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Home My WebLink About1136 Craig Ave - Building '~ ~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ]21 EAST 5TH STREET. PORT ANGELES. WA 98]62 .J Application Number App12cation pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zon2ng . Application valuation 05-00000429 Date 10/11/05 972911 1136 CRAIG ST 06-30-14-5-4-0407-0000- RES NEW SFR RS9 RESDNTL SINGLE FAMILY 42000 Owner Contractor DEPAOLO, CHRIS J/TERILYN 1140 CRAIG AVE PORT ANGELES WA 98362 (360) 417-9170 Other struct info HATHAWAY CONSTRUCTION 309 W 7TH STREET PORT ANGELES PORT ANGELES (360) 457-5627 TOTAL % LOT COVERAGE NUMBER OF STORIES LOT SIZE TOTAL LOT COVERAGE NUMBER OF UNITS WA 98362 27 00 1 00 4600 00 1236 00 1 00 ............. ............ l\1 ~ Permit Additional desc Perm2t p2n number Sub Contractor Perm2t Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL EXTRA MILE/ 1300SF SFR 62182 EXTRA MILE 73 00 10/11/05 4/09/06 TECH & ELECT., LLC plan Check Fee Valuat20n .00 o ~ ~ Qty 1 00 Unit Charge Per 73 0000 ECH EL-R-SQFT FIRST 1300 Extension 73 00 Special Notes and Comments Build2ng address s2gn shall not be less than 6" & not more than 12" in height Numbers colors must contrast with wall color they are mounted on (Ord 14 36.050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain location No pressur2zed or pump2ng to curbs are allowed An inspection by Building Department is required prior to backfill 06/07/2005 12'44 PM SROBERDS --------------------------- Construct s f res2dence w/attached garage in RS-9 for total lot coverage of 27% No land use issues noted Electrical load C{lCUlations and elctrical permits are required. Any mod2fications to the City'S electrical facilities will be at the custome 's expense LOAD CALCS ARE RE UIRED. '" 6" :~ \, 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 73 00 73 00 00 .00 Plan Check Total 00 00 00 00 COMMENTS/ ACTION NEEDED 1; ~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION 121 EAST 5TH STREET. PORT ANGELES. WA 98362 -' .. Application Number Application pln number Other Fee Total 1774 50 Grand Total 1847 50 COMMENTS/ACTION NEEDED Page 2 Date 10/11/05 05-00000429 972911 1774 50 1847.50 00 00 00 00 '; ELECfRICAL PERMIT INSPECfION RECORD I CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE COMMENTS NO -:}-(o -- Ob GENERAL COMMENTS: PW.I102 U (4196] _ 1i,ORT"'f(. rY4,O~~~ ~ 1!:: -- 'l.li:~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION ,321 EAST 5TH STREET, PORT ANGELES, WA 98362 --=- Lasered CCD Application Number Appl~cation pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 05-00000429 Date 972911 1136 CRAIG ST 06-30-14-5-4-0407-0000- RES NEW SFR RS9 RESDNTL SINGLE FAMILY 42000 Owner Contractor DEPAOLO, CHRIS J/TERILYN 1140 CRAIG AVE PORT ANGELES WA 98362 (360) 417-9170 Other struct info HATHAWAY CONSTRUCTION 309 W. 7TH STREET PORT ANGELES PORT ANGELES (360) 457-5627 TOTAL % LOT COVERAGE NUMBER OF STORIES LOT SIZE TOTAL LOT COVERAGE NUMBER OF UNITS Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date BUILDING PERMIT -RESIDENTIAL 51870 586.45 6/15/05 12/12/05 Plan Check Fee valuation Qty Unit Charge Per BASE FEE 17.00 10.1000 THOU BL-25,001-50K (10.10 PER K) Permit MECHANICAL PERMIT Additional desc Permit pin number 51888 Perm~t Fee 76.40 Plan Check Fee Issue Date 6/15/05 Valuation Expiration Date 12/12/05 Qty Unit Charge Per BASE FEE 2.00 14.7000 ECH ME- INSTALL 100- FAU Permit . . . . . Additional desc . Permit pin number Perm~t Fee Issue Date Expiration Date PLUMBING PERMIT 51896 104.00 6/15/05 12/12/05 Plan Check Fee Valuation Qty Unit Charge Per BASE FEE 4.00 7.0000 ECH PL- EA.FIXTURE ON ONE TRAP 1. 00 7.0000 ECH PL- EA. INSTALL WATER PIPE 1.00 15.0000 ECH PL- EA. BLDG SEWER 1. 00 7.0000 ECH PL- EA.WATER HEATER Special Notes and Comments 6/15/05 WA 98362 27.00 1. 00 4600.00 1236.00 1.00 234.58 42000 Extension 414.75 171.70 .00 o Extens~on 47.00 29.40 .00 o Extension 47.00 28.00 7.00 15.00 7.00 H~ ?/~/c? :Jt1../ Fi:~7 \}) C \ \J ~ l- f\ o ~ C\ ~ ~ ::C 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 penod 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 ordinan ernmg thiS type of work will be complied with whether specified herein or not. The granting of a permit does not presume to giv authon to violate or cancel the provisions of any state or local law regulating construction or the performance of c rucb n. Date Signature of Owner (If owner IS bUilder) [Authorized Agent T \Pohcles\1102_15 bUlldmg penmt mspeclton record05 wpd [1/4/2005] Date . ~ 'PORT -\.~ 8~O~~~ ,. ~-- ~~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 05-00000429 Application pin number 972911 Page Date 2 6/15/05 Special Notes and Comments than 12" in height. Numbers colors must contrast with wall color they are mounted on. lOrd. 14.36.050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain location. No pressurized or pumping to curbs are allowed. An inspection by Building Department is required pr~or to backfill. 06/07/2005 12:44 PM SROBERDS --------------------------- Construct s.f. res~dence w/attached garage in RS-9 for total lot coverage of 27%. No land use issues noted. Electrical load calculations and elctrical permits are required. Any modifications to the City's electrical facilities will be at the customer's expense. LOAD CALCS ARE REQUIRED. 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 766.85 766.85 .00 .00 Plan Check Total 234.58 234.58 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 2775.93 2775.93 .00 .00 Separate Permits are reqwred for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to Violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) T-\Pohcles\ 11 02_15 bUlldmg permit mspecl10n record05 wpd [1/412005] BUILDING PERMIT INSPECTION RECORD . CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES 0 I PLEASE PR9VIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN: A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE ~ . ~ '0 INSPECTION TYPE DATE ACCEPTED COMMENTS I I YES NO FOUNDATION: q~,~-o5' JlJ- f)"P. FOOTINGS /SJa.b t/ - !)..4- 0 :3 RV WALLS , FOUNDA TlO~ DRAINAGE I DOWN SPOUTS PIERS i POST HOLES (POLE BLDGS ) PLUMBING I UNDER FLOOR I SLAB ~~ . ft/tX, 1lA/ I ROUGH-IN 10-1'1, <!:J.e;- \lL WATER LINE '(METER TO BLDG) GAS LINE I BACK FLOW I, WATER AIR SEAL I / WALLS I II/J-/ Dr ~l-/ CEILING II I I FRAMING JOISTS I GIRDERS SHEAR W ALL{HOLD DOWNS I '0--11'] -t?~ ,} LI- WALLS I ROOf I CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR I INSULATION , SLAB 1 I WALL/~R/~G 1ft /"J-I O( .JlV I MECHANICAL I ~!~ lOG HEAT PUMP I FURNACE I DUCTS ~ -Y?u GAS LINE I WOOD STOVEjl PELLET I CHIMNEY COMMERCIAL HOOD I DUCTS , MANUFACTURED HOMES FOOTING I SL~B BLOCKING & HOLD DOWNS , SKlRTING I PLANNING DEPT. SEPARATE PERMIT #'s SEPA , PARKING/LIGHTING ESA - . - - q - - ----- - I LANDSCAPING SHORELINE I FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE I RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO I ELECTRICAL ELECTRICAL - LIGHT DEPT 417-4735 LIGHT DEPT I CONSTRUCTION R W I PWI CONSTRUCTION - R.W ENGINEERING 417-4807 PW I ENGINEERING FIRE 417-4653 FIRE DEPT I 417-4750 PLANNING DEPT PLANNING DEPT BUILDING i 417-4815 I~ /p,/nt. JVV BUILDING T \Pohcles\1102_15 bUlldmg penmt mspectlOn record05 wpd ['1/4/2005] 7- ~ ~ ~ V) ~ , f, ~ ~ 1113 ><-^'''~ ^" 1119 ~ I I L_.l ,_ ,-- ; -......e \ \ I I I ! ,"- ! I " I j I I ! i Ii 7 I! 8 L_~ ::":-::=-VA '>>>><M"W~"'"""''':'''''<<-'''''''h -..... ~--~ ~- - -- ---- I d \ \ _.I ,/ ~__F'<_"""",<<<<<",,__, Craig.Ave." ^ \ I \ ~_nl' i , (p U/.<--.,_AV/-....,..'" I I I ,/ ~o -JJ ....._..v,.,- L-.". 1 (/ . \ , I J " ,-'f ';< I I . I -1 I I I ! I _L~ I I Campbell-Ave. \. " "--, ~t J I / / / I , ! ~----- ---""''''"<<< ...:J ~H>>m_"'_____'AW 0< 100 I N Area Map Feet J'.,t.'~atum = NA VD 88 nomon; Datum = NAD 83/91 \ t. / -_><O~-*"' "_""""",,,,..,w>y~,_~,,,,, 1_- 7 I. ?i5 'L., ':(1) t::' o Q I L . I I , ....; (f) s.!- (1) t::' ,0 Q This map IS not mtended to be llsed as a legal deSCriptIOn This mapldlawmg IS produced bv the Cavaf Port Angeles [OJ lis own use and pwposes Anv other IIse of this map/drawmg shall not be the responsfblllfl' of the 00' fW\ (~ ~ PREPARED 3/08/06, 16.38,58 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER, INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 3 3/08/06 1136 CRAIG AVE HATHAWAY CONSTRUCTION DEPAOLO, CHRIS J/TERILYN 06-30-14-5-4-0407-0000- 05-00000429 RES NEW SFR (360) 457-5627 (360) 417-9170 SUBDIV. PHONE PHONE PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLM 01 9/13/05 JLL 9/13/05 AP BL3 01 10/14/05 JLL 10/14/05 DA BL3 02 10/17/05 JLL 10/17/05 AP BAIR 01 11/02/05 JLL 11/02/05 AP BLI 01 11/02/05 JLL 11/02/05 AP PW99 01 3/07/06 RV 3/07/06 AP BL99 01 . ~ BUILDING FOUNDATION MONO SLAB 09/13/2005 03,55 PM PBARTHOL --------------------------- 09/13/2005 03,56 PM PBARTHOL --------------------------- BUILDING FRAMING TIME, 17.00 10/13/2005 08,35 AM PBARTHOL DEPAOLO 477-5741 10/14/2005 04,36 PM PBARTHOL --------------------------- tle top plates together BUILDING FRAMING TIME, 17,00 10/17/2005 08 29 AM PBARTHOL --------------------------- 10/17/2005 04 52 PM JLIERLY ---------------------------- BUILDING AIR SEAL 11/01/2005 04 51 PM 11/02/2005 12 48 PM 11/02/2005 04 41 PM BUILDING INSULATION 11/01/2005 04 51 PM CHRIS 417-9170 11/02/2005 12 48 PM JLIERLY ---------------------------- 11/02/2005 04 41 PM JLIERLY ---------------------------- PUBLIC WORKS FINAL 03/07/2006 04 41 PM 03/07/2006 04 41 PM BUILDING FINAL TIME' 03/07/2006 08 46 AM CHRIS 460-5428 TIME 17 00 PBARTHOL --------------------------- JLIERLY ---------------------------- JLIERLY ---------------------------- PBARTHOL --------------------------- RVESS ------------------------------ RVESS ------------------------------ 13.00 DYASUMUR --------------------------- PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME99 01 ~8/06 ~ MECHANICAL FINAL 03/08/2006 04 38 PM JLIERLY ---------------------------- ----------- - --------- ---------------------------------------------------------------------- PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL1 01 9/13/05 JLL PLUMBING UNDER SLAB TIME 17 00 9/13/05 AP 09/13/2005 03,55 PM PBARTHOL --------------------------- 09/13/2005 03,56 PM PBARTHOL --------------------------- PL2 01 10/14/05 JLL PLUMBING ROUGH- IN TIME 17 00 10/14/05 DA 10/13/2005 08,37 AM PBARTHOL DEPAOLO 477-5741 10/14/2005 04,35 PM PBARTHOL --------------------------- no pressure at gauge PL2 02 10/17/05 JLL PLUMBING ROUGH - IN TIME 17 00 10/17/05 AP 10/17/2005 08.27 AM PBARTHOL --------------------------- 477-5741 IF NO PRESSURE ON GAUGE OPEN VALVE VENTS ARE FULL TO THE ROOF WITH WATER ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 3/08/06, 13:28 29 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 5 3/08/06 1136 CRAIG AVE HATHAWAY CONSTRUCTION DEPAOLO, CHRIS J/TERILYN 06-30-14-5-4-0407-0000- 05-00000429 RES NEW SFR SUBDIV PHONE (360) 457-5627 PHONE : (360) 417-9170 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLM 01 9/13/05 JLL 9/13/05 AP BL3 01 10/14/05 JLL 10/14/05 DA BL3 02 10/17/05 JLL 10/17/05 AP BAIR 01 11/02/05 JLL 11/02/05 AP BLI 01 11/02/05 JLL 11/02/05 AP PW99 01 3/07/06 RV 3/07/06 AP BL99 01 ~ Ff- -------------------------------------- COMMENTS RVESS ------------------------------ RVESS ------------------------------ 13:00 DYASUMUR --------------------------- BUILDING FOUNDATION MONO SLAB 09/13/2005 03 55 PM PBARTHOL --------------------------- 09/13/2005 03 56 PM PBARTHOL --------------------------- BUILDING FRAMING TIME. 17:00 10/13/2005 08.35 AM PBARTHOL DEPAOLO 477-5741 10/14/2005 04:36 PM PBARTHOL --------------------------- t1e top plates together BUILDING FRAMING TIME: 17 00 10/17/2005 08.29 AM PBARTHOL --------------------------- 10/17/2005 04.52 PM JLIERLY ---------------------------- BUILDING AIR SEAL 11/01/2005 04 51 PM 11/02/2005 12 48 PM 11/02/2005 04 41 PM BUILDING INSULATION 11/01/2005 04 51 PM CHRIS 417-9170 11/02/2005 12 48 PM JLIERLY ---------------------------- 11/02/2005 04.41 PM JLIERLY ---------------------------- PUBLIC WORKS FINAL 03/07/2006 04 41 PM 03/07/2006 04:41 PM BUILDING FINAL TIME. 03/07/2006 08:46 AM CHRIS 460-5428 TIME 17.00 PBARTHOL --------------------------- JLIERLY ---------------------------- JLIERLY ---------------------------- PBARTHOL --------------------------- AND NOTES -------------------------------------- PREPARED 3/08/06, 16 38,58 CITY OF PORT ANGELES - -TIfSPECTIONTICKET INSPECTOR JAMES L LIERLY PAGE DATE 4 3/08/06 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 1136 CRAIG AVE HATHAWAY CONSTRUCTION DEPAOLO, CHRIS J/TERILYN 06-30-14-5-4-0407-0000- 05-00000429 RES NEW SFR SUBDIV, PHONE (360) 457-5627 PHONE, (360) 417-9170 TYP/SQ REQUESTED COMPLETED INSP RESULT DESCRIPTION RESULTS/COMMENTS PL99 01 3/08/06 ~ -------------------------------------- COMMENTS AND NOTES -------------------------------------- JLL ~I' r 10/17/2005 04 52 PM PLUMBING FINAL TIME 03/08/2006 04 38 PM JLIERLY 17 00 JLIERLY PREPARED 11/02/05, 12 56 51 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 2 11/02/05 1136 CRAIG AVE HATHAWAY CONSTRUCTION DEPAOLO, CHRIS J/TERILYN 06-30-14-5-4-0407-0000- 05-00000429 RES NEW SFR BLM 01 9/13/05 JLL 9/13/05 AP BL3 01 10/14/05 JLL 10/14/05 DA BL3 02 10/17/05 JLL 10/17/05 AP BAIR 01 ~~ BLI 01 11/02/05 .JS;,p- I l SUBDIV PHONE PHONE (360) 457-5627 (360) 417-9170 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BUILDING FOUNDATION MONO SLAB TIME: 17 00 09/13/2005 03.55 PM PBARTHOL --------------------------- 09/13/2005 03:56 PM PBARTHOL --------------------------- BUILDING FRAMING TIME: 17:00 10/13/2005 08 35 AM PBARTHOL DEPAOLO 477-5741 10/14/2005 04 36 PM PBARTHOL --------------------------- t1e top plates together BUILDING FRAMING TIME. 17 00 10/17/2005 08 29 AM PBARTHOL --------------------------- 10/17/2005 04 52 PM JLIERLY ---------------------------- BUILDING AIR SEAL 11/01/2005 04 51 PM PBARTHOL --------------------------- 11/02/2005 12 48 PM JLIERLY ---------------------------- BUILDING INSULATION 11/01/2005 04 51 PM PBARTHOL --------------------------- CHRIS 417-9170 11/02/2005 12 48 PM JLIERLY ---------------------------- -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 10/14/05, 10:43 58 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 4 10/14/05 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER. 1136 CRAIG ST HATHAWAY CONSTRUCTION DEPAOLO, CHRIS J/TERILYN 06-30-14-5-4-0407-0000- 05-00000429 RES NEW SFR SUBDIV PHONE (360) 457-5627 PHONE. (360) 417-9170 PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL1 01 9/13/05 9/13/05 JLL AP PLUMBING UNDER SLAB TIME 17 00 09/13/2005 03.55 PM PBARTHOL --------------------------- 09/13/2005 03 56 PM PBARTHOL --------------------------- PLUMBING ROUGH-IN TIME 17 00 10/13/2005 08'37 AM PBARTHOL DEPAOLO 477-5741 PL2 10/14/~ /J~,~ tC111 ~ ~ --------------------~---~~~ NOTES 01 PREPARED 10/17/05, 12,21:01 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . APPL NUMBER INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 10 10/17/05 1136 CRAIG ST HATHAWAY CONSTRUCTION DEPAOLO, CHRIS J/TERILYN 06-30-14-5-4-0407-0000- 05-00000429 RES NEW SFR (360) 457-5627 (360) 417-9170 SUBDIV PHONE PHONE PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BUILDING FOUNDATION MONO SLAB 09/13/2005 03 55 PM PBARTHOL --------------------------- 09/13/2005 03 56 PM PBARTHOL --------------------------- BUILDING FRAMING TIME 17.00 10/13/2005 08 35 AM PBARTHOL DEPAOLO 477-5741 10/14/2005 04 36 PM PBARTHOL --------------------------- t1e top plates together BL3 02 10L17/05____JLL BUILDING FRAMING TIME. 17:00 ;~~;~-;~~~~~;-=~~=~~~~~=--~~-~~--~--~~~~~~~-===========================----- REQUESTED INSP DESCRIPTION COMPLETED RESULT RESULTS/COMMENTS BLM 01 9/13/05 9/13/05 JLL AP BL3 10/14/05 10/14/05 JLL DA 01 TYP/SQ PL1 01 9/13/05 JLL 9/13/05 AP PL2 01 10/14/05 JLL 10/14/05 DA PL2 02 ~~ TIME 17 00 PLUMBING UNDER SLAB TIME: 17'00 09/13/2005 03,55 PM PBARTHOL --------------------------- 09/13/2005 03:56 PM PBARTHOL --------------------------- PLUMBING ROUGH-IN TIME: 17 00 10/13/2005 08:37 AM PBARTHOL DEPAOLO 477-5741 10/14/2005 04.35 PM PBARTHOL --------------------------- no pressure at gauge PLUMBING ROUGH-IN TIME: 17.00 10/17/2005 08 27 AM PBARTHOL --------------------------- 477-5741 IF NO PRESSURE ON GAUGE OPEN VALVE VENTS ARE FULL TO THE ROOF WITH WATER. -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 10/14/05, 10:43.58 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 3 10/14/05 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 1136 CRAIG ST HATHAWAY CONSTRUCTION DEPAOLO, CHRIS J/TERILYN 06-30-14-5-4-0407-0000- 05-00000429 RES NEW SFR SUBDIV PHONE PHONE (360) 457-5627 (360) 417-9170 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS 01 9/13/05 9/13/05 JLL AP TIME: 17 00 BLM BUILDING FOUNDATION MONO SLAB 09/13/2005 03:55 PM PBARTHOL --------------------------- 09/13/2005 03 56 PM PBARTHOL --------------------------- 10/14/0~ JLL BUILDING FRAMING TIME 17:00 'tj~r--'-/ J ~ 10/13/2005 08 35 AM PBARTHOL I / fY' DEPAOLO 477-5741 ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- 01 BL3 fli- ~f <<)J7~<f lOf~ ~ .. . .~. ",-.~. ;:;.._........-..~_,:{ - . .',,~,_........-'- ~___~.... . iV..... -'v ".~ . . BUILDING DIVISION CITY OF PORT ANGELES * * Job Located at Correction Notice , 'i .... G/?/fftr Ar lilt Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction: ~mJ($/,vt} - (0 tcr ;/~ 77~il I/llro (#0 d~gj-<r\. t#1I-zAf aff<E.66f.JJ ~/f'tt T#/F-r) UI'!-<:;; /h(JV~~ r- , These corrections must be made and are not to be covered until reinspection is made. When corrections have been made, please call for inspection. Dale I~~j! In.pocto< to' B IIdlng OI,',lon (, DO NOT REMOVE THIS-TAG PREPARED 9/13/05, 12 48.05 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 9/13/05 ~~~~i~~~:--Jl;r~~~-~;~~-------------~~~~~~------------------------------------ OWNER DEPAOLO, CHRIS J/TERILYN PHONE (360) 417-9170 ;~~~:~~~~~-~~~=~:~:~~~~~:~~~;~~~~-~~~~~--~;)-~--~~~-------------------------------- PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFS 01 4/28/03 RV BUILDING FOOT /SLAB 4/28/03 AP BL99 01 6/12/03 JLL BUILDING FINAL *6/12/03 AP BLFS 02 / 3.10 _~ BUILDING FOOT /SLAB .A. ~ p./{) S ~ /7, P1r- -p-- 477-5741 (fAy -------------------------------------- COMMENTS AND NOTES -------------------------------------- cr ~/lf5fb.n6)/ I0vr ~ O/t--- '-----.------Ut'Jd.D. ~~~ ~. //3? {)1$ 9 ~() C! . J-- y . , I/., I I, ,oJ' .1 ,.: .~ 4J; ( I..." I '" . o-L /)1 I '"\ . . J... -." . f C' ,,-' ". l' t. '. Ir ..1-. " _ 0 I / :": ...,' ~'::': !;.J / CJ a. ~ \.-.. t . I.' " I c;-() l ~.~ ..f (,) .' _~':; /',.,,0 r:"/ .1_:.-~. t! . <T . 1^1 Y Iii (); eCt- t9Pi. ! :1 'f rJ ~ j. ;/.'.' (J-. c:h {: .r -/- /:,///: ? OC-oOc)2oif2...9 f+ (' 0 U ~ t<v 1)-<. Q /'! I.( OJ -t:_~ l ~_' (.i)/! .S C' "n T 4. ~ f ~?l f~!~_?e4 0/ (j ~ I 7 - il/Q 1 . d Ol.IS-l.lp-OSE oloedaa ul=:lt.Jal - II 3G. . eira j sf dS2:l.0 so l.O das BUILDING PERMIT - APPLICATION FOR OFFICIAL USE ONLY: Date Rec.: b - I - 0::;- Pennit#:~ Date ApPToved:~ Date Issued: Fill out COMPLETELY and in lNK. Your application and site plan MUST COl\1PLETE to be accepted for review. If you have any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 Applicant or Agent:. C rtr : ~ -I' l:"~ Lf" ( LJ Uj n D~ pC)~e i "Phone: ...3 t~ 0 . ~II i .. a lib Owner: C-rv- {S-f T~ r'1 Ly r\ ~ ae lO Phone: l-{ t '1 . q \ t D Address: (ILl /.) (rOJ ~ AV.L-. City: PD,+ A nOr R/le_~s Zip: QS<'3Jt1.:t I' ..I ArcbitectJEngineer: C...hdr Ii ~ S tV) I + r, Phone: Jt.J;O' 1-/ f,CA' u I 1 l(; Contractor . tJ tJ-rtJ.-fJ....v\/4 y ~ r1.5f: State License #: Exp: Phone: Address: I I L.-lO . L r o.-J. C-I tC1;V...K City: P 0 r + A ~ ~ Zip: 0, ~ 3 U ~ PROJECT ADDRESS: 'lil6 C-ra.:..f a A'v'..t. ,6+( W ZONING: Q 6 C\ J . . LEGAL DESCRJPTION: Lot: B Block: Subdivision: CLALLAM COUNTY PARCEL NUMBER: 0 LP ~ D f;J ~ 5 t..J () LI (') I Credit Card Holder Name: Billing Address: Credit Card Type VISA MC # TYPE OF WORK: ~ Residential a( New Constr. 0 Re-roof o Multi-family 0 Addition 0 Mgve o Commercial 0 Remo4el 0 Demolition o Repair 0 Sign. BRlEF DESCRIPTION OF THE PROJECT: City: o Stove ~ Garage o Deck o Other g OA-O- crz- Exp. ~ate: ~ SIZEN ALUATION: \'..11 ~\""_SF.@$ /SF.=$ -l-"~ ItD"'$~ 9--0~ SF. @$ /SF. = $1.2:, 00. SF.@$ /SF.=$ TOTAL VALUATION $](.4;~U ;- ~i-LLrJ.. I () ~s..t'?I::A:O (' J - COMMERCIALJRESIDENTIAL: Occupancy Group: No. of Stories: .l- Lot Size: 4(p()O Existing Sq. Ft Total lot cove~ge "2.( "Ie % Occupant Load: Construction Type: '6- N ~ & Proposed Sq. Ft ) 2 ~ (;' = TOTAL Sq. Ft ) 2 3 ~ \. ~-t' ESNWetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other: APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER: PLANNING USE ONLY: VALUATION OF CONSTRUCTION: In all cases, a valnation amount must be entered by the applicant This figure will be reviewed and may be revised by the Building.Di~ion to comply with current fee schedules. - C~ntact the PemIit Coordinator at 417-4815 for assistance. PLAN CHECK FEE: IF a plm check fee is due it must be submitted at the time the building permit application and consttUctiou plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF:PLANREVIEW: If no permit is issued "Within.180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant 1:P to 180 d'ays upon written request by the applicant (see Section Rl 05.3.2 of the International Building{Residential Code, 2003). No application can be extended more than once. . I 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 1 must obtain such peT/nits prior to work. "IRVES"!'LDG-f_-""""",,\20Il4-Buildfugpo-m;lwpd APPli="~ ~~" . Dote: ->. 111\ JVlf:- 6 G ?ill~~ f~;,~' ~ ::~:q~:l,~ ,1,( I ; - - Prescriptive Approach - Simple Form For the Washington State Energy Code (2003 Edition) Climate Zone 1 Site Information Building Department Use Only Lot. 6 Permit #. Address \ \ 3b ~ro.~5 A:ve- , Notes: City. State ZIp' " , '::!"'~' _ C" . __ Contact. Phone Phone 2 ~' :A _ ~ ~ _ , _,' __ ",_' _ ., ,_~_ =:^ I., '" " 0:- " ~~" !,""' _1, >':f, , " ~- - ~ , , '- - '- ~ _ I' ,,'_1 -,) " ,>,1" _ '< ''', <. -, ~ -- . \, . -. ; ~, < -to ,_ ,,< "- " ^'A >," '~.;,_..,,' ~, ~":L' Fax: -.i'. \, 1-- ~,'L-> " , ,;J l - \~' 1 '~,- - - 1 > -, - I !:~ "l~Ii<< ~-'::"'"l <:; >)t;\""n~-_;, -7..">f-::'-',<~i'i" ".<:~,\--S~','"~;;"!<Eri'= ':s,=,..:>,=s_~>,.I,~i (Unlmllted Gazing 0 tlon ny Glazmg Glazmg U-Factor Door9 Wall Wall Wall Slab4 OptIOn Area 10 U- Ceiling2 Vaulted Above Int4 Ext4 Floor5 On % of Floor VertIcal Overhead I] factor CeilIng3 Grade Below Below Grade Grade Grade III UnlimIted Group R-3 0.40 0,58 0.20 R-38 R-30 R-21 R-21 R-IO R-30 R-I0 Occupancy Only Table 6-1 PRESCRIPTIVE REQUIREMENTS 0,1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 I 0 I) See the code text for footnote references This project complies with the following: ./ The project IS a Single family residence or duplex. ./ The project IS wood frame OR all of the insulation is mtenor or extenor of the frammg ./ All bUIlding components meet the requirements listed in Table 6-1, Option III ./ The project Will meet all other provIsions of the WSEC and VIAQ The project will take advantage of the following exceptions to the prescriptive option o 6026 Exception 1 One door, that IS 24 ft.2 or less, that does not meet the standards IS allowed Location of the door taking thiS exception o 602.6 Exception 2 Doors With a U-factor of 0 40 allowed Without calculations, Option III only Location of the door(s) taking thiS exception Copynght 2002, WSUCEEP02-056 CopIed by permission from the Washington State Umverslty ExtenSIOn Energy Program Prescnptlve - Simple Form - Climate Zone 1 7/26/2004 Roof Beamr 2000 International BUlldinQ Code (97 NDS) 1 Ver. 6 00 7 By' Charles Smith, Lindberg & Smith on' 05-02-2005 : 1229'56 AM Project DEPAOLO - Location. ROOF 1 Summary: 3125 IN x 12 0 IN x 16.0 FT /24F-V4 - Visually Graded Western Species - Dry Use Section Adequate By: 1587% Controlling Factor: Section Modulus / Depth ReqUIred 8 48 In Deflections: Dead Load Live Load Total Load Reactions (Each End) Live Load: Dead Load Total Load BeannQ Lenqth Required (Beam only, support capacity not checked)' Camber Reqd. Beam Data Span Maximum Unbraced Span: Pitch Of Roof Live Load Deflect Criteria: Total Load Deflect. Criteria: Camber Adjustment Factor: Roof Loadlnq' Roof Live Load-Side One: Roof Dead Load-Side One. Tributary Width-Side One Roof Live Load-Side Two: Roof Dead Load-Side Two. Tributary Width-Side Two Roof Duration Factor. Beam Self Weiqht: Slope/Pitch Adjusted Lenqths and Loads: Adlusted Beam Lenqth Beam Uniform Live Load. Beam Uniform Dead Load' Total Uniform Load' Properties For 24F-V4- Visually Graded Western Species BendlnQ Stress: Shear Stress Modulus of ElastiCity :0 ~'lE Stress Perpendicular to Grain Bendlnq Stress of Compo Face In Tension' Adjusted Properties Fb' (Tension). Adjustment Factors: Cd=1 15 CI=O 99 Fv" Adlustment Factors' Cd=1.15 Design Requirements: ControlhnQ Moment: 80ft from left support Critical moment created by combining all dead and live loads Controllinq Shear. At a distance d from support Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment). Area (Shear). Moment of Inertia (Deflection) DLD= LLD= TLD= LL-Rxn= DL-Rxn= TL-Rxn= BL= C= L= Lu= RP= U U CAF= LL1= DL1= TW1= LL2= DL2= TW2= Cd= BSW= Ladi= wL= wD adi= -wT= Fb= Fv= Ex= Ey= Fc perp= Fb_cpr= Fb'= Fv'= M= V= Sreq= S= Areq= A= Ireq= 1= 010 027 038 1200 452 1652 081 015 160 20 4 240 180 1 5 500 150 20 50.0 150 1 0 1 15 9 16.0 150 57 207 2400 190 1800000 1600000 650 1200 2736 219 PSI IN IN = U703 IN = U511 LB LB LB IN IN FT FT . 12 XDLD PSF PSF FT PSF PSF FT PLF FT PLF PLF PLF PSI PSI PSI PSI PSI PSI PSI 6610 FT-LB 1454 LB 2899 IN3 7500 IN3 998 IN2 3750 IN2 15860 IN4 . 450 00 IN4 , Roof Beam[ 2000 International BUlldinQ Code (97 NDS) 1 Ver 600 7 By. Charles Smith, Lindberg & Smith on 05-02-2005 12.3305 AM ROOF2 Prolect DEPAOLO - Location Summary 3.5 IN x 7 25 IN x 40FT / #2 - Douqlas Fir-Larch (North) - Dry Use Section Adequate By. 42 3% Controlling Factor Area / Depth Required 549 In Deflections: Dead Load Live Load: Total Load. Reactions (Each End) Live Load: Dead Load: Total Load. Beanng Length Required (Beam only, support capacity not checked): Beam Data: Span. Maximum Unbraced Span: Pitch Of Roof: Live Load Deflect. Criteria. Total Load Deflect Cnteria Roof Loadinq: Roof Live Load-Side One. Roof Dead Load-Side One: Tributary Width-Side One. Roof Live Load-Side Two: Roof Dead Load-Side Two. Tributary Width-Side Two Roof Duration Factor Beam Self WelQht: Slope/Pitch Adlusted Lenqths and Loads Adlusted Beam Lenqth Beam Uniform Live Load. Beam Uniform Dead Load Total Uniform Load. Properties For. #2- DouQlas Fir-Larch (North) Bendinq Stress. Shear Stress. Modulus of ElastiCity. Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension). Adjustment Factors. Cd=1.15 CI=1 00 Cf=1 30 Fv' Adjustment Factors: Cd=1.15 Design Requirements: ControllInq Moment: 2.0 ft from left support Cntical moment created by combining all dead and live loads Controllinq Shear. At a distance d from support Cntlcal shear created by combining all dead and live loads Comparisons With Required Sections Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection) DLD= LLD= TLD= LL-Rxn= DL-Rxn= TL-Rxn= BL= L= Lu= RP= U U LL1= DL1= TW1= LL2= DL2= TW2= Cd= BSW= Ladl= wL= wD adl= -wT= Fb= Fv= E= Fc_perp= Fb'= Fv'= M= V= Sreq= S= Areq= A= Ireq= 1= 001 002 003 1400 455 1855 0.85 40 20 4 240 180 500 150 20 500 150 120 1 15 6 40 700 228 928 850 95 1600000 625 1267 IN IN = L/2117 IN = L/1598 LB LB LB IN FT FT . 12 PSF PSF FT PSF PSF FT PLF FT PLF PLF PLF PSI PSI PSI PSI PSI 109 PSI 1855 FT-LB 1299 LB 1757 IN3 30.66 IN3 17.83 IN2 2538 IN2 1260 IN4 111 15 IN4 Roof Beamr 2000 International BUlldlnq Code (97 NDS) 1 Ver. 6 00 7 By Charles Smith, Lindberg & Smith on 05-02-2005 12 34 15 AM Prolect DEPAOLO - Location ROOF 3 Summary: 3 5 IN x 5 5 IN x 3.0 FT / #2 - DouQlas Fir-Larch (North) - Dry Use Section Adequate By 442% Controlling Factor Area / Depth Required 4.11 In Deflections' Dead Load: Live Load: Total Load: Reactions (Each End): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, support capacity not checked): Beam Data Span' Maximum Unbraced Span: Pitch Of Roof. Live Load Deflect. Criteria' Total Load Deflect. Criteria: Roof Loadinq' Roof Live Load-Side One Roof Dead Load-Side One Tributary Width-Side One Roof Live Load-Side Two Roof Dead Load-Side Two Tributary Width-Side Two Roof Duration Factor Beam Self Weiqht: Slope/Pitch Adlusted Lenqths and Loads' Adjusted Beam Lenqth' Beam Uniform Live Load' Beam Uniform Dead Load. Total Uniform Load: Properties For #2- Douqlas Fir-Larch (North) Bendlnq Stress: Shear Stress: Modulus of Elasticity Stress Perpendicular to Grain' Adjusted Properties Fb' (Tension)' Adjustment Factors: Cd=1 15 CI=1 00 Cf=1.30 Fv" DLD= 001 IN LLD= 002 IN = U2191 TLD= 002 IN = U1656 LL-Rxn= 1050 LB DL-Rxn= 339 LB TL-Rxn= 1389 LB BL= 063 IN L= 30 FT Lu= 20 FT RP= 4 12 U 240 U 180 LL1= 500 PSF DL 1 = 150 PSF TW1= 20 FT LL2= 500 PSF DL2= 150 PSF TW2= 120 FT Cd= 1 15 BSW= 5 PLF Ladj= 30 FT wL= 700 PLF wD_adj= 226 PLF wT= 926 PLF Fb= 850 PSI Fv= 95 PSI E= 1600000 PSI Fc_perp= 625 PSI Fb'= 1268 PSI Fv'= 109 PSI M= 1042 FT-LB V= 972 LB Sreq= 986 IN3 S= 1765 IN3 Areq= 1335 IN2 A= 1925 IN2 Ireq= 531 IN4 1= 4853 IN4 Adlustment Factors. Cd=1 15 Design Requirements' ControlllnQ Moment. 15ft from left support Cntical moment created by combining all dead and live loads ControllinQ Shear: At a distance d from support Cnlical shear created by combining all dead and live loads Compansons With Required Sections' Section Modulus (Moment). Area (Shear): Moment of Inertia (Deflection)' Roof Beam[ 2000 International BUlldlnq Code (97 NDS) 1 Ver: 6 00.7 By: Charles Smith, Lindberg & Smith on: 05-02-2005 12'3454 AM Project DEPAOLO - Location: ROOF 4 Summary. 5.5 IN x 7.25 IN x 5.0 FT / #2 - Douqlas Fir-Larch (North) - Dry Use Section Adequate By. 150% Controlling Factor: Section Modulus / Depth Required 6.76 In Deflections: Dead Load: Live Load: Total Load. Reactions (Each End): Live Load: Dead Load: Total Load: Beanng Length Required (Beam only, support capacity not checked): Beam Data: Span' Maximum Unbraced Span Pitch Of Roof: Live load Deflect. Cntena' Total load Deflect Cntena' Roof Loadinq' Roof Live Load-Side One' Roof Dead Load-Side One Tributary Width-Side One' Roof Live Load-Side Two: Roof Dead load-Side Two: Tnbutary Width-Side Two Roof Duration Factor: Beam Self Welqht: Slope/Pitch Adlusted lenqths and loads: Adlusted Beam Lenqth: Beam Uniform Live Load. Beam Uniform Dead load: Total Uniform Load: Properties For. #2- Douqlas Fir-Larch (North) Bendinq Stress. Shear Stress Modulus of Elasticity' Stress Perpendicular to Grain' Adjusted Properties Fb' (Tension) Adjustment Factors Cd=1 15 CI=1 00 Cf=1 00 DLD= LLD= TLD= LL-Rxn= DL-Rxn= TL-Rxn= Bl= L= Lu= RP= U U lL1= Dl1= TW1= lL2= DL2= TW2= Cd= BSW= Ladl= wl= wD adl= -wT= Fb= Fv= E= Fc_perp= Fb'= Fv' Fv'= AdJustment Factors Cd=1 15 Design Requirements Controllinq Moment 2.5 ft from left support Cntical moment created by combining all dead and live loads. ControllinQ Shear. At a distance d from support. Cntical shear created by combining all dead and live loads. Comparisons With Required Sections Section Modulus (Moment) Area (Shear): Moment of Inertia (Deflection)' M= V= Sreq= S= Areq= A= Ireq= 1= 001 IN 0.04 IN = U1384 006 IN = U1041 1750 LB 578 LB 2328 LB 068 IN 50 FT 20 FT 4 12 240 180 500 PSF 150 PSF 20 FT 500 PSF 150 PSF 12.0 FT 1.15 10 PLF 50 FT 700 PLF 231 PLF 931 PLF 725 PSI 85 PSI 1300000 PSI 625 PSI 833 PSI 98 PSI 2910 FT-LB 1769 lB 41 91 IN3 4818 IN3 2715 IN2 3988 IN2 3028 IN4 174 66 IN4 Roof Beamr 2000 International BuildmQ Code (97 NOS) 1 Ver 600.7 By. Charles Smith, Lindberg & Smith on: 05-02-2005 : 123542 AM Prolect DEPAOLO - Location: ROOF 5 Summary: 35 IN x 5 5 IN x 35FT / #2 - Douqlas Fir-Larch (North) - Dry Use Section Adequate By' 435.7% Controlling Factor' Area / Depth Required 2 24 In Deflections' Dead Load. Live Load: Total Load. Reactions (Each End): Live Load Dead Load: Total Load Beanng Length Required (Beam only, support capacity not checked)' Beam Data' Span: Maximum Unbraced Span: Pitch Of Roof Live Load Deflect. Cntena. Total Load Deflect Critena. Roof Loadinq. Roof Live Load-Side One: Roof Dead Load-Side One: Tributary Width-Side One: Roof Live Load-Side Two: Roof Dead Load-Side Two: Tnbutary Width-Side Two: Roof Duration Factor Beam Self WeiQht. Slope/Pitch Adjusted LenQths and Loads Adlusted Beam Lenqth: Beam Uniform Live Load Beam Uniform Dead Load' Total Uniform Load: Properties For' #2- Douqlas Fir-Larch (North) Bendmq Stress. Shear Stress Modulus of ElastiCity Stress Perpendicular to Gram' Adjusted Properties Fb' (Tension). Adjustment Factors Cd=1.15 CI=1 00 Cf=1 30 DLD= LLD= TLD= LL-Rxn= DL-Rxn= TL-Rxn= BL= L= Lu= RP= U U LL1= DL1= TW1= LL2= DL2= TW2= Cd= BSW= Ladl= wL= wD adl= -wT= Fb= Fv= E= Fc_perp= Fb'= Fv': Fv'= Adlustment Factors: Cd=1 15 Design Requirements: ControlhnQ Moment: 1 75 ft from left support Cntlcal moment created by combining all dead and live loads Controllinq Shear At a distance d from support. Critical shear created by comblnmg all dead and live loads Compansons With Required Sections' Section Modulus (Moment) Area (Shear) Moment of Inertia (Deflection): Sreq= S= Areq= A= Ireq= 1= M= 000 IN 001 IN = U6440 001 IN = U4779 263 LB 91 LB 354 LB 016 IN 35 FT 20 FT 4 12 240 180 500 PSF 150 PSF 20 FT 500 PSF 150 PSF 1 0 FT 1 15 5 PLF 35 FT 150 PLF 52 PLF 202 PLF 850 PSI 95 PSI 1600000 PSI 625 PSI 1268 PSI 109 PSI 309 FT-LB 262 LB 293 IN3 1765 IN3 359 IN2 1925 IN2 183 IN4 4853 IN4 V= OCT-10-2005 08:53 AM E.JANSSEN 360 452 2982 poet " Ut~ ..~ F1"<lrlcal Contractor s $;~'. ~ , . .. . (J OwnCl' ,,~.....~ ELECTRICAL WORK PERMIT APPLICATION CJ Requestlnspectlol! .. .1 \U1I1I81 Permit I:l AIOI"m 0 Calrlll".1 Q Commerciul .. Re,identl.o.1 Q Resldentiall Mahlt, Q Slenl 1:1 Thermo.tat l:J Tetecorn. ;;f;~rBctor;r,tLE /~8'" ":t" 'd~t. Licr.:nsc number ~'II ~ e/~c..f~ICA-1 Sf ,JA-_ 'f1S~ 2.. St"'.PI l/V "V <f~ %. '2.... Innall:\lion dtscriptiOI1 N t.~ (..n ^--<J.,........Q..~ Id, wired by .Ill Electrical Contractor CI Owne.. rAX nUl\lbCI :2... s/& '7;;10 I J-3 (:;, G&,4G/L /~U5tL .SQ rLr LJ :' l'lill~ll" vwnc,', r"tme G.Hf..I<; of- Te~~~. 1\ <n ~e IQ \;I"i~U'I'''';._C~~~ , '';::) L '-{/7-C[/70 o Cosh 0 Check # o Credit Card Vi", Card II M LLc::tercard Discover -,'J:.:hy ('('flify lhat I am tha owner of the ubovc named properly or il licell.liec.l .<li...:d crmfrac101' (or the firm's DllthorilCd iltlC'lll) and am making the ~lc,'rriC'al '.IL\lion or llhcrution in cOOlplinnce with lhl' cIltClricallnw, (,hal)[~l t Cl.2R R('W. \ - - - ------- - -- --- - -- - - --- CTD .' ~1':ollrllrC' of WII('r, ~ledrlcCll ('Aft rn\'tur or c1ectrklll ndmlllht"3.lor- Expiratiun Date of cord WAl.LS tnliulBtion Only , an .JNG InsulntilJ1\ Oilly . ~'0 Cover /f). ~ / Il ' ^I'f"'w...d I}r ,4uQ ,(PPI'llYCdllr n~I~' t\!'III\JY~lt Dy /t/l...(::';v" ~ / lIlliIII'''' . Appnw\'dOy ..-""" (.- l,.,l.'HF.RMOSTAT - "mmlv~ SERVICE /5i:;;t.,- :.f:!f:) ....'..n~;~- DITCH FEEDER llllC ^l'l'm\'~(l A~ UIlIe ^ppm\lCd R,Y I" ,t;Ct~IC81 Losq,Addltlons ana...o.r 8u.~Jrllctlon5 ,() LOAD CHANGES . ,~j.('board __ KW ,:rnace KW 'l'i~'1 Pump __ Ton _ LAA ,'.Wall KW Service Information g Ov~rh8ad Service Q TornI' Service o Underground Service Vollage 12e /~ .. . Ph...1S-,03 Service Size; ~ 2."o~ Feeder Size: ~ 11l~I\I'C'lion Area. Bui1dil1~ or P(plipl\\\.~nl Jn~r':(:lcd Actinn TOIlkcll Electrical [);lll' Inrpcctor /;fll/~( 77 ,~r-.oI~ ~ - ~'d/(L"tl... f/~ looJAlrtJ), of (Lz. 'P c..-4-7~ A-/ ~-""-z-.1P'p 1 .'14/0 cp' ~ - ... 3-(v~()& ' h/Y~1L .. . Ai,?' ~() - . ~ .. - .. "0 . .- u /7iO fD/U) /D<:""'