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Home My WebLink About814.5 Caroline Street Address: 814 %2 Caroline Street PREPARED 11/01/13, 9:28:05 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 11/01/13 ADDRESS . : 814 1/2 CAROLINE ST SUBDIV: CONTRACTOR NORTHWEST BUILDERS PHONE (360) 461-6246 OWNER JOHN W AND CHRISTY WRIGHT PHONE (360) 452-8092 PARCEL 06-30-00-5-1-3725-0000- APPL NUMBER: 13-00000412 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------ ------- ------------------------------------- PW2 01 6/12/13 RV PUBLIC WORKS SEWER CONNECTION 6/12/13 AP June 12, 2013 1:50:26 PIN rvess. June 12, 2013 1:50:45 PM rvess. BL1 01 6/19/13 JLL BLDG FOUNDATION FOOTING 6/19/13 AP June 19, 2013 8:18:22 AM pbarthol. John 797-3474 June 19, 2013 4:00:30 PM jlierly. BL2 01 7/09/13 JLL BLDG FOUNDATION STEM WALL 7/09/13 AP July 9, 2013 9:37:40 AM pbarthol. John 797-3474 July 9, 2013 4:13:47 PM jlierly. BFWP O1 7/19/13 JLL BLDG FOUND WATER PROOF 7/19/13 AP July 19, 2013 8:49:18 AM jlierly. July 19, 2013 4:13:12 PM jlierly. DSD O1 7/19/13 JLL BLDG DOWN SPOUT DRAINS - 7/19/13 AP July 19, 2013 8:48:49 AM jlierly. john July 19, 2013 4:13:12 PM jlierly. BL9 01 8/13/13 JLL BLDG SHEARWALL 8/13/13 DA ' August 13, 2013 8:09:09 AM pbarthol. John 797-3474 August 13, 2013 4:11:15 PM jlierly. Finish East side gable and provide two straps per plan on E side wall at floor level/jll BL9 02 8/30/13 PB BLDG SHEARWALL 8/30/13 AP August 29, 2013 1:53:15 PM pbarthol. John 797-3474 v September 3, 2013 8:45:40 AM pbarthol. Shearwall ok except for east gable end. BLSH O1 9/04/13 JLL BLDG SHEATHING 9/04/13 DA September 4, 2013 8:32:06 AM pbarthol. John 797-3474a �/ ` ec/ East end gable N• • ��f September 4, 2013 4:01:11 PM jlierly. Not ready call when complete/jll t BL3 01 11/01/13 A BLDG FRAMING iG7•,, �� November 1, 2013 9:21:30 AM pbarthol. John 797-3474 +max: Before 3:00 + ++ .. ....+ <+ COMMENTS AND NOTES -------------------------------------- w ' CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 fes`` ii Application Number . . . . . 13-00000412 Date 5/28/13 Application pin number . . . 065124 Property Address . . . . . . 814 1/2 CAROLINE ST ASSESSOR PARCEL NUMBER: 06-30-00-5-1-3725-0000- REPORT SALES TAX Application type description RES NEW SFR Subdivision Name . . . . . . 011 your State excise fax form Property Use . . . . . . . . L, Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY to the City of POII.! Angeles Application valuation . . 87285 (Location Code 0$02) Application desc SFR ABOVE 2 CAR GARAGE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ JOHN W AND CHRISTY WRIGHT NORTHWEST BUILDERS 824 CAROLINE ST 1542 DAN KELLY RD PORT ANGELES WA 98362 PORT ANGELES WA 98363 (360) 452-8092 (360) 461-6246 ---------------------------------`------------------------------------------ Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . . 720 SQ SFR ABOVE 645 SQ GARAGE Permit Fee . . . . 936.25 Plan Check Fee 608.56 Issue Date . . . . 5/28/13 Valuation . . . . 87285 Expiration Date 11/24/13 Qty Unit Charge Per Extension BASE FEE 670.25 --38.00 7.0000 THOU BL-50,001-100K (7.00 PER K) - 266.00 --------------------------- ---- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 112.30 Plan Check Fee .00 Issue Date . . . . 5/28/13 Valuation . . . . 0 Expiration Date . . 11/24/13 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 7.25 j 1.00 10.6500 EA ME-HOOD/DUCT-MECH. EXHAUST 10.65 3.00 14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD) -44.40 --------------------------------------------------------------- - Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . 142.00 Plan Check Fee .00 Issue Date . . . . 5/28/13 Valuation . . . . 0 Expiration Date 11/24/13 Qty Unit Charge Per Extension BASE FEE 50.00 5.00 7.0000 EA PL-PLUMBING TRAP 35.00 1.00 7.0000 EA PL-WATER LINE 7.00 4.00 7.0000 EA PL-DRAIN VENT PIPING 28.00 1.00 15.0000 EA PL-SEWER LINE 15.00 Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. mem ate Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 I T:Forms/Building Division/Building Permit • � � CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number . . . . . 13-00000412 Date 5/28/13 Application pin number . . . 065124 Qty Unit Charge Per Extension REPORT SALES TAX 1.00 7.0000 EA PL-WATER HEATER 7.00 on your state excise tax form -------- ------------------------------------------------------------------- - Special Notes and Comments to the City of Port Angeles April 26, 2013 9:27:57 AM tamiot. (Location Code 0502) Electrical service at south west corner. Electrical permit required for all electrical work. overhead service fee applied because service is being feed ' by overhead transformer. April 26, 2013 8:11:55 AM rbecker. Will you be installing a fire system, or lawn sprinkler system? If you are call Ron Becker at 360-417-4886, Fax:360-452-4972 or E-mail: rbecker@cityofpa.us Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. May 3, 2013 9:39:54 AM sroberds. The proposal will result in a single family residence above a garage in the RS-7 zone for total lot coverage of,l-fo-7. No land use issues are anticipated as proposed. Lot has been created by a zoning lot covenant and survey NOT by a boundary line adjustment. Sewer connection to be installed per "Dual Sewer Service" standard for future connection. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line 417-4831. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . RES OVERHEAD SERVICE FEE 440.00 STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1190.55 1190.55 .00 .00 Plan Check Total 608.56 608.56 .00 .00 Other Fee Total 444.50 444.50 .00 .00 Grand Total 2243.61 2243.61 .00 .00 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 has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit c BUILDING PERMIT INSPECTION RECORD - PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED, POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. • Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Onl T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit THE �.{ �j c For City Use CITY OF s .SORT NGELES / i 3 �M Permit# �Z W A S H I N G T o w , U. S. ate Received: Z—L 321 E 51b Street ate Approved - Port Angeles,WA 9836 rr ; ; .w. . P:360-417-4817F: 360-417-4711 kg �� Email:permits(@cityofpa.us BUILDING PERMIT APPLICATION Proj ect Address: �' y C 40y/Av� J 7— Phone: rOT 12— Primary Contact: ��`�� `el�`W'r Email: Name vl� 47 4K Phone Property Mailing A A-ss Email Owner City State Zip Name hone` Contractor Address Email Information city State zip Contractors License# Exp.Date: Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) Residential Commercial ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ Classification For the following,fill out both pages of permit application: (check New Construction J3' Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Fire Sprinkler System? Irrigation System? Proposed Bathrooms Proposed Bedrooms Yes ❑ No ,lP Yes ❑ No Project Description 2 C fl'A 7W /115/6. Project Valuation $ - Is project in a Flood Zone: Yes ❑ Nqk Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ I have read and completed the application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within i8o days of submittal,the application will be considered abandoned and the fees will be forfeited. Date Print Name �U�� v' ��l`�l/ ature Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value 00 First Floor Second,Floor Covered Deck/Porch/Entryr D �3 a Deck(over 30"or i" floor) Garage, Carport Other(describe) Area Totals Commercial Structures For Office Use Area Descriptions(SQ FT) Existing Proposed $$Value Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lot Size (sq ft) Lot Coverage (sq ft) %Lot Coverage (Total lot coverage_lot size) Site Coverage(Sq Ft of all impervious) %of Site Coverage (total site coverage_lot size) Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # I Heater(Suspended,Floor, cessed w 11) # �7 Boiler/Compressor Size: # 1 Heating/Cooling appliance # re air/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fire lace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # 5 Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Plumbing Vent piping # Sewer Line # Industrial waste pretreatment interceptor Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx s May 23, 2013 11:33:37 AM PDT Pile Eda List- Commands HelpUW.AW - PUBIIC SECTOR Application Miscellaneous Information Maintenance: Application.number: 13 .00000412 ASSESSOR PARCEL NUMBER. 66=3&00-6-1-3726-0000- Address:. 814 112'GAROLINE ® 5/23/13 ��May 23 2013 `10:17:33 AM rvess 5/23733 �sewer.connection.and sewer system, � 5/23/T3. development fee's from permit 10 383, �-5/23/13 111for 11for street are being j 5/237-13' =,applied to permit•#13-912, 819.1/2 5f23/,13;� Caroline street. if�and when_the re is 5/23/13; Ti construction of a 2nd,'house built-on SI23113 this`lot sewer connection and system ry 5/23/13] development fee's need to be collected. r'r 5/231:13=-ay 23 2013J1.33:25, AM rvess. �i Highlighted'Code'field indicates the line is not available for List selection. OK ll ria=—= Add 417 a t R's r Via-. r, , `. t •M'""-,,,',a�, r ' c 802 r 9 r. 317 r f{ , f � , r a f m- r 1 824 k r 40 / Ilia 818 IN - k r �1 �r MINIMUM 2005 1169043 THIS SURVNATE S S M NO TH THE WASHINGTON Amended Record of Survey THE SURVEYED PARCEL LAY BE SUBJECT TO ER VOLUME 4 SYSTEM.NORTH ZONE,NAD 8OTE PER RECORDED OR OTHER ENCUMBRANCES EITHER VOLUME!{OF SURVEYS,PACE 72(SEC NOTE I). y THIS SURVEY OR S NOT DETERMINED NOT SHOWN HEREON. ALL BFC/NCS ARE RELATIVE TO TO SAID GR/0.ALL THIS SURVEY HEA NOT TS OR THE EXISTENCE DISTANCES ARE REDUCED TO SAID GRID USING THEIR ALL SUCH EASEMENTS VE ENCUMBRANCES OR COMBINED SGL£FACTOR OF 0.9999J78l. ro OBTAIN of portions of Lots 7, 5, V 7 of Block 37 of iNE/R EFFECT ON/HE SURVEYED PARCEL EXCEPT AS GROUND BY 1.0CCS.MULTIPLY DISTANCES SHOWN , SPECIFICALLY SHOWN HEREON. HEREON BY 1.00006717. Norman R. Smiths Subdivision of the Townsite of Port �+ / THIS RECORD D SURVEY MAY DEPICT TIOAA EXISTING THIS SURVEY COMPLIES BY FIELD WAC.731-130-100 Angeles as recorded In Volume K of Deeds, Page /F FENCE LINE$AND OMfR OCCUPADONAL INOMATORS MID WAS ACCOMPLISHED WI WTRAVERSE /N ACCORDANCE WITH WA.C.CHAPTER JJ2-IJO. METHODS USING A 1-SECOND AND/OR 5-SECOND /1 THESE OCCUPA710NAL INDICTORS MAY/ND/GTE A THEODOLITE AND E INFRARED DISTANCE MEASURING ANG Cla/lam County, Washington POTENTIAL FOR CLAIMS OF UNWRITTEN TITLE.LEG4L DEVICE WITH SOME DISTANCE$MEASURED WITH A OWNERSHIP CASED UPON UNWRITTEN RILE CLAIMS STEEL TAPE NAVE NOT BEEN RESOLVED BY THIS SURVEY. MONUMENT/N WELL PER VOLUME J9 OF SURVEYS, FOUND 2-INCH BRASS GP STAMPED PACE 55.POSITION 84SED ON PREVIOUS TIES TO 'Nil 7005 PLS 41968"PER VOLUME THE THEN EXISTING MONUMENT MONUMENT NOW h /SB OF SURVEYS,PAGE BI DESTROYED BY 57AEE7/MPROVEMfNTS, �— —- Caroline Street (LAST VISITED 0!/19/1980) 556J7'58F 120 J4 S56J7'S8E 524.77 �6-MLN SPIKE PER __-�_____________ ________ _____________ _� UNRECORDED SURVEY I S56"J7'58E 87.98 S56J7'58 E 74.97 N56'J75B"W' 171,91 N56'J7'58W J BY KENNETH A.CLARK. -- __ P.L.S.FOR HARRY I EASTERLY EDGE 39.00 49.98 49.98 7x.99 --HERfIERI.LUTED J5 OF LANOSGP/NG 00°D OCTOBER J0, 1980 I 1.0 FAST OF I I 1 40 (SEE VOLUME J9 OF CORNER AFN 2005-1160227 SURVEYS,PACE 55) I I AFN 465940 C o I 0 I I AFN -1160226 AFN 20 - 60226 I Y4 I � 9 I 8 Iw 17 6 A 5 4x 3 I I v OF r EDGE j I Nt, OF MOWfO AREA I r4 rt, o I I I I I I I Allo I IQ J8.00 19.98 49.98 74.99 U, c N56'37'491V 87.98 N56'J7'49"W 74.97 ry N � g 10 11 12 13 14 td' 15 16 17 18 i I I i JS j 40 h ` N56J7'41'W 524.83 ti \I-INCH IRON PIPE WITH LEAD AND Geor8lana Street TACK IN MONUMENT WELL PER VOLUME J9 OF SURVEYS PAGE 55 TACK IN MONUMENT WELL PER ----------1-INCH IRON PIPE WITH LEAD AND x (LAST VISITED 07/24/2005) VOLUMC J9 OF SURVEYS,PAGE 55 (LAST VISITED 07/24/2005) N AMENDMENT NOTE I BRASS CAP FLUSH WITH PAVEMENT PER J- VOLUME IT OF SURVEYS PACE 3J THE PURPOSE OF THIS AMENDMENT 15 TO CORRECT VARIOUS SCRIVENER z (LAST VI5/TC0°4/06/1895) ERRORS AND OMISSIONS FOR CLARIFICATION. THIS SURVEY SHALL First�Street ° SUPERCEOE THE BOUNDARY SURVEY RECORDED AUGUST 22, 2005 /N VOLUME 58 OF SURVEYS, PAGE 82, UNDER CLALLAM COUNTY AUDITOR'S }u FILE NUMBER 2005-1163282 IN ITS ENTIRETY. NOTES LEGEND oW I. THIS SURVEY IS BASED ON THE WASHINGTON COORDINATE SYSTEM. NORTH ZONE, FOUND 5/8-INCH REBAR WITH RED P(ASTI57 OF SURVEYS, PACE SURVEY CAP STAMPED NAD BJ(9T) PER AES TO CITY OF PORT ANGELES GEODETIC CONTROL NETWORK AND INTI-ANDERSON PLS 27665"PER VOLUME MONUMENT IO NUMBERS G74-2-I, G14-J-1 AND H15-7-1 AS SHOWN/N VOLUME � 68 34 OF SURVEYS, PAGE 22, RECORDS OF CLALLAM COUNTY, WASHINGTON. 2. FOR ADDITIONAL BLOCK BREAKDOWN INFORMATION, SEE VOLUME 39 OF SUR✓EYS, h 2 O FOUND 5/8-INCH REBAR WITH YELLOW PLASTIC SURVEY CAP PAGE 55, RECORDS OF CLALLAM COUNTY, WASHINGTON. 3 STAMPED NA-TAYLOR PLS 47968"PER VOLUME 58 OF SURVEYS, PAGE 82 J. FOR LEGAL DESCRIPTION, SEE INSTRUMENT RECORDED UNDER CLALLAM COUNTY p 40 80 FOUND I-INCH IRON PIPE/N CONCRETE WITH PLASTIC SURVEY VI AUDITOR'S FILE NUMBER 2005-1160226. THE SURVEYED PROPERTY IS SUBJECT TO CAP STAMPED IS 9179; FITS LOCATION WITH I/LAINCH IRON PIPE THE ZONING LOT COVENANT RECORDED UNDER AUDITOR'S FILE NUMBER PER UNRECORDED SURVEY BY DARRELL E. PETERSON, P.L.S. FOR THE IZO162996. SCALE/N FEET L . MADISON, DATED MAY 22, 1965 4. ALL FOUND MONUMENTS ARE WITHIN 0.06 OF THEIR CALCULATED POSI7/ON5. • FOUND I-INCH IRON PIPE WITH NO CAP, NOT OF RECORD AFN CLALLAM COUNTY AUDITOR'S FILE NUMBER JV` SURVtI'pRS CERT7f1G41E' '��y� �'Z AUDITOR'S CERURCAATE� THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION FILED FOR RECORD THIS_ ? DAY OF !V 0 LJ2005 AT IN CONFORMANC .E WITH THE RfOUIREMENTS OF THE SURVEY RECORDING ACT AT THE II43 M. IN BOOK 5Q_ OF SURVEYS AT PAGE REQUEST OF HN WRIGHT IN JUNE, 2005. 4e 4 eo s'z/OYufYS^� AT THE REQUEST OF NORTHWESTERN TERRITORIES, INC, P°'I"„r'O1DH.+Ax0.l!a1c7lD1An10 ®NINEsNTEuR^ouDmn.,.oe,.ss oazVYwAcarD�.Wc�m�rosDec (MCHAEL SPLS �6EKI'RFS OSA%A6 COUNTY AUDI R 50"E' ' OCTs sMs 40& °"" 11^'�'T005 DRAM Br. ® I NORTHWESTERN TERRITORIES INC. Amended Record of Survey BLOCK J7 PLAT OIEONED B.SMS E0gkl -LIMO OwnyOTJ-Bwk&l! H] FIN&RENEW.MIA 00"OW000 NepecBOe-Motorists Testtg SHEET 1 DT , N Tt 717 SOLAR PEltCOT,PLBI MI au,WMKION 98MZ(350)462-6491 WWe.0U4M.c0m for. John Wright PAT cD co a--� cc) � rn M CURB LINE OF p CAROLINE ST. 0 _� _.._.._.._.._.._.._..—.._.._ _.._.._. _�_ 0.1 --------FRONT SETBACK04-------=------- I N I O Cal - I LU I —tee I wl I I LU I LU ( c c I ; ' I I Q W I 1 I I PROPOSED RESIDENCE I 74 z -------REAR SETEACKJ A a cQ 0 I y +� CO co co .� o :ATION CENTER LINE 0 N OF ALLEY D 0 0 ;jnao co co NOR ECT o 41 G o o o•, a w SCALE: V = 20'-0" m CD Electrical Information Form —�" Public Works&Utilities Department(360)417-4700 N City Electrical Inspector(360)4174735 Please complete and return to Public Works& Utilities Department 7Name •anent service. Name.and address of party Street: L//1�}� responsible for permanent City/ State 1 ZIP• serviii-M.iM§Mr9 billing? Daytime Phone — 2_ Home Phone • (if other than ak2_w) Site contact: Name Title 6) 1 Daytime Phone Contractor Name Company, Daytime Phone Electri ran Name , Company, IV-)1. Daytime Phone Exca ator Name. Company- Daytime om anDaytime Phone • • 27Existing t11JOjFR 6 t ej:0 ?-&4U& S— ingle-family residence ❑Multi-family residence #of units Commercial ❑Subdivision #of lots ❑Overhead service ❑General service Underground.service ❑'Other• • 51 • • • Description of work: Street address/lot number, / Nearest cross street: Desired connection date Electrical transformerserving property.is ❑on a pole ❑ on the ground . . • 7 2-0 0 Totalsquare footage � s ft. Main disconnect size amps Voltage 0120/240 1 ph ❑1'20/208 3ph ❑277/480 3ph 0120/240 3ph 0480 3W 3ph `❑ Other residential.loads (Lighting refrigerator dishwasher washer) Check all that apply rtandard /C (_ton) 4-.Range/Oven ❑Hot Tub %Z1 Clothes Dryer Heating ❑Pumps Hp) ❑No Load Change U'Watee Heater. ❑Elevator(_Hp) ❑Other • • • Eel 11 • :Pleaseprovide a copy of the following *Detailed plot plan ( dwg or dxf format mandatory for subdivisions) *Electrical one-line drawing showing the service entrance panel and location *Connected load data. *Size and locked rotKr f rs v _CQ�V1._f Applicant's Signature Date 7 77 MAIL OR DELIVER C MPLETED FORM0 321E 5TH STREET PORT ANGELES WA 98362 FAX TO 360-417-4 11 WS WF Information form.xls N�P•%'I Revised 1 15.09 • Simple Heating System:Size: Cl;imate:Zone,:I-: I.- Pr6ject:7nf6rmation ContacI.t fnfordri1.atiorl . . ..... Mike &Jackie Champeaux 425 778-1826 23 Beach Dr. Sequim, WA 98382 Indoor Design Temperature ' 70.> . .... .. Outdoor:Design Temperature: . 23' Desi n Tem era ture:D.i ffer .......................... .. ....... 9. ... p ence.(dT) oT=Indoor Outdoor Design Temp: 47. . Cond;itioned:Floor Area 795 .. Conditioned Volume 7155 .-........I . . Glazing .. ... . CoII py.Surn of:UA from Glazing Schedtale:; 68 Attic : U=Factor.1*:*:�.�...:.�.......:�...*...:�:..:��..*:.91:-.:...I-�:.....*�....:.:-.:......*-��r::.I...':.:*,.....I.:..X.:.:��....*:,9:-.�.:..�:4.::::I�I..*......:...:..:I.��:.-...:.:':�:*:,....:..I.��.w....-�:.I.-.....:.��.��:'.6::�....:I.....*..:...�:.-.:.:..I.�...��.�...-.�I.�.�'7E:.....�I,.::.'-�..E7.9:.r;.:..*I�....�9-�".�.':-�' .Area:....-........�.......�.�...-........* - UA .................�..*.........�....�.......�-........I�.......*....�.........I...*....'....�I..�-.....1.....I�..�'..�.....�........I....�....�......�....--..I R=49 0 027 72Q' : .. 19 4 . �.I�I�.��9�..:.�r--�.....9�.,��...�,!.'.q-.�.�g.---..9.Z:i......:...�:�'..�-...�!-�....�.9...:.:II-,��.I;....�.,.,.��:..,..9�..7�....-.i::-..�:I...,'....::.i.6...*..7:�,..�,:.�...�.!.:..1....:..�.-...��9....:�:�'I..�:.I.�I.:.I..*I.....�9'.�.!,-....:,...:.��....:.6�..:.,..I..�j..66�-.�.:�"....:I....�...r..I..."I'..��d,.*..�..�.."...:..�:..�:...�..!..."..-...�,�...:�..-.:��.:.I�,......r...,...,....ii.-..�,..�.I,,..�.T.l�....9�w.......-..]..-.,::;.:..........t.....I-,I....'..1..,'-,.....,T:............6I.�.�"...,r..F�!�......:.....4.I..I..-�.-.��...!,...,..:..,I..i..�.,.......,..��,..I:..�:�..�...-��....I�-.r..I-�!....�-,..:. .-�-�.M�..!I:,..,...�,I.6.'..:7;9...��.--.,"v.I:-i�.:...,..::.�I9......:[�.9I.'.*;�;:I.*...j...�"':*.I:�..�1.:�..,..I:.:..:,.. :.,:...t 6..�:i...,9:917 ,:.::...I;..-92�I'::..�-.,.1:.:q�6..-:,II.E:,;t�!I.-;:.6 .:!.,.. :N.],,.1,�...I;:-.!..::9-..::�.::'.,.]..,..1 Z.�:::!6.::��9--.'.::..19.:...B..��,.......,.:'--.. .'::.r:�9...I9:.,f�.-�....:... ....I�:9�F�*9r9.:..:...r.......:,.ZE.�..,.�9..:..1I:..�::9-.I..7�..:�".:...�rr:II:..I.i�,.:.6..9��.:.r.9��..��I. .�99..,.,......q.ner..:..��9:,-....�r.91.9��I-1 r:...9,:;:.rr.99"L��9I..'.':r.I:--.....::i%I�I.-999.I!9.-.I...I...rrr..;�� ..�...,rr:'..r �.........:.�...�-I..6.,....-�.'..........�:.:�.::.�...I.w....I...:.:...:........'........I........:......:....:.:.�...�.6.:....................:.:I-.I:...�..'......�...:...-..:-�..I...9..�..I.:....:.:...:.:.*.::.�..:.:...-..I....I..I.....::I....�. 9.:.:...T:.::.::..I:...........*.-4I......I...r .:.:F6.6.�.�.�.::-:....�.-.:. ..I I.M7-�.��9F�M-.�..'.�...�.1..I�-I!��..-I:71..�..7.-�.99'*-..-�..�....-��....�...7:..�.....�....-'-..�..I.7...�....:.-I....'-....�I-.:.7..6�.....-....�........:9-��9,:...'........!....�....�I...... . ,..4�......:.....-...........6..:....9....�:-.r..,........r�.:.......�..-.-:.�:.9*...:... ...............I...........'...I......I....�.....................�......'........I r.....................�....*......�....�............ . R-38 Advanced. 0.026 . Single Rafter or Joist Vaulted Ceilings.. U-:Factor .X Area _ UA . ...: .. .. .. R=38 Vented 0 027 :Above:G.rade:Walls::. ::.:::.: ::U=Factor: X:::::: ..... ......':*..�".....:�......�....*.,...-.........�......�.....�... ......�...I.�9I..........�...�..I..�.....rI....1I.�.....r...'..�.,.�..I...'I..��.I......�.........I-*........I..�.....6..�....�.6I..r....�-......r.I�,...I....I................��.......*�... . .. .....I.Area........... ....UA . . R-21 0 056 1179 25 66 0 Floors - ......-.*...�.....I.I-.9........'I I...*...9....-.......�I..�........ .....�.�-*............-.....................................,......-*..*..-....._..Ir..�._..."...-..r...�..........'..................... .....-�...............',.....%........'.................I..-..-..........* ............'..*..........6.....I.I...,.......-.- ....1..--�.I.*...--..'.�I..`..''9..I..�.,'.....�..�9.. .......'r..I...*..I..............� .. . ......... ........ ......... .. . acto.r:: X: ::Area.. UA: ....�....r I.......�..�......�..�..........-...........�.....I....*....I........ '.....I......I.��_..........-............9......�.....�.....'.�........*I.............. ......,...I..-.I....�.....,...��..... ....�'..........'....'�........�....I.I 9.I.......-I..........*......�....�......-......�..II.........'I...........*I.............r.�....�...........'.........'...'.�..�.......I...I�......-..�-I..I.....,.,.6...I..*...99......�.....-�......I.'.�..,..........�.1.....�.....-.......�..�'.......I..-*....-�..'I..-I.I9.-..........r..*......I......�.-..,I..... .�.......*�......r.-..-....�.......I..........'-..........................I...-...�1-�I'�9..9'�...1..�.-r*.........�....r�......r*�............. ..r�..�..I...�..-.-.............,.��9....r�....I'.r.....�.......,...I.�-.,�..�.,r................. ......I.I.I.I..I..�.91�,.I..... -..-.........9.6.r...................�.r...............�9,.I-,..I.�....I......I.�.. R=30 0.020 645 16.7 Below Gratle Walls: .:: ::::U=F - .... ...... . actor...X...Area..:::: .:::::: I.... .. -. 2'.:D epth::: .... Wails : 0 Oat : .3,5`Depth Walls D 04:1 .. T:Depth:: 1Naals:. 0,03 Slab Below.Grade ::. F.-Factor: X Length:.; .. = UA 2'.Depth 0 5.9 3 5' Depth . .. . ::..0.64.11. ...... .D pth ... 0:57 . Saab an Grade F=Faetor: X Length::: : _ . UA . R=10 2':perimeter 0.54 75 4G.R. R-10 Full:: He-t6d0.55 ..... .... Sum of UA .. . .. .7212 E: w e n. to a . .:.:: ...'r Heat L oatl .: ..:. . p . .._..... ... ... ... .:.............. .....: 9973 Btu/Hour. ..�.�.........I I..........r..'....II1.........�..Ir�...-......�.....I..9.�..I.......-........I..I.....�....I6I.'�..r..I�.I--.....�....�r .......�.,...� ...�II......-....�1...-....I..�..r..�.II99......'..�1 �.I6.�......�........9..�.I......1....I.I�r��I...9..I�9......9 11.�...,.....9...Ir Sum of UA:X QT..:::.... .. .. .. . . Air Leakage Heat Load 3632 Biu:/Hou Volume X:. .:. .. ..:::::::::::::..... .....::.:_:::::::::::::::: :..::::::.:....... ... ::::. ((: 0.6)XA )X A18)) .. .. a3u11d ng.Is. ..Heat Load 136-4 Stu>Hour Air Leakage+Envelope Heat_Loss. 6 -..d..ng and Duct Heat Load 1.5 20407 Btu/Hour Q. , �� If. ucts:are located in unconditioned space Sum of auming Heat Loss:X 111:5 if ducts:are located in conditioned space`.:Sum of Building Heat Lass X 1. .Maximum.Heat Equipment:0utput <150% 30610 Btu/Hour .,..I� Buildmg and:Duct Heat Loss:X 1;50... WSEC Prescriptive Worksheet(2010 Edition) WSUEEP10-010 Copyright 2010 ............. .............................................I...I......... ..................... .I.......I... . ............I ................................................................................................................................. ........... zng.S . ue II .. .. . . . .. Project information. G.ohtact.lnformattori John Wright (360)452-8092 1774 Deer Park Rd. Port An eles, WA 98362 Conditioned Floor Area .795 ...S.:.um of:UA for HeatingZS stwr Sizing 67:5 Sum.of All Glazing Areas From'Below :133 . ..... Glazing to Floor Area Ratio. :':16.73% 602.7.2 Exception Ratio(not to exceed 1a%)0 .... .. . Exterior Doors Plan: Component: Door Percent Width H:etght _G(azirg Door . Door:::. ]DDq ,riptiohR6f.: U-f6dt6e.Gl6z6d: Qt, .FeOt.I"°n Feet :. Area Area UA 3668 solid.c—o.r.e 0.460 2 „ 3 6 , s I. 40:0 18:4II : One ExemptI.Swinging Door�24:Square Feet p 460 1 4;3 6 , s 20:0 9:2 . . Burn of:Glazing Area;:Door Area,.and UA (do not h.clude..exempt:door):.: 40::0 ....18:4 Area We►ghted.U U 4/Area :: I. 0 46 Sum of Area and UA for Heating system sire only(include exempt daorJ 60:0 27 6 Vertical Glazing.(Windows, Glazed door.... g:Exception 602.6:#1) Plat- ComRonent: Glazing Widfh... Height Glazing ID Description Ref:: U factor Qt. Feet "°n Feet "gin,:: Area - A 3050SH1. 0 300;-. 6 ; 3, 5 90::0 27:.00 3026 AWING' 0 300.;, I. I. 2. 3 ,.. 2:;` ,s ; 1.5::0 4:50 3036:SH 0 300;. 1 - 3 ,11_,; 3R:: . s 1:Q;5 3.15 2636 SH1:1 0$0Q 2 211 . s 3; s' , 17;5 . 5:25: ... . .. .... Sum ofArea.and UA 133:0 39:90 . N .. Area Weighted U UA/Area : 0 3q WSEC Prescriptive Worksheet(2010 Edition) WSUEEP10-010 Copyright 2010 ... Overhead.Glazing Plan;: Component. Glazing Width Herghf .. ..... .. Ref; U:: . `Qt.. .Feet ir,on,Feet i...:.. Area: UQ ID Description.::.. ,.' ::.:Sum ofArea:and UA: Weighted U Area =ilA/Area DoUbe Glazed Gar.den Windows Section 602:7.2 Exception Plan: Component.. Width >Height. . ID Description::.. Qt. Feet nen Feet i��n:: Area. Sum of Area Sum afArea X 3(This total rs:autornaticallyincluded in the glazing:area.totaL) . Glazing:UA for:Heating System Size Only Area:X 0 63 WSEC Prescriptive Worksheet(2010 Edition) WSUEEP10-010 Copyright 2010 ......................... ....... ............................................. ... ._.:...... .......... • Presdriptive:Energy:Code:.Compl:iance.for Sin:gj6:Family:and:Duplex::Housing Zone 1 Rrojegt tntprmahgn:::: Contact Information. F John Wright (.360. 452'-8092 .1:7:74 Deer Park,Rd; Part An tiles,WA 98362 „ This set of forms:has been developed to assist permit applicants.documenting :compliance with the Vllashingfon State Energy Cade; (200:9 etlition). This set.:is for structures;built under eh:e:.IRC antl located in Climate Zone:1 The following forms provide m ich of the required documentation for plan:reiriew. The details noted here must also:be s1l:own on:the drawings:(WSEC:104.2): . .. This formas nota substitute for.the energy code itself To obtain a dopy of the energy code, go:to tho:folloWing web::81ddress http:(%www.energy wsu edu/code Gla z og Glazing U Factor Door 9 z Vaulted. Wa112 Wall into Wall ext4 5 S1a66 Option Area:. Ceiling Above: Below Below .. ... on of Floor i t .f.Factoi Ceiling G Vertical: Overhead rade;: Grade Grade_:. Grade::: ...49or . .: R21 : R21 R:10 0, 13% 0 34 0 50 0 20.:' R-38 R 3.8 R 10 R 3Q Adv. Int TB 2 R 49 .. R 21 : R 21 R-:10 II 25% 0 32 0 50 O.20::: R-38 R-58R-10R 30 2. Adv: Int.' : TB R.49 0 r R-21 . R 21 ::::R-l0::: O III Unt►mited 0.30 0:50. 0 20 R-38 R.38.. Int. '..TB R 10 R-30 2 Adv. See:WSEC to l k e.6.1 for:footnotes .....:.......:....:.:"."'...:.....'......::.:::::::::::":' ::: ::: :. .. Glazing.$chedule Attached to:Document' a Does not apply: (SEE INSTRUCTIONS) Using Rrescriptive Optron I11 All glazing and doors m.eef maxriium 4..6. Alte:r.nate heating size method submitted: 0 p:ption l:or FI;Glazing tq floo:r area Fimit(WS�C.602.7.2) Area weighted:window, skylight or door U factor(WSEC..:..6..0..2....,7....1.2. As part:oftheheating:system:sizing.calcula:tion(:IRC M1401 3 &.WSEC 503.2.2) Radiant slab ❑: RA foam insu ation, continuous with thermal break(WS:EC 502.1.4.9)'' Chapter 9 O tions Total of 1 Credit.Required. P �.. Opt opt Description ... .. .: 1 a: H i h.Effi i n cy. VAC Equ ❑ 1 b High Efficient HVAC Equipment 2.:.: ❑ 1c High:....bjeney::WVAC::Equipment 3 .. . . 0 2 High Efficient HVAC :Distrib:ution.System:: 3a E:fficient;Build:'ing Envelope 1::: . cb :.3 : . . ...Su er:Efficient:Buildin 3 :46AirLeakage Cahtrol:andEfficient Ventilation. . ❑❑ 4b Additional Air Leakage:Control and Efficient 1/entilation ❑ I, 5a Efficent:Water;Heatiri:g . . 5b High Effiecienc 1Nater Heatin 5 6 . . S:maII::Dwelhng::Unit' : :7 Large:Dwelltng Unit .. .. . . 8 Renewable Electric Energy *1200 kwh.:.: ❑ .. Totaf:Credits .. 1:50 WSEC Prescriptive Worksheet(2010 edition)Zone 1 WSUEEP10-010 Copyright 2010 I,INI��E� ��1VII�'H A R C H I 319 s.peabody,suite b;port angeles,wa 98362 360.452.6116/fax 360.452.7064 Ptject: i 01 t Proiecf No. y Subiect: r,,-A: BY: ,. w Date: 44 Sheet 1 of IL-1 a L-o,-.�Z-- I-Taut & P,iF • " • I spv i I I z x h L1NDBJCI,_ A R .0 H I C T S 319 s.peabody,suite bi port angeles,wa 98362 360.452.6116/fax 360.452.7064 Project: Project No. Subiect• By: Date:. Sheet of VA'v NIC! 1 f `d p1 � A lo14 a Ov aly� . j * & 7 of '2'75 !�'�7��'kF r•;3r t 'k 6+} l �:s�� ¢e.,�a ��°�. � {�r t � i w �^f r tee. E e.:F •o-3 NY `\:� 1 E &.•.S a ;� r va- " ' f E LINDBERi� 1VIITH .A R C H I C T S 319 S.Peabody,Suite B.,Port Angeles,WA 98362 360.452.6116/fax 360.452.7064 contact(20ndarch.com/www.lindarch.com Project: iA i4 t e—'L Project No. Subject: La V',,zw L B e Date: 4y'_4? Kri-'! Sheet of SHEAR WALL SUMMARY W q L I H I V V/L SW VH- WL/2 POST HOLD DOWN .l 4 1 f ► �-i 4. 4�r�x �o � c' ffJ I/ALLOFIT/FIRMINFO/FORMS/SHEARWAL s i ice ' FLOOFP.... 5l-- EAFP,, WALL f=L74N SCALE: b &HEAR WALLS 2. MAXIMUM SHEAR = 200 P.LF, USE 1/2" SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH 6d NAILS AT b" O.G. FOR FRAMING, USE OF NO.2. PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 48" O.C. MAXIMUM .SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 3. MAXIMUM SHEAR = 250 P.L.F. USE 1/2" SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH Sd NAIL6 AT b" O.C. FOR FRAMING, USE OF NO2. PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 32" O.C. MAXIMUM SPACING AT THE FOUNDATION, FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 4. MAXIMUM SHEAR = 315 P.LF, USE 1/2" SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 5" O.C. FOR FRAMING, USE OF NO2. PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 32" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 5. MAXIMUM SHEAR = 315 P.L.F. USE 1/2" SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH Sd NAILS AT 4" O.C. FOR FRAMING, USE OF NO2. PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 24" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 6. MAXIMUM SHEAR = 490 P.L.F. USE 1/2" SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3" O.G. FOR FRAMING, USE 3X OF NO2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH 80TH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 32" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. GENERAL REQUIREMENTS ALL $HEATING EDGES SHALL BE BACKED WITH FRAMING SIZED ACCORDING TO SHEAR WALL SCHEDULE OR 2" NOMINAL BLOCKING. CONNECTIONS BETWEEN ROOF SHEATING AND WALL SHEATING OR BETWEEN UPPER WALL SHEATHING. AND LOWER WALL SHEATHING SHALL BE SUCH THAT REQUIRED EDGE NAILING PER SCHEDULE IS CONTINUOUS THROUGH BLOCKING AND WALL PLATES. SPACE 10d NAILS AT 12" O.C. ALONG INTERMEDIATE FRAMING MEMBERS. TWO TIE DOWNS ARE REQUIRED ON UPPER FLOOR WALLS, THE TIE DOWNS SHALL BE BOLTED TO THE UPPER AND LOWER WALL STUDS AND CONNECTED BY THREADED ROD AS PER MANUFACTURER'S RECOMMENDATIONS. i s. cQ 9rGo Ile WALL,1, � SeM ` s. v jo ROV r PIDE GABLE EW Haase 0 'g T`TPICAL EADO FOR 6Ti10GRM TM as � �(s / In SIT O HPSM DBC AT GAM NO TRU y w s. o TITICAI.FOR(6)LOCATIONS wq s. s. = s. d'i U WALL n- wall.7' o o SWEAR WALL 81 EAR WALL -� N&IM Ss. s. .F.s. NIPSER 2 fi c fi 1p Q ,� LOUDER FLOOR SHEAR WALL PLAN UPPER FLOOR SHEAR WALL PLAN 6CALE,1/4'-1'-O' SCALE+V4'.I'-0' SHEAR WALL8 a 2. MAXMM SHEAR-200 PLF. a USE IR'SWEATING-CPE SIDE OF WALL PAIL ALL EDCA=B wTN bd NAILS &� AT b•OG FOR FRAMH�USE DF NO3 PROVIDE V?'DAMETER ANCHOR BOLTS AT 48'OL MAXMM BPAGMG AT THE FANDATIOPI FOR TO W"AT EACH END GF THE WALL,SEE WA4W&6HEAR M.AN& I 3. MAXMM SHEAR-30 PLR USE V2'SWEATING-OPE SIDE OF WALL NAS.ALL�V.EwDGES wTH Sd NAILS W AT Cr— FOR USE DF NO2 PROVIDE 140 DAPOM ANCHOR BOLTS AT 32'O.C.h116PAGMG AT TIE FOIWAMN. POR TO PC"AT EACH NO of TWC WALL,SEE P1iA1'APGNSI♦ISAR MLAN& L MAXMM SWEAR.98 PLF, LL, USE Wl SWEATING-OPE 647E CP WALL NAIL ALL E MMA,WTWW Sid NAILS ATP= FOR FRAMING,USE DF N07. PROVIDE V2'DAMETER ANCHOR BOLTS AT 32'OG MA1 hJl SPACING AT THE FOIIDATION FOR TO 00"AT EACH END OF THE W4L SEE FRN'IINGIB"PLAN& O s MAXM!'I SWEAR-3T6 PLA USE V2'SWEATING-ONE SDE CF WALL NAL ALL EDGES UM Sd NAILS AT 4'OC. FOR FTaAMUWG USE DP N01. PTSOVIDE V!'DAMETER ANCHOR OOLTB AT 24'OC MAJGMM SPACSWG AT TWE FOWDATION �I FOR TO W"AT EACH END CP THE WALL,SEE MWING/6WEAR PLANA b. MAXMH SWEAR■490 PLF. b USE VY SWEATING-OPE SIDE OF WALL NAS.ALL EDGES UM Sd NAILS AT 3.OL FOR USE 3X pP NO]. DOUBLE pOTTOM PLATpb NaE RWAYFED,BOLT WIC i016F1 BOTH PLATES wTH ANCHOR OOLT�0. PIaOHIDE Oro'DAMETER ANCHOR BOLTS AT 32.or,M4XMM SPACING AT THE r� FOUNDATIOK FOR TO W"AT E'ACWW EW OF THE WALL, M SEE FRAMN�i9lEAR PLAINS. We" 6WEATM EDGES SHALL BE Wo=WN Aa"*SIZED ACCMM TO SWEAR WALL SCHEDULE M 2'NGMMAL BLOGTGNG CCNNLCTION6 BEUM ROOF SWEATING AND WALL BHEATNG OR BETUEBd UPPER WAl SHEATHING AND LOIN WALL SNEATNNG=Wt SIE SUCH THAT REAIIRED EDGE NAILING PER 6CWEDULE 16 CONflMd9US fl10 WW WN XNG AND WALL PLATM SPACE 10d NAILS AT IY OG ALCN6 MTE10MIATE FRAMIMi MEMBERS. TWO TO DO"ARE WXUD D CN UPPER FLOOR WALLS THE TE DOIINS SNiLLL BE BOLTED TO THE UPPER AND LOWER WALL 6TUD8 APD CONEGTED BY TWFEAIM ROD A6 P@a MANFACT lMft RECCt+OVATION4 IA2.1 IS ilia I � G i i v i i at ROOF FfR,41" 1NC= PLAN FLOOR FRAMING PLAN SCALE,V4'■P-O' SCALES V4'■P-O' L>v 6F page Project: R / Location::Roof Beam 1 iR Roof Beam of [2009 International Building Code(2005 NDS)] 3.5 INx7.25INx3.OFT #2-Hem-Fir(North)-Dry Use Section Adequate By:416.0% StruCalc Version 8.0.100.0 4/18/2013 3:59:46 PM Controlling Factor:Shear LOADING DIAGRAM DEFLECTIONS Center Live Load 0.00 IN UMAX Dead Load 0.00 in Total Load 0.01 IN U5784 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 525 Ib 525 Ib Dead Load 386 Ib 386 Ib Total Load 911 Ib 911 Ib Bearing Length 0.64 in 0.64 in BEAM DATA aft Span Length 3 ft A B Unbraced Length-Top 0 ft Unbraced Length-Bottom 0 ft Roof Pitch 8 :12 ROOF LOADING Roof Duration Factor 1.15 Side One: MATERIAL PROPERTIES Roof Live Load: LL= 25 psf #2-Hem-Fir(North) Roof Dead Load: DL= 15 psf Base Values Adjusted Tributary Width: TW= 2 ft Bending Stress: Fb= 1000 psi Fb'= 1495 psi Side Two: Cd=1.15 CF=1.30 Roof Live Load: LL= 25 psf Shear Stress: Fv= 145 psi Fv' 167 psi Roof Dead Load: DL= 15 psf Cd=1.15 Tributary Width: TW= 12 ft Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi I Wall Load: WALL= 0 plf Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Comp.-L to Grain: Fc-1= 405 psi Fc-1'= 405 psi Adjusted Beam Length: Ladj= 3 ft Beam Self Weight: BSW= 5 plf Controlling Moment: 683 ft-Ib Beam Uniform Live Load: wL= 350 plf 1.5 ft from left support Beam Uniform Dead Load: wD_adj= 257 plf Created by combining all dead and live loads. Total Uniform Load: WT= 607 plf Controlling Shear: 547 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 5.49 in3 30.66 in3 Area(Shear): 4.92 int 25.38 int Moment of Inertia(deflection): 3.46 in4 111.15 in4 Moment: 683 ft-Ib 3820 ft-Ib Shear: 547 lb 2821 Ib NOTES page Project: ... / Location:: Roof Beam 2 Roof Beam ' [2009 International Building Code(2005 NDS)] or 3.5 IN x 7.25 IN x 3.0 FT #2-Hem-Fir(North)-Dry Use Section Adequate By:2236.5% StruCalc Version 8.0.100.0 4/18/2013 4:00:17 PM Controlling Factor:Shear LOADING DIAGRAM DEFLECTIONS Center Live Load 0.00 IN UMAX Dead Load 0.00 in Total Load 0.00 IN UMAX Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A B Live Load 113 Ib 113 Ib Dead Load 89 Ib 89 Ib Total Load 201 Ib 201 Ib Bearing Length 0.14 in 0.14 in BEAM DATA Span Length 3 ft aft B Unbraced Length-Top 0 ft Unbraced Length-Bottom 0 ft Roof Pitch 8 :12 ROOF LOADING Roof Duration Factor 1.15 Side One: MATERIAL PROPERTIES Roof Live Load: LL= 25 psf #2-Hem-Fir(North) Roof Dead Load: DL= 15 psf Base Values Adjusted Tributary Width: TW= 2 ft Bending Stress: Fb= 1000 psi Fb'= 1495 psi Side Two: Cd=1.15 CF=1.30 Roof Live Load: LL= 25 psf Shear Stress: Fv= 145 psi Fv'= 167 psi Roof Dead Load: DL= 15 psf Cd=1.15 Tributary Width: TW= 1 ft Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Wall Load: WALL= 0 plf Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Comp.1 to Grain: Fc--i-= 405 psi Fc-1'= 405 psi Adjusted Beam Length: Ladj= 3 ft Beam Self Weight: BSW= 5 plf Controlling Moment: 151 ft-Ib Beam Uniform Live Load: wL= 75 plf 1.5 ft from left support Beam Uniform Dead Load: wD_adj= 59 plf Created by combining all dead and live loads. I Total Uniform Load: WT= 134 plf Controlling Shear: 121 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 1.21 in3 30.66 in3 Area(Shear): 1.09 int 25.38 in2 Moment of Inertia(deflection): 0.76 in4 111.15 in4 Moment: 151 ft-Ib 3820 ft-Ib Shear: 121 Ib 2821 Ib NOTES page Project: R / Location:: Roof Beam 3 Roof Beam or [2009 International Building Code(2005 NDS)] 3.5 IN x 7.25 IN x 10.0 FT #2-Hem-Fir(North)-Dry Use Section Adequate By:95.7% StruCalc Version 8.0.100.0 4/18/2013 4:02:25 PM Controlling Factor:Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.11 IN U1084 Dead Load 0.09 in Total Load 0.20 IN U609 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 438 Ib 438 Ib Dead Load 341 Ib 341 Ib Total Load 778 Ib 778 Ib Bearing Length 0.55 in 0.55 in BEAM DATA Span Length 10 ft B Unbraced Length-Top 2 ft Unbraced Length-Bottom 0 ft Roof Pitch 8 :12 ROOF LOADING Roof Duration Factor 1.15 Side One: MATERIAL PROPERTIES Roof Live Load: LL= 25 psf #2-Hem-Fir(North) Roof Dead Load: DL= 15 psf Base Values Adiusted Tributary Width: TW= 1.5 ft Bending Stress: Fb= 1000 psi Fb'= 1490 psi Side Two: Cd=1.15 C/=1.00 CF=1.30 Roof Live Load: LL= 25 psf Shear Stress: Fv= 145 psi Fv'= 167 psi Roof Dead Load: DL= 15 psf Cd=1.15 Tributary Width: TW= 2 ft Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi I Wall Load: WALL= 0 plf Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Comp.-L to Grain: Fc-1= 405 psi Fc-1'= 405 psi Adjusted Beam Length: Ladj= 10 ft Beam Self Weight: BSW= 5 plf Controlling Moment: 1946 ft-Ib Beam Uniform Live Load: wL= 88 plf 5.0 ft from left support Beam Uniform Dead Load: wD_adj= 68 plf Created by combining all dead and live loads. Total Uniform Load: WT= 156 plf Controlling Shear: -685 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 15.67 in3 30.66 in3 Area(Shear): 6.16 in2 25.38 in2 Moment of Inertia(deflection): 32.83 in4 111.15 in4 Moment: 1946 ft-Ib 3807 ft-Ib Shear: -685 lb 2821 Ib NOTES ` Project:` page Location: Floor Joist 1 g Floor Joist [2009 International Building Code(2005 NDS)] or SERIES 18/11.875-Louisiana Pacific x 12.5 FT @ 16 O.C. Section Adequate By: 102.9% Controlling Factor: End Reaction StruCalc Version 8.0.100.0 4/18/2013 4:03:15 PM DEFLECTIONS Center LOADING DIAGRAM Live Load 0.14 IN U1093 Dead Load 0.05 in Total Load 0.19 IN U795 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:L/360 REACTIONS A B Live Load 333 Ib 333 Ib Dead Load 125 Ib 125 Ib Total Load 458 Ib 458 Ib Bearing Length 1.75 in 1.75 in Web Stiffeners No No . <r - r..n;:-_.. .'r,•a -,ria,,.;.. BEAM DATA Center Span Length 12.5 ft A 12.5 ft B Unbraced Length-Top 0 ft Unbraced Length-Bottom 0 ft Floor sheathing applied to top ofjoists-top ofjoists fully braced. JOIST LOADING Floor Duration Factor 1.00 Uniform Floor Loading Center I-JOIST PROPERTIES Live Load LL= 40 psf SERIES 18/11.875-Louisiana Pacific Dead Load DL= 15 psf Base Values Adjusted Total Load TL= 55 psf Moment Cap: Mcap= 3100 ft-Ib Mcap'= 3100 ft-Ib TL Adj. For Joist Spacing wT= 73.3 plf Cd= 1.00 Shear Stress: Vcap= 1225 Ib Vcap'= 1225 Ib Cd=1.00 End Reaction: Rcap= 930 Ib Rcap'= 930 Ib Cd= 1.00 w/web stiffeners: RcapWS= 1225 Ib RcapWS'= 1225 Ib Cd=1.00 Interior Reaction: IRcap= 2135 Ib IRcap'= 2135 Ib Cd= 1.00 w/web stiffeners: (RcapWS= 2295 Ib (RcapWS'= 2295 Ib Cd= 1.00 E.I.: EI= 248 Ib-int EI'= 248 Ib-in2 Controlling Moment1432 ft-Ib 6.25 Ft from left support of span 3(Right Span) Created by combining all dead and live loads. Controlling Shear: 458 Ib 0.0 Ft from left support of span 2(Center Span) Created by combining all dead and live loads. Comparisons with required sections: Read Provided E.1.: 112 in2-Ib E6 248 in2-Ib xE6 Moment: 1432 ft-Ib 3100 ft-Ib Shear: 458 Ib 1225 lb NOTES page Rroject:' Location: Uniformly Loaded Floor Beam 1 / Uniformly Loaded Floor Beam [2009 International Building Code(2005 NDS)] °f 5.125 IN x 19.5 IN x 23.0 FT 24F-V4-Visually Graded Western Species-Dry Use Section Adequate By:29.8% StruCalc Version 8.0.100.0 4/18/2013 4:04:19 PM Controlling Factor:Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.56 IN U496 Dead Load 0.23 in Total Load 0.79 IN U350 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 5796 Ib 5796 Ib Dead Load 2423 Ib 2423 Ib Total Load 8219 Ib 8219 Ib Bearing Length 2.47 in 2.47 in BEAM DATA Center Span Length 23 ft 23ft B Unbraced Length-Top 1.33 ft Floor Duration Factor 1.00 Camber Adj. Factor 1.5 FLOOR LOADING Camber Required 0.35 Side 1 Side 2 Notch Depth 0.00 Floor Live Load FLL= 40 psf 40 psf MATERIAL PROPERTIES Floor Dead Load FDL= 15 psf 15 psf 24F-V4-Visually Graded Western Species Floor Tributary Width FTW= 6.3 ft 6.3 ft Base Values Adjusted I Wall Load WALL= 0 plf Bending Stress: Fb= 2400 psi Controlled by: BEAM LOADING Fb_cmpr= 1850 psi Fb'= 2266 psi Beam Total Live Load: wL= 504 plf Cd=1.00 C1=1.00 Cv=0.94 Beam Total Dead Load: wD= 189 plf Shear Stress: Fv= 265 psi Fv'= 265 psi Beam Self Weight: BSW= 22 pif Cd=1.00 Total Maximum Load: wT= 715 plf Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Min. Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Comp.-L to Grain: Fc--L= 650 psi Fc-1'= 650 psi Controlling Moment: 47257 ft-Ib 11.5 ft from left support Created by combining all dead and live loads. Controlling Shear: 7068 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 250.31 in3 324.8 in3 Area(Shear): 40.01 int 99.94 in2 Moment of Inertia(deflection): 2299.2 in4 3166.77 in4 Moment: 47257 ft-Ib 61320 ft-Ib Shear: 7068 Ib 17656 Ib NOTES page Project: Location:Combination Roof And Floor Beam 2 / Combination Roof And Floor Beam (2009 International Building Code(2005 NDS)] or 3.125 IN x 9.0 IN x 9.0 FT 24F-V4-Visually Graded Western Species-Dry Use Section Adequate By:20.0% StruCalc Version 8.0.100.0 4/18/2013 4:05:22 PM Controlling Factor:Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.17 IN U641 Dead Load 0.18 in Total Load 0.34 IN U313 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 1755 Ib 1755 Ib Dead Load 1838 Ib 1838 Ib Total Load 3593 Ib 3593 Ib Bearing Length 1.77 in 1.77 in BEAM DATA Center —9 ft Span Length 9 ft B Unbraced Length-Top 0 ft Roof Pitch 8 :12 Floor Duration Factor 1.00 ROOF LOADING Roof Duration Factor 1.15 Side 1 Side 2 Camber Adj.Factor 1 Roof Live Load RLL= 25 psf 25 psf Camber Required 0.18 Roof Dead Load RDL= 15 psf 15 psf Notch Depth 0.00 Roof Tributary Width RTW= 12 ft 2 ft MATERIAL PROPERTIES 24F-V4-Visually Graded Western Species FLOOR LOADING Base Values Adjusted Side 1 Side 2 Bending Stress: Fb= 2400 psi Controlled by: Floor Live Load FLL= 40 psf 40 psf Fb_cmpr= 1850 psi Fb'= 2760 psi Floor Dead Load FDL= 15 psf 15 psf Cd=1.15 Floor Tributary Width FTW= 1 ft 0 ft Shear Stress: Fv= 265 psi Fv'= 305 psi Wall Load WALL= 135 plf Cd=1.15 BEAM LOADING Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Roof Uniform Live Load: wL-roof= 350 plf Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Roof Uniform Dead Load: wD-roof= 252 plf Comp.-L to Grain: Fc-1= 650 psi Fc-1'= 650 psi Floor Uniform Live Load: wL-floor= 40 plf Floor Uniform Dead Load: wD-floor= 15 plf Controlling Moment: 8085 ft-Ib Beam Self Weight: BSW= 6 plf 4.5 ft from left support Combined Uniform Live Load: wL= 390 plf Created by combining all dead and live loads. Combined Uniform Dead Load: wD= 408 plf Controlling Shear: -3018 Ib Combined Uniform Total Load: wT= 798 plf At a distanced from support. Controlling Total Design Load: wT-cont= 798 plf Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 35.15 in3 42.19 in3 Area(Shear): 14.86 int 28.13 in2 Moment of Inertia(deflection): 145.5 in4 189.84 in4 Moment: 8085 ft-Ib 9703 ft-Ib Shear: -3018 lb 5714 lb NOTES � page Location: Uniformly Loaded Floor Beam 3 " Uniformly Loaded Floor Beam of (2009 International Building Code(2005 NDS)j 3.5 IN x 7.25 IN x 3.0 FT #2-Hem-Fir(North)-Dry Use Section Adequate By:504.9% StruCalc Version 8.0.100.0 4/18/2013 4:06:13 PM Controlling Factor:Shear LOADING DIAGRAM DEFLECTIONS Center Live Load 0.00 IN UMAX Dead Load 0.00 in Total Load 0.00 IN U7798 Live Load Deflection Criteria:U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 486 Ib 486 Ib Dead Load 190 Ib 190 Ib Total Load 676 Ib 676 Ib Bearing Length 0.48 in 0.48 in BEAM DATA Center aft Span Length 3 ft B Unbraced Length-Top 1.33 ft Floor Duration Factor 1.00 Notch Depth 0.00 FLOOR LOADING MATERIAL PROPERTIES Side 1 Side 2 #2-Hem-Fir(North) Floor Live Load FLL= 40 psf 40 psf . Base Values Adjusted Floor Dead Load FDL= 15 psf 15 psf Bending Stress: Fb= 1000 psi Fb'= 1298 psi Floor Tributary Width FTW= 6.3 ft 1.8 ft Cd=1.00 CI=1.00 CF=1.30 Wall Load WALL= 0 plf Shear Stress: Fv= 145 psi Fv'= 145 psi BEAM LOADING Cd=1.00 Beam Total Live Load: wL= 324 plf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Beam Total Dead Load: wD= 122 plf Min. Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi Beam Self Weight: BSW= 5 plf Comp.-L to Grain: Fc-1= 405 psi Fc-1'= 405 psi Total Maximum Load: wT= 451 plf Controlling Moment: 507 ft-Ib 1.5 ft from left support Created by combining all dead and live loads. Controlling Shear: -406 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 4.69 in3 30.66 in3 Area(Shear): 4.19 int 25.38 in2 Moment of Inertia(deflection): 3.69 in4 111.15 in4 Moment: 507 ft-Ib 3315 ft-Ib Shear: -406 lb 2453 Ib NOTES Locatio / Location:Uniformly Loaded Floor Beam 4 Uniformly Loaded Floor Beam [2009 International Building Code(2005 NDS)] of 3.5 IN x 7.25 IN x 5.25 FT #2-Hem-Fir(North)-Dry Use Section Adequate By: 113.6% StruCalc Version 8.0.100.0 4/18/2013 4:06:37 PM Controlling Factor:Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.03 IN U2023 Dead Load 0.01 in Total Load 0.04 IN U1455 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 851 Ib 851 Ib Dead Load 332 Ib 332 Ib Total Load 1183 Ib 1183 Ib Bearing Length 0.83 in 0.83 in BEAM DATA Center Span Length 5.25 ft A 5.25 ft B Unbraced Length-Top 1.33 ft Floor Duration Factor 1.00 Notch Depth 0.00 FLOOR LOADING MATERIAL PROPERTIES Side 1 Side 2 #2-Hem-Fir(North) Floor Live Load FILL= 40 psf 40 psf Base Values Adjusted Floor Dead Load FDL= 15 psf 15 psf Bending Stress: Fb= 1000 psi Fb'= 1298 psi Floor Tributary Width FTW= 6.3 ft 1.8 ft Cd=1.00 C1=1.00 CF=1.30 Wall Load WALL= 0 plf Shear Stress: Fv= 145 psi FV= 145 psi BEAM LOADING Cd=1.00 Beam Total Live Load: wL= 324 plf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Beam Total Dead Load: wD= 122 plf Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi Beam Self Weight: BSW= 5 plf Comp.-L to Grain: Fc-1-= 405 psi Fc-1'= 405 psi Total Maximum Load: wT= 451 plf Controlling Moment: 1552 ft-Ib 2.625 ft from left support Created by combining all dead and live loads. Controlling Shear: 923 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 14.36 in3 30.66 in3 Area(Shear): 9.54 int 25.38 in2 Moment of Inertia(deflection): 19.78 in4 111.15 in4 Moment: 1552 ft-Ib 3315 ft-Ib Shear: 923 lb 2453 lb NOTES Alm 909h t insu c, ion P.O. Box 2197F Port Angeles,, WA 98362 (360) 681-0480 1-800-479-1371 Mak our are little armerf INSULATION CERTIFICATE THIS IS TO CERTIFY THAT, IN ACCORDANCE WITH THE CURRENT THERMAL PERFORMANCE STANDARDS (WASHINGTON STATE CODE)OR APPROVED PLANS, INSULATION HAS BEEN INSTALLED IN THE BUILDING LOCATED AT:nn PROPERTY ADDRESS: l Af 6 i 51 Atz a 1 5 vv# OWNER: o� �"� BUILDER: A 109rn n DESCRIPTION OF INSULATION MANUFACTURER THICKNESS R VALUE ATTIC TYPE OF MATERIAL: FIBERGLAS KNAUF BLOWN TYPE OF MATERIAL: FIBERGLASS KNAUF _ EXTERIOR WALLS ►t TYPE OF MATERIAL: FIBERGLASS KNAUF FLOORS TYPE OF MATERIAL FIBERGLASS KNAUF VAPOR BARRIERS TYPE OF MATERIAL: VISQUEEN FLOOR CEILING WALLS DUCT/PIPE WRAP TYPE OF MATERIAL FIBERGLASS YES NO SUB-CONTRACTO C&F INSULATION,INC. CONTRACTOR RE . NO: CFINS1*066DW ArN AUTHORIZED SIG URE DATE