}.01 O. t 3 93.11 0.Ot1 0.1)(1 0.] 4.1 o.onll O. (JOO 1.93& 1).6(1 S. tH) O.t)l O. l(. 93.11 (l.OO 1.1. nt. O. ) 4 tJ ').0(1(1 0.000 ~.93a 0.61 5.00 0.01 0.20 93.11 O.(JO 0.00 (1.144 U. (Il)(l 0.000 ;.9]fl 0.'13 5.00 0.02 (1.24 93. II 0.0(1 (1.00 ll. (.lJ4 O.OOIl 0.000 1. 938 l).60 5.00 ().02 0.29 93.11 0.00 0.01 0.144 (1.000 O. 'JOI) j.930 1).87 5. RLl ,) .02 t).3.., 93.Il 1..).00 0.01 0.144 0.000 0.000 1.93& 0.93 5.00 ('1.03 (J.40 93.11 0.00 0.0] 0.] 44 0.000 0.000 1.938 1. 00 5.80 0.(:) .J. 4:-, 93.11 0.00 1).0] 1).144 0.000 l).t)(JO 1.930 ~. 07 5.00 0.04 O. e,2 93.11 0.00 0.01 l) .144 0.000 0.000 ].93B 1.13 5.80 1).04 U.58 93. ] J 0.00 0.02 "'.144 0.000 O.t)(..) 1.93(1 1.20 ~:,. tH) O.OS I). (,S cn.ll 0.00 0.02 =),)44 0.U01 0.00'.., 1.930 1.2" ~). (iO (l.(l!i i... '.' 93.] 1 O. (II") fJ. 02 1.1.14.1 ::'.-,)01 O.OOU l.~nlf 1.:)3 ~~ . tl I) ().06 (). d 1 cJj. j J (l.Ot' e, . (l ~~ 1.'.1114 ('. aOl 0.1)1)(, t . 936 1. 4(' 5.0(' Ij.Or. {I . ~! t. !13. ~ 1 (I. 'j(1 0.0:- J. 1.:1<1 (I. ;)1O~? (i. (1('(1 L9]~ l.il'! 5.00 n.'n 0. (~h 9L 11 (I. /)0 0.0.1 !). 1 '14 v.on', 0.1)01) 1.93(( e Pt.HJE' of 3 f'aqe }, of :i ~1. e ( OUtput <'kE'rAINING WAl.I. .~' STEM d" TOE COVEP. 6" > 1. :;) 5. Bo t).07 1.06 93. 1J 0.00 0.04 (1.144 0.002 0.00(' 1.93. 1. r.1) 5.80 0.08 1. 15 93. II 0.0(1 0.04 O. jq.1 0.1)(12 1,(10(1 1. Y30 1. 67 :-,. tlO 0.09 1.2J 93.11 0.00 0.05 0.14.1 t).1)(I3 0.0(11) 1. 938 1. 73 ~. 1](1 0.09 1. 32 93.1J 0.00 0.05 0.144 0.003 0.000 1. 939 1. 80 5.80 0.10 1..HI 93.11 0.00 0.06 0.144 0.003 0.000 1.938 I. 87 5.00 0.10 I. 49 93. II 0.00 0.07 0,14'1 0.004 0,000 1.938 1. 93 5. eo 0.11 1. 57 93. 11 0.00 0.07 0.144 0.004 0.00(1 l. 938 2.00 5.tHl (1.12 l. 66 93.11 0.00 0.08 0.144 0.005 0.00(1 1.938 ULTIMATE SHEAH STRESSES IN F'OOTING (psi I: v @ d in heel .of footing V @ d in toe of footing = Allowable sJlcar strass 0.00 0.00 93. : I . RE:INFOHCING fOR WAJ,L ANI) FOOTING F"~-:- 4D,ooo p'OtJ Wall tensile bars: I' ., D """"'~ bars "'1 @16.0" d As Sreq I d 5.80 0.15 1).14 Ex tend "1\" bars to top of wall d As Areq I d 5.7S 0.20 0.19 d As Areq'<1 4.75 0.15 0.19 f'ool:irllJ t.op bars: . I' E.. _ bars U 4 @12.0 ,. lo'QotinlJ bottom bars: oj E ~'" bars II t1 @16.0" Added footing bottom bars: "E" bars d' A's Areq I d " .l @16.0 3.31 O.fJlJ 0.04 ProvIde " 5 longi tucHnitl bars 111 wnll~. e a.nd , longltudJ.nal oar:,; 111 ",vd'"",~ ~4. COkrl- oK. F;nd of RETAIN e PrJ I) ro :... ;)1 \~ r e Output J <RE'fAINING WALl.. 4 I STEf.! lj" TOE COVER 6"> PRO.TECT: RETAINING WALL 4' Sn;M 8" TOE COVER 6" OPI'IONS: Use vt.1rticid friction torC(ol, Vf. Use passive force in overtllflliTlg drld sliding F.S. calculations. Use p~ssive force in wall desiqn. SOl L ['ATA: TY~E WS e A Asat Cf n 1)0. JB. 33.69 25.27 0.50 WALL . FOOl'ING DATA: II TWTOP TWBTM BTMIN BTMAX BHMIN BHMAX TF .1.0(1 8.00 8.00 0.6'1 0.6'1 1).6'1 0,67 R.I)O SOIL PROf'ILE . WATER LEVEL DATA: XS XE S HW HT XT ST HL 4.00 20.00 to,OO 0.00 O. (~(J J. (II) 10.00 0.00 24x e, FOc,"T" 4\) ~ CONCRETE DESIGN DATA: Fe r;::l\ CLRW CLllf MAXS MINS J.oo~z.oo 3.00 4 4 WA[,L LOADS Ikips. kip-ftl: f" f ~ 40 I 0'1Jb ['[1 PI, PW 0.00 0.00 0.00 va VL Vl~ 0.00 0.00 1).00 MD ML MW (1.00 (1.0(1 0.00 PRESSURES ON WALL - ACTIVE. PASSIVE. . WATER: Z I ft I 0.00 :1.40 .1,(J/) 4.67 P IpsO 0.00 1?6.60 12.21 -115.20 FORCES ACTING ON RETAINING WAl.L: Fp Fs Vtop F 40~.J 0.0 0.(1 1105.3 Mp Ms Mtop M 630. -, 0.0 0.0 630.7 Rp 182.8 Rt 519,9 R "/02.7 , Output I <RE'rAIN.lNG WALL 4' ~j1'EM u" TOE COVI-:R 611> W 09S.4 vt t44.5 Ptop 0.0 Mr 1458.1 fACTORS OF Sl,FETY: Against overturning IMr/M) 2.31 ~ Against. lat. movement tH/f) I. '13 V- Against sliding IRf! (F-Rp) j 2.34 SOIL PRESSURES ON roOT I NG Ips f) : HEEl. TOI:: I' odge f, WClll I~ wall @ edge Top ~11 :) . ;.; "}I.HI.l 7f:.e 78.'.) lh,t. ~~(ll ."2 413. '; 626.2 tU8. ., Net -7(.19. (I -366.4 540.2 ']i)(I. ., ULTlHATf.: MOMENTS IN FOOT! NG SLAB I' fACE OF WAl.L IK- ft I : Mu(hcel) Huttoe) 0.2 0.3 "ALL Il..EINFOHCING: yt Oct( VU vus Vlnax PU MlI ASMIN AS ASCOM ASMAX ft. in. kips psi psi kips kip-tt <--------- sq. in. ---------> 0. tJ ~. t10 0.01.1 C. (1.1 93.11 0.00 0.00 0.14 4 0.000 0.000 1.938 fJ.27 5.80 1).0(1 O. (I ~~ 93. j 1 1).01) 0,00 0.144 0.000 0.000 1.938 O. '10 S. all U.OI (I. (I) 93.11 (i.OO 0.00 <),144 0.000 0.000 1.938 0.53 S. tHJ 0.0) (1.13 9].11 0.00 0.00 0.14.) 0.000 0.000 1.938 C.67 .li.OO 0.01 0.20 93.11 0.00 0.00 0.144 0.000 0.000 l. 930 0.80 5.60 0.02 0.29 93.11 0.00 0.01 0.144 0.000 0.000 1.931< 0.93 ~. 80 0.03 0.40 93.11 0,00 0.01 0.144 0.000 0.000 1.938 1. 07 5.80 0.04 0.52 93.11 0.00 0.01 0.144 0.000 0.000 1.938 1. 20 ~,. 00 0.05 0.6!:, 93.11 0.00 0,02 0,144 0.001 0.000 1. 93B 1. J.) 5.8(' 0.06 O. Bl 93.11 0.00 0.03 0.144 0.001 0.(11)0 1.938 l..n 5.00 0.07 O. ge 93.11 0.00 0.03 (1.144 1).002 0.000 1.938 1.6(1 5.00 0,08 l. 16 93.11 I). 00 0.04 1).144 0.002 O.OOll 1,938 1. 73 5,60 0.10 1. 37 93.11 0.00 0.05 0.144 0.003 0.000 1.930 l.ln 5.00 0.11 1 . ~)~; 93.11 0.00 0.07 0.144 O. ('04 O. (100 1,938 2.00 5.1)0 0,13 J. 82 93.11 1).(11) 0.00 0.144 0.005 O.I)!)!) 1.93J) 2.13 5.80 0.] 4 2. (17 93.11 0.00 0.10 (1.144 0.006 0.000 1.936 2.27 5.60 0.1f. 2. .14 93,11 0.00 0.12 0.144 0.007 0.000 1. 938 2.40 5.8(1 0,18 2.62 93.11 0.00 0.15 0.144 0.008 0.000 1.936 2.53 5.00 0,20 2.92 93.11 0.00 0.17 0,144 0,010 0.000 1.938 2.f.7 5.00 0.23 3.2] 93.11 0.00 0.20 0.] 44 0.012 0.000 1,938 2.00 5.00 0.25 3.57 93.11 0.00 0.23 0.144 0.013 0.000 l. 9 CJO :::.93 5.80 0.2'/ 3.9: 93,11 (I.(I(l 0.27 0.144 0.015 0.000 1.9]8 ]. '.1"' S.<:l(1 1l.31.1 .1.26 ~3. 11 n.oo 0.30 ('!. \114 0.018 0.0(11.1 1.9:it" e Pilqe ] ~)t :3 Pc"ltJe of 3 It Output <RETAINING WALL 4' STEM 0" TOE COVER 6"> e e . ..-. ......._.~._.........._--_._. . '-"--'-"---'---',--"~,, .._....._.h__~....._.. .,~.. ........-.--. ..-.--. "_"_'_"_'__h__... ... 3.20 5.80 0.32 4.6<'. 93.11 0.00 0.35 0.144 0.020 0.000 1.936 3. ]J 5.8(1 0.35 ~I. I)!:"', 93.11 0.00 0,39 0,144 0.023 0.000 1,93B 3.47 5.00 0.30 5.46 93. Il 0.00 0.44 0.144 0.025 (1.000 1.930 3.60 5. BO 0.41 ~L ~Hf 93.11 0.00 0.49 0.144 0.026 0.000 1.938 3.73 ~I. 8(1 l).44 6.29 93.11 0.00 0.55 0.144 0.032 0.000 I. 93R 3.07 5.8(1 0.47 6.70 93.11 0.00 0.61 0.144 0.035 0.000 I. 930 4.0n S.IlO 0.50 7.11 93. II 0.00 0.67 0.144 0.039 0.000 1.93R v @ d in heel of footing ~ V @ d in toe of footing => AllO\vable shear stress ULTIMATE SHEAR STRESSES IN FOO'I'lNG (psi): HEINf"OnCING FOR WALL AND FOOTING 4.02 5.80 93.11 Wall tensi,le bars: " .' D '''A::..bars 114 @]6.0" Footing top bars: ~ It -t: ~ hilt's U 4 @12.0 Footi,nq bottom bars: I' If . E.. ~ bat.s II 4 @.I(;.O" Added footing bottom bars: I" I t.. "E" bars II J @J4:i, 0 u 5 longitudinal hars in wall A.4:;) =. Prov.ide 1\ d As Sreq'd 144 <B t~ D.C.. 5.0() 0,15 l) .14 Extend ItA" bars to top of wall Areq'd "L d As ~4@\'L A~-: 7.0' 5.75 0.20 0.19 I 110 d As Areq'd ""4 ~ \1_ A~ 7.- 4.75 0.15 0.19 ':: 120iN d' 3..l1 ~Ar""""'l 0.~4 " F \1 ilnd lonqitudinaJ bat's in footing O~ End oC RETAIN :L. l..t.~it..J U~ i2 - ~4 ~Tcp ~~@ qIlO~, totfH...1 Pilge 1 ot J A~::: , ') ~ 0' j )(. 11'0 tc... \'3 e e Output <RETAINING WALL ~, STEM 8" TOE COVER 6"> PROJECT: RETAINING WALL Ii' Sn;M 8" TOE COVER 6" OPT IONS: lJse vertical friction force. vr. Use possive force in overtl.1rn.i.ny and Sliding F.S. calculations. Use passive force in wall desigll. SOIL DATA: TYPE WS e A Asat Ci o 130. 38. 33.69 25.27 0.50 WALl. . FOOTING DATA: 11 6.00 TWTOP 8.00 ~~II all <) .) "X ./ TWBTM B.OO BTMIN 1.(1(1 BTMAX J .00 BIIMIN BIlMAX 1.25 1.25 Tf' 8.00 \="CX':)Tt' ,\') ~ SOIL PROf'lLF: , WATER LF;VEL DATil: XS XE 5 IIW 4.00 20.00 10.00 0.00 I1T XT 5T 111, 0.60 3.00 10.00 0.00 CONCRETE DESIGN DATA: Fe ~ CLHW CLRf' MAXS MINS 3.00~ 2.00 3.00 4 4 >1M. I. LOADS (kips, kip-it): . r~~ 40,utrDpSlJ PO PI. PW 0.00 0.00 0.00 VD VI. VW 0.(1(1 0,00 0.00 MD ML MW 0.00 0.00 0.00 PRESSURES ON WALl. - ACTIVE, I'ASSIVE, I. WATER: Z (ft) r.~ . ~Il) 5.40 6.01) 6.67 p (ps f) (I. (10 201.07 86.68 -40.73 FOf<CES ACTING ON RETAINING WALL: Pp 627.3 ,'s 0.0 Vtop 0.0 P 827.3 Rp 102.8 Ri 1085.5 R 1268.3 Mp 1038.7 Ms 0.0 Mtop 0.0 M 1636.'/ ! Output J <RE'rAINING WALL 6' STEM ~.. TOE COVER 6"> W 1"193.4 Vi 377.!j Ptop 0,(1 Mr 44 511. 9 ,'ACTORS Of' SAPETY: Against overturning (HI/MI Against lat. movement (R/F) = Against sliding IRf/IP-RplJ 2.42S 1. 53 1. 68 v- SOIL PHESSlJHES ON FOOTING (psf): Top Bot: . Nl'!t m;E:I. (~edqe @ wall 1356.6 1109.5 359.4 689.3 -997.2 -420.1 TOE @ Weill ~ edge 78.0 78.0 865.3 1129.2 If;17.3 .1051.2 ULTIMATE NOMENTS IN mOTING 5J..AB @ FACE Of' WALl, (K-ftl: Mu (heel) 1.1 Mu (toe) I),a WALl. REINPORCING: yt Defi VI} VU$ vlnax PU MU ASMIN AS ASCOM ASMAX ft. in. kips psi psi kIps kip- ft ~--------- sq. in. ---------'> 0,20 S. i50 0.00 0.02 93.11 0.00 0.00 0.144 0.000 0.000 1.930 1),'10 5.80 (1.01 0.(1'1 93.11 0.0l.1 0.00 0.144 0.000 0.000 1.938 O,f,() [).OO 0.01 O.lt. 93.11 0.00 0.00 0.144 0.000 0.000 1.938 I) ./:hJ 5.00 0.02 O.l!.l 93.11 0,00 0.01 0.144 0.000 0.000 1. 938 1.00 5.80 0.03 0..., ~) 9:1. ] 1 0.00 0.01 0.144 0.000 0.000 1.938 1.20 5. eo 0.05 0.65 93.11 0,00 0.02 1).144 {),OOl 0.000 1.930 1.40 5.l'O 0.06 Q.€f9 93.1 ] 0.00 0.03 0.144 0.002 (1.1)00 1. 9J~ 1. 60 5.00 0.06 1.16 93.11 0.00 0.04 ('.144 (1,002 0.000 1. 938 1.110 5.80 0.10 1. 4 7 93.11 0.00 0.06 I) .144 0.004 0.000 1.938 2.00 5.80 0.13 1.82 93.11 (I. (10 0.00 IJ .144 0.005 0.000 1.938 2.20 5.00 0.15 2.20 93.11 0.00 O.l! 0.144 0.006 0.000 1.938 2.40 S. ao 0.18 2.62 93.11 0.00 0.15 0.144 0.008 0.1)(1(1 1.938 2.60 5.80 0.21 3. (n 93.11 0.00 0.19 0.144 0.011 0.000 1.938 2.80 5.80 0.25 3.57 93. II 0.00 0.23 0.144 0.013 0,1)00 1.9311 3.00 5.80 0.20 4.09 93.11 0.00 0.28 0.144 0.016 0.000 1.938 3.20 5.80 0.32 4.66 93. II (l.00 0.35 0.144 0.020 0.000 ~ .93ft 3.40 ~~. B 1.1 (I,3'} 5.21.; 93.11 0.00 0.41 0.144 0.024 0.00(1 1. 930 3.60 5.15(1 (1.'11 5.l~~ 9.1.11 0.00 0.49 0.14'1 0.028 0.000 1.938 3.130 5. (t(l 0.46 6. ~)'1 9J.Il 0.00 0.511 0.144 O.03:i 0.1)00 1.9]1:1 11.(1(1 :}.OO 0.51 7 . ~~ 8 93.11 0.00 0.68 0.144 0.039 0.(100 1. 938 41.2(1 5.80 0.56 O. u2 9:' .11 0.00 0.70 0.144 0.045 0.000 1.938 -1..1(1 5.80 0.61 fJ.f'((1 93.11 0.00 0.90 0.144 0.052 1.1. (100 1.9)0 4.6(1 5.80 0.6'/ 9. (;;; 93.11 0.00 I. 03 0.144 0.059 0.000 1.93& PalJt~ 1 ot 3 Page? of 3 \v ~ . e e Output <RETAINING WALL 6' STEM 0" TOE COVER 6", 4.00 5.00 ll. 73 10.48 93.11 5.00 [). ao 1,). '19 II. 37 93.11 5.20 5.00 0.86 12.:<0 93.11 5.40 5. $0 n.92 lJ.26 93.11 5.60 5.110 0.99 14.24 93.11 ~j . II i) 5. no I.l16 l~. 23 93.11 G .1)1.1 5.80 1 . I:l 16.21 93.11 ....____.___.. n._ ". ..-----.-.....-....-.__ '____'_'__N". 0.00 1.17 0.144 0.068 0.000 1.930 0.00 1.32 0.144 0.0'16 0.000 I. 938 0.00 1. 48 0.144 0.086 0.000 1.93B 0.00 1. 66 0.144 0.091 0.000 1.93B 0.00 1. 85 0.144 0.108 0.000 1.93& ll.OO 2.06 0.160 0.120 0.000 1.93& 0.00 2.28 0.1"17 0.133 0,000 1.930 Pd<Jt:! 3 ()f ULTIMATE SIlEAR S1'RESSES IN mOTING (psi): v (~ d in heel of footing'" l'i.';~, V @ d in toe of footing ~ 17,51 Allowable shear stress 93.11 REINf~RCING FOR WALL AND FOOTING Wall tensile bars: · d D ''''A: bars 114 @I:J.O" Added footinq bottom bars: d As S[(!q'd '"' -4 € ld. 5.81) I) .10 O. I B Extend "A" bars to top of wall d As Al"eq'd 5.7:'. r). ?n 1).19 d As Areq I d -1l"1 @ I~ 4.75 0.18 0.19 r~ooting top bars: " II E. ''1:1- bars II 4 @12. (I fo~l)otinlJ bottOlll bars: " .. E ij ~ @i;~'gll "E"- bilrs II 3 @13.0 and d' A's Areq'd 3.:11 ').10 C) .1)1 longi tudinal bars in Wid I A. "0 ::: I ,"l3 t:j longitudinal bars in footing Or<.. 5..414 (!O~ U~ )2- t.t4~ Top tt -{ (2 '1 tlO,C. ""fatAL- (p A ~;; Lto itv'L ok II \I C- " . I F Prov ide 5 End of HETAIN 11 I I , I 11'I n )> r ~ .- - ,- II, , ; - b iT 1..- [J..; 'CI' . 1....- ~ I 'r; I i......... I! :..I"'" n Z o " . H PI )>,,~ 'l. : , ~ 1-1 '1 ~ H rn V1 "'l .>;. +- I I (OUR \ E R,.:-CO(URT ::::>0 ___ --+ ~~ I I i I ' ~ Ii I - ;1 '" lrJ I r I~ I I '1._, --, -+ ! I -+ fi?:~ ,->,-:;6.. '.:o:'~ Sc/'. ''''"' t~~ .QI. CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUll..DING DIVISION .321 EAST 5TH STREET, PORT ANGELES. W A 98362 Application Number ." . Pin. number. .... '.' ~ '. . Property Address ASSEBS.oRPARCEL NUMBERI Application description Subdivision Name Property Use . .... property zoning.; . Application valuation . .. 05~00000058 Date .221612 727 . CURRIER CT 0.67' 3 0-14-6-5- 0070-0000-. RES NEW SFR 3/31/05 Owner Contractor f\1{AL(p tL I t 2-~~ c;.. RESIDENTIAL HIGH DENSI'l'Y \1-1 II U -~---~-------~------~~~~ .-------.--------------- CLARKE, THOMAS 1215 WHWY 101 #27A PORT ANGELES (360)' 452-7749 -...----Structure InformaUon Construction Type Occupancy Type .other struct info WA ~83&:F EXTREME BUILDERS mc 5'0 PERCY IoN SEOUI~ .(360) 417-0679 1'8~$F SFR W/ATTACHED 550SF GARAGE TYPE V NON-RATED' SINGLE FAM & . CONGREGATES TO'l'AI. ~ LOT COVERAGE CON'STRUCTION TYPE NUMBER OF ST.oRIES EXIS'l'ING LOT COVERAGE ~.SIZE PROP6SED LOT COVERAGE . TOTAL LOT COVERAGE NUMBER .oF UNITS WA 98382 49.40 V-N 1.00 1.00 4750.00 2368 .00 . 2368.00 1.00 -- - - - - -. - - - -- -- - - - - - - - - - - - .......'...- -:.. -... -... -.. ..'.."; -.... .....,-.- --.-.. .......... ..._-:--- .--- -_...:_-_..;.-~ INNOVATED FIRE .00 3/31/05 9.11.7/0'5 SPRINKLERS Plan Check Fee Valuation .. .00 .. '3'''il'S''<:)~ rJ ;~ .~ e t .~ ......:::J .~ Permit .. . . Additional desc Sub. Contractor . Permit Feli! Issue Date '. . Expiration Date FIRESPRINKt.ER RESIO _ _ _ _ _ __ _ _ _ _ _ _.... ""' _ _ _ _ _ .... _ _1IIIl:..'......._......;.:~;~........_..............._ ...._.. .........._ ..._.... __ _ __ _ _ _ _ __ -. ___._.~~~.. Special Notes and.Comments Building address sign shall Iiotbe' less. thim6" . & not more than 12" in height. Numbers colors must contrast with wall color they are mounted on. (OrcL 14.36.050-E) When roof gutters are installed,. drains will located in dry wells or piped to approved storm' drain locations. N.o' OCCUPANCY WILL BE PERMITTED' UNTIL FINAL" INSPECTION IS APPR.oVED BY.' BUILDING INSPECTOR, PUBLIC W0100l &:ELECTRlCAL INSPECTOR. . . .., This .subdivision requiresthit homes shall'be,equipped with a residential sprinkler system that is installed and maintained in, accordance with uniform Fire <::ode (UFC) and Nati9nal Fire Protection Association (NFPA) .'st~dards.. The proposal willresul tin a .news, t. res l()cated in an approved PRO for total lot coverage of sot which is . permitted in this PRO. No land use issues' are noted. Blectrical permits are required. Residential Connection Fee Applies $713.00. Any modifications to the electrical facilities will be at the customer's expense. None anticipated. 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 is allowed in the .City e:Jia. .' ....'.;................ l~ ~ ...,. -r ~ Q .?1 $eparatePerrilit5 are required for electrical W.ork, SEP A,ShoreU~, ESA,lJtilities, private and publiC Improve/TIents. 1l11s ~fI11lt~comes null and void ifw.ork or constructionauthom:ed i~ not commenced within 189. days, if construction .or work is suspended .ofiabandoned for a period of 180 days after the work as commenced.' .or if required Inspections have not been requested within 180d;tySJr.o'Tlthe last Inspection. I hereby certify that I have read and examined this applicati.on and know the same to be true and correct. All provisi.ons of laws and ordinances g.overning this type Of work will be complied with whetherspecifled herein or, not. The granting of a pe{l11it does not presume to give authority to violate or cancel the provisions olany state or local law regulatingconstructJon .or theperfonnance of r:.i-f~.iJ2 ~nalO'" QlContractriror t1!itAgent ~~;{-r o e Signature of OWner Qf .owner is builder) ~ : Date T:\Policies\II02_1S building permit inspection tecordOS,wpd (11412005] \ I'" \ I . BUILDING ~ERMIT INSPECTION RECORD " .. ,"'" , CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR:ELECTRlCALINSPECTIONS. ". CALL 417-4807 FOR PUBLIC WORKS UTILITIES' t PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER,lNSULATE OR CONcrEAL ANY. wORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE.' f INSPEcTION TYPE DATE ACCEPTED COMMENTS '0" .... ; I YES I NO r FOUNDATION: , .'. ; '. , ., FOOTINGS / ' . " WALLS : .' .' 0: .. , '" :. '. .. " .' '. FOUNDATION .... DRAINAGE I DOWN SPOUTS , ..' PIERS . '. I POST HOLES (POLE BWGS.) . --- .' I '. , PLUMBING ....' .... .... UNDER FLooR/.SLAB '. .... ROUGH-IN .....,. WATER LINE (METER TO BWO) . GAS LINE ....,. BACK FLOW I WATER , , .. . Am SEAL . , .... '.: ,....,...., '. ." WALLS '" "/A.( , . I ....." CEILING I , .. FRAMING , 0 .. .'. '. .. ]O~ I GIRDERS . -co- ,....., SltEAR WALUHOW DOWNS , ., " WALLS I ROOF I CEILING , .".. : . '.. DR",!"ALL (INTERI()~ PANEL ONLY) ". ," T-BAR- ""." ",. ""'0 INSU1.ATION .."" I , '. t SLAB . . I , WALL' FLOOR I CElLlNG . I ... " ". .. MECHANICAL " ,',. HEAT POMP 'FURNACE/DUCTS GAS LINE . ,., WOOD STOVE / PELLET ICmMNEY " , ... " COMMERCIAL HOOD I. DUCTS . , '.. .' '. . MANUFACTuRED HOMES .,", .'. / . , FOOTING I SLAB . 1 'j .e' '. BLOCl<lNG & HOW DOWNS " ! , ,i . " . I ,'., " SKIRTING ~, ..',..,.... ..' , '" , ','. , 7 . . .J /3' '. ........:i...... PLANNING DEPT. SEPARATe PERMIT #'8 , SEPA: , ..'..'.. PARKINGtLlGHTING ... ESA: , LANDSCAPiNG , ,,' . SHO~: '. ,; .. '. i FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPAN,CYIU~E. .',,';"..: ,".' '. ",. , "". RESIDENTIAL DATE' '. YES NO ' COMMERCIAL DATE ", AC;CEPTED . '., ' .'," .... . 'C' YES NO f " ELECTRICAL - LIGHT DEPT. .417-4735 ELECTRICAL ,,' LIGHT DEPT' '. CONSTRUCTION R.W.I PWI -:- ,r CONSTRUCTION - R. W. , ENGINEERING .' 417-4807 PW / ENGlNEERING " FIRE 417-4653 FIRE DEPT. '- '.' " .. PL~G DEPT. '):!\,.: 417-4750 PLANNING DEPT. t c. :: , ' I BUILDING > 417-4815 BUILDING T:\Policies\II02~15 building permit inspection record05.wpd {1I412005] I ..', : ..,.... fa .. !;.fI ~. . . . CI1YOFPORTANGELES -DEPARTMENT OFcoMMUNITV DEVELOPMENT -BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 . Application Number . . . .. 05-00000058 pin number . . . . . . .227612 Page 2 Date 3/31/05 SeparatePermlts ate require(ffOfe1ecti1caIWork~'SEf5A,-shOrelirie.,:e~-;(Jtil~es;private-and poblicimprovefr1ents. ..1-hiS-P8T1~itbecomes null and void if work or construction authorized is not commenced within 180 ~ays, if construction or work issuspend.8d o.r abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last Inspecti~I'I' 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 withwhether.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. . Special Notes and Comments road right of way. Other Fees . . . . . . . .. SEWER SYS~ DELV CHARGE STATE SURCHARGE PW WATERSYS~ USE FEE 7<4,5;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 Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date. T:\Policies\II02_15 building pennit inspection record05.wpd [1/412005] I' I , , BUILDING PERMIT INSPEcnON RECORDl C'", ,~,'i'" CALl,417-4815 FOR BU\LD~O INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSLoNs. ' .'. pLEASE PR~VIDEA;~INIMUM 24HOJiA;~ri~E~8~; :;O~i:,;;~JT~~~~~i~:-;LATEORCON~EALANY WORKlJEFORE' INSPECTED AND ACClJPTED. POST PERMIT IN A CON~PI<::UOUS LOCATlO~. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE I .~ j' . . INSPECTION TYPE ..> DATE ACCEPTED COM~ENTS YES NO r . H' . FOUNDATION: FOOTINGS 'i,"', ~ . <.... . WALLS ..... ii> " , '. FOUNDATION DRAINAGE / DOWN SPOUTS ... '. . PffiRS I ..... .... .... POST HOLES (POLE BLDGS.) . ,..... ... PLUMBING . ." '.' UNDER-FLOOR/ SLAB .., . '. ... . .. ROUGH-IN . ........ WATER LINE (METER TO BLDG) . .' GAS LINE BACK FLOW / WATER ... . '. .'. . . AIR SEAL .. '. .. WALLS. ..,.....{,<............. ........ .. CEILING . > ....> '" I .... .'. '.. FRAMING ..... '. .. '. ,n .. n. I JOISTS / GIRDERS . SHEAR W ALLlHOLD DOWNS .... ... .' W ALI$/ ROOF / CEILING '.' . , ....'.......... . '.' . ..' "--1 DRYWALL (INTERIOR BRACED PANEL ONLY) .. T-BAR '. '. '. '. . INSULATION ." ". . SLAB .". .','. . > " cO .. . .... I ". WALL I FLOOR/ CEILING . .' .. MECIL\NICAL . . HEAT PUMP / FURNACE I DUCTS ... ....... .;.,. .... GAS UNE '.J' . ....... .. ........., WOOD STOVE / PELLET / CHIMNEY /.. '.' '.' .. COMMERCIAL HOOD / DUCTS . MANUFACTURED HOMES .. .' FOOTING / SLAB c .. .' > I .',' './ .Li' ". . BLOCKING.& HOLD DOWNS .... . .. .. .. SKIRTING .' } .'. ., . n . .... .' ?; ...... . i'. > .., PLANNING DEPT. SEPARATE PERMIT #'s SEPA: , .. .. --PARKINGlLIGHTING ......... .... I,. ..... ... ESA: " . i,. .' .. .. . > LANDSC4,P~G , ..... ., " SHORELINE: .. 'FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE '.' / RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPcTED ". NO . YES 417-4735 ' .. .' .. . . ELEC'IlUCAl. - LIGHT DEPT. ELECTRICAL .> . , ..' LIGHT DEPT I ..... CONSTRUCTION R. W./ PWI> CONSTRUCTION - R. W. ENGINEERING .... 417-4807 ....... PW / ENGINEERING .. FIRE ...... .... ."....~ 417-4653 .' FIRE DEPT. . PLANNING DEPT. '!' ............>... 417-4750 PLANNING DEPT. I I . . . '.' . .. '. '. BUILDING 417-4815 BUILDING . . "Idin itl' on record05. 1I4flOO5 l' T.\PobCles\It02_1S bill g perm nspecti wpd L . " ,~ ' ,:; '. '-;;'<~'-',' _4:.~_ __"-" :: -. ; i-- --,- BUILDING PERMIT,- APPLICATION FOR OFFICIAL USE ONLY: DateRec;;-:5-;:;;:~SO~OS Permit #:('96-~ Date Approved; Date Issued; 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 Applicant or Agent: V (V\\Z.. fL ~..Q.. #5 R.r-- Phone: ~/S 2, - 7s8.3 Owner: I 0 ~ Cl 0...11' k e.- Phone: Address: City: POll'"" I- A-~ J e/ ~J Architect/Engineer: Phone: Contractor f/YA/dt/,)}-7EI:J F/)ZJ; State License #!tvNOVPS 4l{~: B;?'..yoS Phone: '-1'52 - 7s'83 L........ city:PoA4c.-J ~(tL.J W)) Zip: '7g3~ 2.- C-~V',,~'ev- c.C)~ri- Zip: CZ23b <- Address: 81 JV.e(:.c,/ ~ve....., PROJECT ADDRESS: "72-7 ZONING: LEGAL DESCRIPTION: Lot: CLALLAM COUNTY PARCEL NUMBER: Block: Subdivision: " Credit Card Holder Name: Billing Address: Credit Card Type VISA MC # TYPE OF WORK: (S. 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: City: Exp. Date: o Stove o Garage o Deck o Other )~ 5 1et)1 SIZEN ALUATION: SF.@$ /SF.=$ SF.@$ /SF.=$ SF. @ $ /SF. = $ TOTAL V ALU1ATION $d.J..~O. .0 ~ f:.t'.NL Spvi4k._e./' . S7S-~ COMMERCIAL/RESIDENTIAL: Occupancy Group: Occupant Load: & Proposed Sq. Ft. Construction Type: = TOTAL Sq. Ft. No. of Stories: Lot Size: Total lot coverage. Existing Sq. Ft. % ESAlW etIand( s): 0 Yes 0 No SEP A Checklist required? 0 Yes 0 No Other: APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by tile Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: Ifno permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section RI05,3.2 of the International Building/Resideptial 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 requifi d ,not the City's, and that I must obtain such permits prior to work. T:\RVESS\BLDG-forms-brochures\2004-BuiIdingpermit.wpd Applicant: Date: J/)..?~ OS 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: Clarke Residence Address: 727 Currier Court Installer: Innovated Fire Installer Telephone: 452-7583 .. Type of System: Open 130 13RO 13DfZI Date: 3.30.2005 P AFD Permit #: 05-11 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. All underground piping must be inspected and hydrostatically tested by the Port Angeles Fire Department PRIOR to being covered. A witnessed flush of the underground piping is required. A design sprinkler flow test and alarm test are required for all13D systems. Before final acceptance of the system, an inspection will be conducted to ensure that the installation complies with the applicable NFPA Standard. This 13D system will require a measured flow test. Contractor Reviewed by: ~J:d:2 Date: g.30'0.s-- o ~ o Building Department Fire Department ,~ ~ Fire Sprinkler System Plan Innovated Fire Sprinkler Systems 81 New Haven Lane Port Angeles, WA., 98362 (360) 452-7583 " March 23,2005 For: Tom Clarke 727 c..v.""v-~'I(""" c.., +c Location: Highland Drive Port Angeles, WA., 98363 Contractor: GoldRule Construction Port Angeles, WA.98362 ~ , 12. 13. 14. 1'5. FP-9C ~ 13 D HYDRAULIC CALCULATION~ Gold R V\.1.e..- Cc ~ S T'R-Uc.. TI, W 0 r k she e t For 1" CPVC Pipe . Two heads require 26 gpm flow at designed pressure. [+ 5 gpm domestic w One head requires 18 gpm flow at designed pressure. 1. 2. 3. 4. 5. . Pipe size = 11" , CPVC (friction loss. 1067). Water pressure at street (2) = 65 psi. Meterfri~tirsn loss (3) = 7. psi (see T'?~!'? d-4.3d NFPA 13 (2) G 5" minus (3) _ 7 (4) = 58 psi remainir L~ss from street main to control valve = ~G _ feet X I .1067"". I = .$,,'7 7 feet (see friction loss chart). (4) ~ 8 m~nus (5) s~ '17 - = (6) 5.2, 0.5 Elevation loss (building & street) - I 2- feet X .434 = (6) ~ 2.03 minus (7) S, -2.0 - y~ .83 Total length of pire from control valve to the farthest sprihkler = X. U06-n = ro · ~{O psi. (8). l-/G ,83 minus (9) ~, L.-( 0 - '-j O. Y J psi remalnln Equivalent length for valves and fittings (meter to farthest sprinkler head): Tvoe Number Equivalent . 1" T run S X [I] = S 1" T Branch a x (IJ = /JJ. 1" 90 Elbo.W S x m = 35- 1" Coupling I X (2J = / _ 1" 45 Elbow 0 X [I] = 0_ 1" Gate Valve / X IT] = / (11) To~al Feet S 2- 6. 7. 8. 9. psi remainin S. 2' p~ psi remainir ~O fE 10. 11. f f~ ~ tee~~~~" tl~!I~I3~. :?/2j/o~ Loss in fittings (11) S;;Z feet X 1.10671 = s. S.S ps {10} L/Oti-ILminus(12) S,SS_ = .3(.;/,,88 psiremainin~ PSI remaininQ (13) .3 if.. g a' minus 3, 4 (loss in riser) parts =_. 3/, 'd 8 (14) l.-< I, '1 g is more than the minimum.design psi required for 2 or 1 sprinkl€ heads operating. Riser Parts Potter flow switch 2.4 psi Soft seat valve 1.0 psi Needed Information: Type of sprinkler head GPM & pressure 1st head I , GPM & pressure 2nd head 2- 3/4" water meter Ie. S LF. ~'(q) } ~I S ~~ ''I,S Revised 5/29/9 . " . ,':S.PR.1N.K:L.:E:R'..'. .MAN 1 i=OL 0 ~ . ' . , c pyc.... "_. n ?'.. . . TO _ .J-l.EA DS . . .~/~~~I~.e__ ._____ .. _ ...~. ......--. .... ....... D R-A.I N_ R T!::.ST ..V A L V _ '_""""_' .- :.-~'-:.~.' ~- - '.' .(PLVlV\B.EO.TO. OUT.SIDE) . ...E.t;O.k~L_.SW_LT.~l-L._ EQ.l< :. . _.\1 E . . .._.........__......_....___.___. .... '.0" __... "___". . __._.. .__...__._....______.._.___.. . . .-. . :~ ~.~ ~6--~::~=:..~~- ~.~.._.~- -..;~~.~~-::._:_._~..-~---.-:. .. -'-. :-\ .- =_~~~~-_-_.._-n.-.~-.~.____~. ..::~.~:_ ...-:.~.-~--~-~: 1.0._..__.._. '_ . '.... '__' .... .. . --....-. -. .... __.._ _.._ ..______.- .__. __..___..0. . ___ ._ . ~.' - ~ I . ... . ....~+~~-,S ~;+~~,~-:~h~::::: h. .: _hn..-.__. ..::.-~.....-_..._:..~: .-~: ill_p\P~, . .. . __. ... ._ .t-!i!.-:.._.. ~I '^ TO - j...o:t...e: _ "" __ . ... ~ ~ . ...- --....,... -------- --.-. --- --. ---f---- --..---..---.-... .--.. . -- - . .. ..-.. IE.S.l.G)V~ D ....B.Y.: __. ..._.;. . ..:. ....... ..:........ ... ... ."__'n . " ... . .. F ~OJY\ . .": .~ -;:: ,"F +:-' r "_ r"! t.-- , __. ~, [Nf\lOVATED F\R.E.._ S.?R\l\\KLERS. - t -3 - . "tLJCD / Fire & Building / Products Direct Sales (Central): Tel: (800) 523-65121 Fax: (215) 362-5385 Distribution Sales (Gem/Star): Tel: (800) 558--52361 Fax: (800) 877-1295 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 LFII (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 LFII (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 tor occupants to escape or be evacuated. The Series LFII (TY2596) Residential Concealed 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. The 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/psi1/2 (60,S LPMlbar1/2) Temperature Rating: 160oF1710C Sprinkler with 1350F/570C Cover Plate .lUL V, 2002 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 20f,4 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 130 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 '1 Minimum Flow (b) and Minimum Flow (b) and Maximum Maximum Residual Pressure Residual Pressure Coverage Spacing For Horizontal Ceiling For Sloped Ceiling Area (a) Fl (Max. 2 Inch Rise (Max. 8 Inch Rise FlxFl (m) for 12 Inch Run) for 12 Inch Run) (m x m) 1600Fm oC 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 (0,77 bar) 18.4 psi (1;2.7 bar) 16x16 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 18 18 20 GPM (75,7 LPM) N1A (5,5 x 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 LFI/ (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 (i.e., 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 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft.lbs. (28,S 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 Sprinkler/Sup- 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 . TFP440 Page 3 of 4 S , " , BODY SEALING WRENCH (1/2" NPl) ASSEMBLY RECESS CAP SPRINKLER D WRENCHING AREA SADDLE PUSH WRENCH SUPPORT COMPRESSION IN TO ENSURE CUP WITH SCREW ENGAGEMENT ROLL FORMED WITH SPRINKLER THREADS WRENCHING AREA LEVER FIGURE 2 W-TYPE 18 GUIDE SPRINKLER WRENCH ARM I I I I I I I GUIDE ARM I I I I FRAME I I / '" ... I I DEFLECTOR ,JL./ '>--1 L, (OPERATED L.....,~----""'--.............~ POSITION) SPRINKLER/SUPPORT CUP ASSEMBLY THREAD INTO RETAINER SUPPORT CUP 0 WITH THREAD UNTIL MOUNTING 0 DIMPLES SURFACE IS FLUSH WITH EJECTION CEILING SPRING SOLDER TABS (3) COVER PLATE/RETAINER ASSEMBLY FIGURE 1 SERIES LFI/ (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER COVER PLATE I--- 2-112" DIA. I \ (63,5 mm) 112" NPT 1-718"z1/S" (47,6 mm :1:3,2 mm) SPRINKLER- SUPPORT CUP ASSEMBLY FACE OF SPRINKLER FITTING OPERATED SPRINKLER COVER PLATE RETAINER ~ ~ COVER- SPRINKLER- RETAINER SUPPORT CUP ASSEMBLY ASSEMBLY 3-1/4" DIA. (82,6 mm) =rt MOUNTING 3116" J SURFACE (4,8 mm) "f TIP DEFLECTOR IN OPERATED POSITION FIGURE 3 SERIES LF/I (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER INSTALLA T10N DIMENSIONS / PROTECTIVE 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 Servicen. 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 LFII (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, andlor 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- EQ6.E... 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 Rat 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. TYCO FIRE PRODVCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 ", @POlTER Potter Electric Signal Company 2081 Craig Road - P.O. Box 28480 St. Louis, MO 63146-4161 (314) 878-4321 -(800) 325-3936 (j) FOR SMALL PIPE VSR-SF VANE TYPE WATERFLOW 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 USTEO and NYMEA ACCEPTED Service Pressure: Up to 250 PSI Minimum Row Rate for Alarm: 10 GPM Maximum Surge: 18 FPS Enclosure: Oie~ red enamel finish Cover held In place with tamper resistant screws Contact Ratings: 2 sets of SPOT (Fol11l C) 15,0 Amps at 125J250 V AC 2.0 Amps at 0-30 VOC Conduit Entrances: 2 knockouts provided for 1/2' conduit Usage: Usted Plastic, Copper and Schedule 40 Iron Pipe Fits pipe sizes -1',11/4', and 11/2' Note: 8 paddles are furnished with each unit, one for each pipe size of threaded or sweat TEE. one for l' CPVC, and OO€ for 11/2' poIybutylene (CTS~ppertubing size) environmental Specifications: Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. NEMA 4 Rated Endosure - use with appropriate conduit fitting. Temperature Range: 400 F/1200 F (4.50 Cl490 C) Caution: This device is not intended for applications in explosive environments Service Use: Automatic Sprinkler NFPA.13 One or two family dwelling NFPA-13D Residentiafoccupancy up to four stories NFP A-13R National Fife Alarm Code NFPA-72 Optional: Cover Tamper Switch, oKler Stk. No. 0090018 The Model VSR-SF is a vane type waterflow switch for use on wet sprinkler systems that use 1'. 1 1/4'. or 1 1/2' 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 instaned on the top side of the pipe where they win be accessible. The units should nol 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 noo~rrosive TEE. See Ftg. 2 for proper TEE size, type and installation. Screw the device into the TEE fitting as shown in Rg. 2. Care musl be taken to properly 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 fining may be instaned on the pipe run. INSPECTION AND TESTING: Check the operation of the unit by opening the inspector' test valve al the end of the sprinkler line or the drain and test connection. if an inspector'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 nol recommended or advisable The frequency of the inspection and testing and its associaled protective monitoring system should be in accordance with the applicable NFPA Codes and Standards and/or authority having jurisdiction (manufacturer recommends quarter1y or more frequently). PRtNTED IN USA PAGE 1 OF 2 MKT. '8800003 . REV J MFG. '5400802 - 819S '. . / I ~.... @ ; t, (~lpOTTER BELLS PBA-AC & PBD-DC <Jc.:.s....:'.,,]!~~i~~~~~:,.. .', '. :.,...-' .~'tj~. .'."..'...,. L;;~;~~~~:~:il~~'J;:;:.?;'~':.'.;" :. .... .::":,-; '.;:.:-' .f....,..;,..~..~::::,jp.::;;:/i;.... ..:..: :'. '. . . .,: ....:...:..~.._., ..t;J\oo:",~,..-.~':,\~..:..:..\q\l\.l\f'~' .":-. .... "..,. Potter Electric Signal & Mfg. l TO 1967 Leslie Street . Don Mills, Ontario, Canada M3B2M3 (416) 441-1833 Ul LISTED, FM APPROVED Sizes Available: (0 8", and 10" Potter Electric Signal Company 2081 CraIg Rd./P.O. Box 28480 St. louIs, MO 63146 (314)878.:.t321/ (800) 325-3936 Voltages Available: ~ 20VA 12VOC (102 to 15.6) Polarized 24VDC (20.4 fo 312) Polarized 6" BELL SHOWN Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or Outdoor Use (See Note 1) -400 to 1500F (outdoor use require weatherproof backbox) Termination: 4 No. 18 AWG stranded wires Finish: Red powder coating Optional: Model BBK-l weatherproof backbox '. ,,: .,:~""'. fhese 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 3BK-l weatherproof backbox for outdoor applications. ALL DC BEllS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE VOLTAGE MODEL NO. STOCK NO. CURRENT (MAX) TYPICAl dB MINIMUM dB e 10 FT. o 10 FT. 6 12VOC PB0126 1706012 .12A 85 15 8 12VOC PBD128 1708012 .12A 90 75 10 12VOC PB01210 1710012 .12A 92 15 6 24VDC PBD246 1706024 .06A 87 15 8 24VOC PB0248 1708024 .06A 91 79 10 24VOC PBD2410 1710024 .06A 94 79 6 24VAC PBA246 1806024 .11A 91 75 8 24VAC PBA248 1808024 .17A 94 75 . 10 24VAC PBA2410 1810024 .11A 94 15 ~ 6 120VAC PBA1206 1606120 .05A 1:12 82 8 120VAC PBA 1208 1606120 .OSA 1:19 82 . 10 120VAC PBA12010 1810120 .OSA 99 85 Weatherproof backbox model BBK-1 Stk. No. 1500001. Notes: 1. Minimum dB ralings are calculated Irom inlegrated sound pressure measUfemenlS mad<! at Unde<Wrile.-s Laborato<;es as specified in UL Standard ~64. UL tempe'alUfe 'ange is .30'10 1SO'F. 2. Typical dB 'allngs a'e calculal...:! "om mea su'emeots made with a cooveneiooal sound level mete' and a'a indicative 01 OUIpullevels in an actual inslallahOn. - PRINTED IN USA MKT. '8850001- REV K MFG. .5400776 - 4194 PAGE 1 OF2 ~_&? ~~pv Y ELECTRICAL WORK PERMIT APPLICATION tJI u.J (SlRequest Inspection '~lectrjCal Contractor 0 Owner o Annual Permit 0 Alarm 0 Carnival 0 Commercial o Residential 0 Residential Maint. 0 Signs 0 Thermostat 0 Telecom. Job wired by ~ectrical Contractor 0 Owner Electrical contractor name License number -ri:J'p.TiU TT/'iZ<:' / Me pm~:;,?::;;ai]jE;~/!U/~ LfJ City \) State ZIP T- A, v-JA, cr<?-~0 Z- FAX number 'hI" Q/~7 Installation description \ "ilvv\,P \ See:.<<- I) I c.e:- Telephone number ""00 prem7i;;;;s D? /~ Address of inspection rt'-r GJilA\'?E-fl-- (' {.2...1 CHy f _ ;>y- o Cash 0 Check # I hereby certify that I am the owner of the above named property or a licensed electrical contractor (or the firm's authorized agent) and am making the electrical installation or alteration in complia . the electrical law, Chapter 19.28 RCW. o Credit Card Card # Visa Mastercard Discover ontractor or e ec "nistrator Expiration Date of card & ~ o WALLS Insulation Only CEILING Insulation Only THERMOSTAT SERVICE Date Approved By Date Approved By Dale Approved By Date Approved By DITOI FEEDER Cover Cover Dale Approved By Date Approved By Date Approved By Dale Approved By Electrical Load Additions and or subtractions o NO LOAD CHANGES o Baseboard KW o Furnace KW o Heat Pump Ton LAR o Fan-Wall KW J!~ Service Information D Overhead Service D Temp Service D Underground Service Voltage PhaseD1D3 Service Size: Feeder Size: Inspection Date Area, Building or Equipment Inspected Action Taken Electrical Inspector hllltu. c ~ /!to 2/5'/P:,- 0t/0"r ELECTRICAL WORKPERMlT APPLICATION o Request Inspection o Electrical Contractor 0 Owner o Annual Permit 0 Alarm 0 Carnival Q Commercial 0 Residential 0 Residential Maint. 0 Signs 0 Thermostat 0 Telecom. Job wired by ~Iectrical Contractor 0 Owner Electrical contractor name License number ---r><.1T17-rt. 7Tt"l?c /NC Purchaser's mailing address t/.;23 '7#K./II/ttue" t-F City State ZIP pA- Telephone number C. I //':;-1 Premises owner's name 7Z>/V1 C/A/l~ Address of inspection '1::J-7 O.t!e(2..ITt-fL C'(L"I' ~ City , FAX number 5~Pf?l-- /~ Installation description /YO::'~ i7 Sc, ~ 55l:> ;l33t. o Cash 0 Check # I hereby certify that I am the owner of the above named property or a licensed electrical contractor (or the firm's authorized agent) and am making the electrical installation or alteration in compliance with the e1ectricallaw, Chapter 19.28 RCW. o Credit Card Card # , x wner, electrical cQntractor or electrical administrator Expiration Date of card WALLS Insulation Only Date ./ . / Cover 1//~/b5' / "j);i(e Approved By ~// Approved By CEIUNG Insulation Only Dale _"J I / Cove' -'lil-.fLP-<' / D';(e Approved By ,4c,{/ Approved By Electrical Load Additions and or subtractions Q NO LOAD CHANGES o Baseboard KW o Furnace KW o Heat Pump Ton LAR Q Fan,Wall KW Inspection Date TIlERMOSTAT ~~~ kn Approved By DITCH ~.,9j1d-"" Ad) Approved By o Overhead Service o Temp Service o Underground Service Area, Building or Equipment Inspected l~- ~..t'e.d- Fee /(J- ,,~()5" /'1N..rL.- 4"LJ , , 4/1& /os- .::pHu 7k)~~ 'CJL ~ #,.U/ , ~i'E~. Sa ~ (" st".'C.. ~~v Visa Mastercard Discover $ 713 eo,..N <'fi.6 $nsJ'l13f~e2..o ~ I (n ~ SERVICE f~/b'> D.. AoCJ Approved By FEEDER Dale Approved By Service Information Voltage PhaseQ1Q3 Service Size: Feeder Size: Action Taken Electrical Inspector I"fY!J h-