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Home My WebLink About910 Madeline St - BuildingPREPARED 9/22/10 8 39 46 INSPECTION TICKET PAGE 10 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/22/10 ADDRESS 910 MADELINE ST TENANT NBR JERALD DONNA STEINMAN CONTRACTOR DAVE S HTG COOLING SRVC INC OWNER JERALD E AND DONNA L STEINMAN PARCEL 06 30 01 7 6 0190 0000 APPL NUMBER 10 00001040 MECHANICAL APPL PERMIT PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME99 01 9/22/10 JLL SUBDIV MECHANICAL FINAL TIME 01 00 September 22 2010 8 35 04 AM 1pangrle JEANNIE 452 0939 MECHANICAL FINAL HEAT PUMP AFTERNOON CQMMENTS AND NOTES PHONE (360) 452 0939 PHONE (360) 417 6947 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning RS9 RESDNTL SINGLE FAMILY Application valuation 0 Application desc 1 circuit for heat pump Owner JERALD E AND DONNA L STEINMAN 1129 E FRONT ST PORT ANGELES WA 98362 (360) 417 6947 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge Per 1 00 73 5000 ECH 173690 73 50 9/20/10 3/19/11 Fee summary Charged Permit Fee Total Plan Check Total Grand Total 73 50 00 73 50 Signature of owner or Electrical Contractor X ELECTRICAL PERMIT CITY OF PORT ANGELES 360 417 -4735 10 00001045 478975 910 MADELINE ST 06 30 01 7 6 0190 0000 ELECTRICAL ONLY EL BRANCH CIRCUIT WO /FEEDER ELECTRICAL ALTER RESIDENTIAL Paid Contractor EXTRA MILE TECH ELECT LLC 418 N RACE ST PORT ANGELES (360) 457 0198 73 50 00 73 50 DATE. Plan Check Fee Valuation INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Credited 00 00 00 1122-110 'hallo 47 Date 9/20/10 WA 98362 Lin �S�S RESULTS 00 0 Extension 73 50 Due 00 00 00 REPORT STATE SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTOR. i rAF _.Date:_ 1 SEP -19 -2010 08 43 PM E JANSSEN City of Port Angeles Permit Application Building DivIslon(ElecWcal Inepocilons 321 East Filth Bonet- P.O. Box 1150 Port Angeles Washington, 98342 Pr: (380)411.4735 Fri: (380)4174/11 Da Y_ 8.2 Single Family Dwelling Multi- Family of Commercial' Commercial Addition Alteration Remorse! RR), Plan Review May Bo Required, Please Compl.11e Elearyry�al Plan Review nformation Sheet Job Address Q__ l G Building Square Footage Description of above £.4.f s7 Owner Information Name: Mailing Address: City )e- Phone:_._ License d I Exo UnitCharae 511990 $145.50 204.00 4162 20 312.5C 3 2 6C 3 73.5C 2.6C• 92.70 3 110.30 5140.70 5167.90 95.00 368.20 S 95.90 S 63.90 5 63.90 5119.90 5 102.30 5 110.30 35 20 'E 73.50 5 110.30 55600 ,144 Ito /►'I er! /.41g Z State. 1i1: Fax: -I- Owner ea defined by RCW.19.28.261: (1):Owner ,viii occupy the structure for two year otter this electrical permit i4.flna/lsed. (71 %weer la required to hire en elocWeal contractor if abovo said property 1e for sate, rent or lase: Pordlif motet after sot months of lest Inspection. After reading the above ebtement,1 hereby certify that 1 am the owner of the above named propertyor a licensed electrical contrector. I am making the electrical Installation or 'Ovation In compliance with the electrical laws •N.E:C. 1tCW. Chapler.19.28 WAC. Chapter 296-460, The City of Port Angeles Municipal Code, end Utility. Specilieatbru, 'Signaler, of owner electrical contractor or 41CdrG1t adrriintstratoa .0 Cash •r /5 >t-/w Contractor Information Namo: eX:f/Z�_ M, TEr- -I•f._ g/E -(-IIfrj4 Mailin t !3 J --L C:ty pti State: In/ 14 Zip 2 4 G 2 Pnone: /S t 5. Fex ir•.enSa. a l Exp._ 62:7 4t.1.4LJTL 1 6 -1-4il Total (Qty Mdoliyd by Unit Charoe) Service/Feeder 200 Amp. Service/Feeder 201400 Amp Service/Feeder 401-600 Amp :ervuu/Feeder601.1000Amp Service/Feeder over. 1000 Amp Branch Circuit W/ Service Feeder 3, .5 0 Branch Circuit W/O Service Feeder Each Additional Branch Circuit Temp. Service/ Feeder 200 Amp Temp Service/Feeder 201 Amp. Temp Service/Feeder 401.600 Amp remp Service /Feeder 601 -1000 Amp Portal to Portal Hourly SignlOudlne Lighting Signal CtrcuiU Limited Energy Commercial Addi ionre -C 5 0 Signal Circuill Limited Energy 1 2 Family Dwelling Signet Circus/ Limited Energy Multi- Family Dwelling Manufactured Home Connection Renewable Electrical Energy -SKVA System or t ass First 1300 Square Ft, Each Additional 500 Square Ft. or Portion of Each Outbuilding or Detached Garage Each Swimming Pool or Hot Tub Thermostat total n: 'Credit Card A co.? 360 452 2982 RECEIVED SAP 2 0 2009 ELECTRICAL INSPECTIONS g b fs cc.- it/teG S.. P 02 0 Application desc INSTALL A HEAT PUMP Owner Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Permit Fee Total Plan Check Total Grand Total Date 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 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation JERALD E AND DONNA L STEINMAN 1129 E FRONT ST PORT ANGELES WA 98362 (360) 417 6947 Qty Unit Charge Per 1 00 14 8000 EA Fee summary Charged Print Name MECHANICAL PERMIT INSTALL A HEAT PUMP 173617 64 80 9/17/10 3/16/11 64 80 00 64 80 10 00001040 Date 9/17/10 973200 910 MADELINE ST 06 30 01 7 6 0190 0000 JERALD DONNA STEINMAN MECHANICAL APPL PERMIT RS9 RESDNTL SINGLE FAMILY 5430 Contractor DAVE S HTG COOLING SRVC INC PO BOX 413 PORT ANGELES WA 98362 (360) 452 0939 64 80 00 64 80 Plan Check Fee 00 Valuation 0 BASE FEE ME FURN /HP /FAU OR 5 TON Paid Credited Due 00 00 00 Extension 50 00 14 80 00 00 00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) 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. Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) 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 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 Pump Furnace FAU Ducts Rough -In Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT Separate Permit #s Parking Lighting Landscaping 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 IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Inspection Type Electrical 417 -4735 Construction R W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 Accepted By Comments FINAL Date Accepted by Act FINAL Date v Accepted by SEPA. ESA. SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Date Accepted By T_ _g T.Forms /Building Division /Building Permit Sep 171012 15p PROJECT ADDRESS Parcel Number Dave s Heating Cooling BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn: Building Permit Technician 321 E. Fifth SL, Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 Applicant 1)a s (.e ,4, n 4 Phone Property Owner ,-e- c- r,,l.. c{. l).or.v,ck_ S-#e't el rnctin Phone Property Owner's Address o f -t a .l t 5 e-e" Contractor baijs t-& 4-i h q Phone Contractor's Address f o .Box W.3 2Dr-1 79nwisa-Lc License PAVESHG ECG Expires S /.2c)f i E -mail G T /Q A/4 et_;z Lot Prviect Type 8 Brief Description: 4Residential Multi- family Commercial Check all that apply New Construction o Addition Remodel Repair Demolition o Re -roof Heat System Other 3604520939 p1 Floor Areas Existing (sq. ft.) P posed (sa. ft) Basement per sq. ft. 1 Floor 2 Floor 3 Floor Garage Carport Covered Porch Deck Shed Other Max. height of proposed structures ft. Occupancy group Will a lawn sprinkler system be installed? Occupant load Will a fire sprinkler system be installed? Construction type J For City Use Only Date Received c l n- ID Permit 10 10ao Date Approved 4 .(5 S a-O9 39 q{(7- 09 `E7 .-f5. 93 Zoning o Industrial o House o garage o other o tear off re -roof o lay over one layer XHeat pump o wood burning stove o gas fireplace o pellet stove o other TOTAL VALUATION 4 130' Total footprint of structures sq. ft. Lot size sq. ft •Lot coverage Site Coverage the amount of impervious surface on a parcel, including structures, paved driveways, sidewalks, patios, and other impervious surfaces. (see PAMC 17.94.135 for exemptions) Site coverage of bedrooms of full baths of half baths I have mad and completed this 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 1 working on projects. Date e i (Of( D Print Name Signature T:Forms/Building DivisiornBldg Permitdoc Clallam County Assessor Treasurer Property Details 63328 JERALD E AND DON Page 1 of 5 Clallam County Assessor Treasurer Property Search Results 63328 JERALD E AND DONNA L STEINMAN for Year 2010 2011 Property Account Property ID: 63328 Legal Description LOT 19 ESTATES AT MILWAUKEE FKA MOUNTAIN VIEW ESTATES Geographic ID. 0630017601900000 Agent Code: Type: Real Tax Area. 0010 PA 121 PORT ST CNTY H2 L Land Us Code 11 Open Space: N DFL N Historic Property: N Remodel Property: N Multi Family Redevelopment: N Township: Section: Range Location Address: 910 MADELINE ST Mapco. PORT ANGELES, WA 98363 Neighborhood: Cycle 5 Res Map ID: 3 Neighborhood CD: 10955130 Owner Name: JERALD E AND DONNA L STEINMAN Owner ID: 208353 Mailing Address 1129 E FRONT ST Ownership: 100.0000000000° PORT ANGELES, WA 98362 Taxes and Assessment Due Property Tax Information as of 09/17/2010 Amount Due if Paid on: 2. Subtotal: N/A Senior Appraised Value N/A Non Senior Appraised Value N/A Total Appraised Value: N/A Senior Exemption Loss: N/A Exemption Loss: N/A Exemptions: Year Statement ID Taxing Jurisdiction 2010 45802 ST SCH STATE SCHOOL 2010 45802 CC -GEN COUNTY 2010 45802 PORT PORT 2010 45802 PORT ANG PORT ANGELES 2010 45802 SD #121 SCHOOL DISTRICT #121 2010 45802 NTH OLY LIB NORTH OLYMPIC LIBRARY 2010 45802 HOSP #2 HOSPITAL #2 2010 45802 WSMET PK DIST WILLIAM SHORE MET PARK DIST 2010 45802 CITY_STORMWATER CITY STORMWATER 2010 45802 WEED_CONTROL WEED CONTROL 2010 45802 TOTAL. 2009 633282008 ST SCH STATE SCHOOL 2009 633282008 CC -GEN COUNTY 2009 633282008 PORT PORT 2009 633282008 PORT ANG PORT ANGELES 2009 633282008 SD #121 SCHOOL DISTRICT #121 2009 633282008 NTH OLY LIB NORTH OLYMPIC LIBRARY 2009 633282008 HOSP #2 HOSPITAL #2 2009 633282008 CITY_STORMWATER CITY STORMWATER 2009 633282008 WEED_CONTROL WEED CONTROL 2009 633282008 TOTAL. Improvement Home ite Value. N/A Improvement No Homesite Value: N/A Land Homesite Value: N/A Land Non Homesite Value: N/A Ag Timber Use Value Cur Use (HS): N/A N/A Curr Use (NHS): N/A N/A Market Valu N/A Productivity Loss: N/A First Half Second Half Base Due Base Due Penalty Interest Base Paid Amount Due $294.46 $294.45 $0.00 $0.00 $294.46 $294.45 $156.69 $156.71 $0.00 $0.00 $156 69 5156.71 $22.02 $22.03 $0.00 $0.00 $22 02 522.03 $362.81 $362 81 $0 00 $0.00 $362.81 $362.81 $381.39 $381.40 $0 00 $0.00 $381.39 $381 40 $45.54 $45.53 $0 00 $0 00 $45.54 $45.53 564.28 $64.28 $0.00 $0.00 $64.28 $64.28 $20.46 $20.45 $0.00 $0.00 $20 46 $20.45 $36.00 $36.00 $0.00 50.00 $36 00 $36.00 $0.82 $0.81 $0.00 50.00 $0.82 $0.81 $1384.47 81384.47 $0.00 50.00 81384.47 51384.47 5338.96 $338.95 $0.00 $0.00 $677.91 $0.00 $171.55 $171.53 $0.00 $0.00 $343.08 $0 00 $24.30 $24.30 $0.00 $0.00 548.60 $0.00 $376.27 $376.25 $0.00 50.00 $752.52 $0 00 $419.16 $419.20 $0.00 $0.00 $838.36 $0 00 $49.84 $49.85 $0.00 $0.00 $99.69 $0 00 570.35 $70 35 $0.00 $0.00 $140 70 $0.00 538.00 536.00 $0 00 $0 00 572.00 $0.00 $0.82 $0 81 $0 00 $0.00 $1.63 $0.00 81487.25 $1487.24 $0.00 50.00 52974.49 50.00 NOTE. If you plan to submit payment on a future date, make sure you enter the date and RECALCULATE to obtain the correct total amount due. Values r� http. /vpn.clallam. net: 8084 propertyaccess /Property.aspx ?cid =0 &year= 2010 &prop_id =63 9/17/2010 Of'?'l<'!!"''''O ^-4. :Jo>"'~.JJililil;;~t<~,: i?~," '"- ~ ~ "tiiL;;:;;"',p CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Tenant nbr, name Application type description Subdivision Name Property Use Property Zoning . . . Application valuation Owner 05-00000463 Date 947691 910 MADELINE ST 06-30-0 -0-1-0460-0000- LOT 19 RES NEW SFR RS9 RESDNTL SINGLE FAMILY 152550 Contractor ------------------------ OWNER ..:: l, ..r 6/&-9/05- ------------------------ GLC HOMES 121 TAYLOR CUTOFF RD SEQUIM WA 98382 Other struct info . 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 Qty BUILDING PERMIT -RESIDENTIAL NEW SFR 53108 1314.05 Plan Check Fee 6/29/05 Valuation 12/27/05 Unit: Charge Per BASE FEE 5.6000 THOU BL-I00,001-500K (5.60 PER K) 53.00 -------------------------------------------------------- MECHANICAL PERMIT Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date 53116 101.35 Plan Check Fee 6/29/05 Valuation 12/27/05 Qty Unit: Charge Per BASE FEE 1. 00 14.7000 ECH ME- INSTALL 100- FAU 4.00 7.2500 ECH ME-VENT FAN 1. 00 10.6500 ECH ME-GAS PIPE 1 TO 5 ----------------------------------------------------- Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date 26.50 1. 00 9600.00 2546.00 1. 00 ~~~ J ~rfr~ Jtu 525.62 152550 Extension 1017.25 296.80 ~ ........... ~ ~ '" \ ~~ \\~ \\ " ~ ~ ~ ~ ~ ~ ::::-" ~, f .00 o Extension 47.00 14.70 29.00 10.65 PLUMBING PERMIT ----------------------- 53124 146.00 6/29/05 12/27/05 Plan Check Fee Valuation Qty Unit Charge Per BASE FEE 10.00 7.0000 ECH PL- EA.FIXTURE ON ONE TRAP 1. 00 7.0000 ECH PL- EA. INSTALL WATER PIPE 1. 00 15.0000 ECH PL- EA. BLDG SEWER .00 o Extension 47.00 70.00 7.00 15.00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes nu II and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby celiify 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. tP /II ~~I J-.E , Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:\Policics\ 1102 15 building pemlit inspection rccord05.wpd [1/4/2005J ~ BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUND A nON DRAINAGE / DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLlJMBING UNDER FLOOR / SLAB ROUGH-IN WATER Llt..rE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING FRAMING JOISTS I GIRDERS SHEAR WALL/HOLD DOWNS WALLS / ROOF / CEILING DRYW ALL (INTERlOR BRACED PANEL ONLY) T-BAR lNSULATION SLAB WALL / FLOOR / CEILING MECHANICAL HEAT PUMP / FURNACE / DUCTS GAS LINE WOOD STOVE / PELLET / CHlMNEY COlVUvIERCIAL HOOD / DUCTS MANUFACTURED HOMES FOOTING / SLAB BLOCK1NG & HOLD DOWNS SKJRTlNG PLANNING DEPT. SEPARATE PERMlT II's SEPA: I' ARKING/LlGHTlNG ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRlCAL LIGHT DEPT C:ONSTRUCTlON RW /PW/ CONSTRUCTION - R.\V. ENGINEERI:-.lG 417-4807 PW / ENGINEER1:-.iG FIRE 417-4653 FIRE DEPf PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T:\Policies\1102 .15 building permit inspection record05.wpd [1/4/20051 _ o~ \,,~~~"'o~ '^-~~('t<': i?r-sti '" '"- -=-:II' - "tiiL/cw:f/-.p CITY OF PORT ANGELES DEP AR TMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 .. Application Number Application pin number 05-00000463 947691 Page Date 2 7/01/05 Qty 1. 00 Unit Charge Per 7.0000 ECH PL- EA.WATER HEATER Extension 7.00 ---------------------------------------------------------------------------- special Notes and Comments Building address sign shall not be less than 6" & not more than 12" in height. Numbers colors must contrast with wall ......color they are mounted on. (Ord. 14.36.050-E) when roof gutters are installed, drains will located in dry wells or piped to approved storm drain location. No .pressurized or pumping to curbs are allowed. An inspection by Building Department is required prior to backfill. New subdivision shall be equipped with a residential sprinkler system that is installed and maintained in accordance with Uniform Fire Code{UFC) and National Fire Protection Association (NFPA) standards. 06/28/2005 10:21 AM SROBERDS u proposal will result in 27% lot coverage in the RS-9 zone. No land use issues are noted. . ..~lectrical load calculations and elctrical permits are required. Connection fee $222.00 - under 2004 policy 06/15/2005 08: 28 AM GMCLAIN -- -- - - - -- - - -- -- - - - -- -- u - --- Sanitary sewer connection inspection is required by '''public Works prior to back fill of ditch. Construct driveway and Sidewalks to City Standards. No concrete with exposed aggregate allowed in the City road right of way. An inspection by Public Works Engineering is required prior to prouring concrete. ------------------.---------------------------------------------------------- Other Fees SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE 745.00 4.50 1025.00 .,',,'"'..,....,..........-., --------~---------,-----------------------------------------------~~---~-~--- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1561.40 1561.40 .00 .00 p'l,an Check Total 525.62 525.62 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 3861.52 3861.52 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes nu II and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:\Policics\ 11 02_15 building permit inspection record05.wpd [1/4/2005 J ~ BUILDING PERMIT INSPECTION RECORD 0..5 - Hi> ;3 CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS / ft'J....... OAU ., 7/It7 I(}t? JLV WALLS , , I , FOUNDATION DRAINAGE 1 DOWN SPOUTS Y"'Z.1 /vs JLL PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER UNE (METER TO BLOG) ,.2 1- (),,- rl.L ~~ GAS LINE '/1(Oc. (f'~ BACK FLOW 1 WATER AIR SEAL WALLS CEILING I FRAMING JOISTS! GIRDERS SHEAR WALL/HOLD DOWNS I WALLS 1 ROOF 1 CEILING 1#/dtJ lor Af/J DR YW ALL (INTERIOR BRACED PANEL ONLY) ~ T-BAR INSULA TION SLAB 1//- }./-t? _I:; ..J J-1., WALL 1 FLOOR / CEILING MECHANICAL HEAT PUMP 1 FUR.,'\IACE 1 DUCTS ! GAS LINE ~~k,- WOOD STOVE 1 PELLET 1 CHIMNEY 7lv COtvLMERCIAL HOOD 1 DUCTS MANUFACTURED HOMES FOOTING 1 SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT #'5 SEPA: I' ARKING/LlGHTlNG ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION RW " P\Vi CONSTRUCTION - R.W. ENGINEERING 4] 7-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNiNG DEPT 417-4750 / I PLANNiNG DEPT. BUILDING 417-4815 "'/ '5f {)fp JU/ BUILDING TIPolicieslll02_15 building permit inspection record05.wpd r1l4/2005] Group Wise WebAccess Message Item Page 1 of 1 Mai I Message Novell. 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G.t; P ""$' te Approved: ' { t; S"' Date Issued: Applicant or Agent: GLC Homes Inc Phone: 360-683-8865 Owner: GLC Homes Inc Phone: 503-227-0207 Address: 121 Taylor Cutoff Rd City: Sequim, WA Zip: 98382 Architect/Engineer: Larry Smith (GLC Homes Portland office) Phone: 503-227-0207 Contractor GLC Homes Inc State License #: GLCHOI*972KE Exp: 12/15/06 Phone: 360-683-8865 Address: 121 Taylor Cutoff Rd City: Sequim, WA Zip: 98382 PROJECT ADDRESS: q i 0 Madeline ::;;r: WNING: RS-9 LEGAL DESCRIPTION: Lot: 19 Block: Subdivision: Mountain View CLALLAM COUNTY PARCEL NUMBER: C d't C d H Id N e GLC Homes Inc, Gerald R Engler re I ar 0 er am: Billing Address: 1975 SW 1st Avenue Ste H City: Portland. OR 97201 Credit Card Type VISA XXX MC #. Exp. Date: TYPE OF WORK: SIZENALUATION: Iii!I Residential Iii!I New Constr. 0 Re-roof 0 Stove 1.778 SF. @ $ 75.00 /SF. = $ 133,350.00 o Multi-family 0 Addition 0 Move Iii!I Garage 768 SF. @ $ 25.00 /SF. = $ 19.200.00 o Commercial 0 Remodel 0 Demolition 0 Deck ~,1:14b SF. @ $ /SF. = $ o Repair 0 Sign 0 Other TOTAL VALUATION $ i ?;2, 9'7C BRIEF DESCRIPTION OF THE PROJECT: ~ulla new single ramllY reslaence ana anacnea garage. COMMERCIAL/RESIDENTIAL: Occupancy Group: R-3 No. of Stories: ~ Lot Size: cr, <'-(X} Existing Sq. Ft. (j6 T otallot coverage P-(;.. OJ Occupant Load: Construction Type: V & Proposed Sq. Ft. 1-, !14& = TOTAL Sq. Ft. ~tj4'(.J % APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: ESA/Wetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other: BUILDING PERMIT APPLICATION SUBMITTAL: The Building Division can provide you with information on the application and plan submittal requirements if you have questions. V ALUA TION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: Ifno permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written re uest by the applicant (see Section RI05.3.2 of the International Building/Residential Code, 2003). No application can be extended e than once. 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'" .:< II ult/ " lD o <: lD ~ 3' ;0 <5' 3: ~~ n III '" III "- !" '" to> n n ~ o-o-tI- "I- .- I ~ 7 - In - ~,l = C'V / r ~( - / -- tS - U, - / - I - 7 - j = / I - ""- . ". ~ .,,~ . -- -- - ~~ = f"...1'........ ........ u- I I T }--.~ I ~ = 'V' [I ~ -~ ~ '" - ""- 01)" 1 ~ i F ~ t ~- - UV'J lE- - - ~ .....J 7 g< L /7 7-L 7 /7 7 t7 V -, L7 7 = 1- - ? F= "- ~2 - - - E::( . . '" iii iQ '" ... lQ = ......... :-- - I - ~ _:J I I ____ , IE INNJI 1 t- '- /Hl"9[ lHI-tY " ~~~i v.f fIJ~~f'l ~I ~~~-o ~ ~~~ ::> o~;:;;- ~ . ~Bo t; ~~:~ 9 mo 8 (,) .. '""" 1O<ii:~ ~ ::d~~ ...... c:t:l ...... ~ : lHl"Ol ~ ~ b~ WI . 1 ~ ;; ~ ~ I i .~.~ .li!.~~f-< ~ .3 ..11..~ i:i i B ~ ~ go ~ I:cs . I:~ 1:= PRECISION ROOf TRUSSES. CLACKAMAS,OR. 97015 m:=:.: "'., 6.100 . SlIp 172004 M1TeIc IncIu&lJfBli. Inc. Fri..un 10 011:17;48 2006 Page 1 1-"HHl1 "HHl &+3 &+3 1B-O-g 5-1-13 23-4-13 6+1' 12-7-3 6-3-0 56= 5 12 3lIt = 11 10 3lcII= 3llIIl= 11-0-7 9-0-7 PI8lIt 0II'MlB ex Yl: 12'0-0-0 0-0-411'8:0-0-0 ll-G-41 1B-O-g .11-8 8-11-9 8-11'" .5-7-13 8-s.lJ ~ 8-4-3 ble. '_0 Ii II 3oc4 = 3ll-O-O 11-0-7 . . . L~ING ~ SPACING 24-0 C81 DEFL In (Ioc) IIdetI lid PLA~ GRIP TeLL 25.0 Plaia Ina-ene 1 15 TC 0.48 Vert(LL) -0.15 s..e >999 240 ..T20 22011 95 (Roof SntJW825.l!) Llimber tnc:reue 115 BC 0.61 Verf(TL) ..0.48 8-9 >li3s 1110 TCDL' 70 Rep Stress Ina' YES WB 0.51 HoIz(TL) 0.14 8 nIB. ilia ~ D.D 100 Code IBC2OO3ITPI2002 (Matrix) Wslght: 189 Ib LUMBEFC TOPCHORD 2X4DfNo,1~G BOTCHORD 2X4 OF No.1&BIrG WEBS 2 X4 OF S1d G BftAQNG TOP CHORD BOT CHORD \NEBS Struclural wood sheathlng dlreclly applied or 3-2-14 ex: purlin&. .Rigid CBI1ing lflllldly applied or 1 ()..O..O DC bracing. 1 Rowatmidpt 4-11.6-11 REACllONS (lb/size) 2a=1BD61D-5-8. 1FI49ll1O-6-8 Max Hoa.2=1551(load cue 7) Max Upllft:Z--285(1oac1 case 7). e--19S(101ld case 8) Max Grav2=18B7(JOIld cue 2), B=1714{1tltld CIIN 3) FORCES (Ib) - MaXimum CompressionlMuimum Tena/on TOP CHORD 1-20lQf75. 2-3-309lll366. 3-4=-2896/341, +5a-1748t.i!92, 5-6=-17481288. 8-7....2730J361. 7..s-311Q/389 BOT CHORD 2-12=-37412636. 11-12--22411954. 1~11=-13211968, 9-1Q=.13211968, 8-9-279J2677 WEBS 3-12-5291196, 4-12""-41167~ ......,1'"-941f.!30. 5-11....,3911,54. 6-11....9531237. 6-9=-581707. 7-11=-54&'208 NOTES 1) \Mnd: ASCE 7-88, 1 OOmph; h=25ft; TCDl=4.2psf; BCDt.=6.Dpsf; ClIotBgory II, Elcp C; encIllltIId; MWFRS Intarlor zone; canlIIever left and right expoaed ; end WltlCIIlleft and right~; Lumber DOL..1 .33 plsle grip DOLo::1 .33. 2) TCLl.:ASCE 7-88; Pf=25.0 psf(1lat RlOf8llOW'J; ExpC; Fullyecp. . 3) UnbllianClld lIllOW /oads haw ~ considered for fills design 4) This1r'uas has been 'designed for 2. DO timea 1I11t rooIloIId of 25.0 pat on overMng' non-conc;urrent with. other Itw Ioada, 5) Thill tn.aa; ha& bHn designed for II 10.0 pst botlom chord IIw load nonconcurrent with any other &118 1OIldI. 6) This truss ..quires pJate InspllCtion perthe Tooth Count Method whon fhIs truB& is chosen for qllIlllly-assurance iMpec:ticn 7} A pIa1e raUng reducfon of 20% hu boon appIlod for the g!e8n lumber members. 8) This trus. Is deslgned In acc:ordance wllh the 2003 IntomalIonlll Building Code &ecIion 2306 1 and referenced stanclan:l ANSVTPI 1 LOAD CASE(S) ~dlln:l I EXPfRATION DATE; 06--30-06 J June 10.2005 A -.Ilorl$.............- --_ 011 2lI!IDANJ1l11Ct.llDDJII2D"~7__,..,n _-. DesIgn - far.....only""" l\IlI",""connedcn. Tllltd8oign. _only upon pan:lmel_ shOWI\ and .tcr""lncIMd'ud buIc:I""camponoonl. N>P/kXIbIIIy of~n ~Qnd ~inccIporolicnof~ it ~ c:I building cIeofg.....1lClt1nllsClellgner:. _ng""""" Is far IaferaI "4'POl'fofindividuolweb membln 0l'If. AddliClnalllom_ broclng 10 nu...... _"" conolNcfion Is lMreopcrnlbIIIy of Ihe _. Addltlard -""'''''''' /:lnx:ing oftt. _(~" tt._lIlblIly of 1he bulldln9 dltllgnet. For_aI guidance IegaIdlng fabricalian. qwllly con/rollloR>ge. ~. -... and ~ <XlIl.uIl ANSIIlPll QuaIIy C"'..ta. DSe-at and ICSIllluld1nll Campanent 50Wy -........... ~ IR>m T..... PIale InrIIute. .583 D'Onoi1o !:lriwe. MadIsan. WI 53719. ~=-'-.... - CIruo 1Wgh1o, ~ IllllIl0 MlTek- I:' 1:- 1::;- PRECISION ROOF TRUSSES, CUloCKAMAS,OR. 97016 LCI=HO<ESnm. ~., Job R8linnce ICllllionIlll 6.1oos Sep 172004 Mirek lndU&ll1ea.lnc. FrI Jun 10 08;17:.492005 ~ 1 e-4-3 e.4-3 12.7-3 &a-o 17'-1-8 M +&5 0.10-8 51fT = 3lI4 II Ii ~ 5-N :ze.&.11 5-M :llI-O-O B-5-S Scale = 1:85.8 8.lI0112 10 ~ g 3>14:::: o l IJ ~ 3lcll= 13 4xIl = 12 3lI411 -4x1 D .::: ~7 1~1-8 ~ ~1 e.D-7 &.1.1 0.10-8 _1 P'-1a ~ IX. 't'l: r1:O-S-O O-O-10l18:O-1-5 D-O-lll r10'0-3-12.~T 111'()"2-4 G-3-41 l13'()"1-12 0-1-121 :llI-O-O _15 . . . . . . L.OADlNG (pst) SPACING 2-0-0 CSI DEFL In (Joe) IIdeII lid PLATES GRIP TCLL 250 PlalM Incn!lase 115 TC 0.86 Ver1(ll) -0.41 8-10 >EI99 240 M120 22Dtl95 (RocII' Srlllo.P25. 0) lumber I~e 115 BC 0.95 Ver1(TL) -1.08 8-10 >387 180 TCDL 70 Rep S118ss tncr YES 1rVB 0.91 Holz(TL) 0.62 8 nI. ilia BCLl 0.0 BCDl.. 10.0 Code 1BC2003ITPI2002 {MldrIx) VIIIlight 179 Ib !.UMBER TOP CHORD 2 Xo4 OF No.1&BIrG BOT CHORD 2 Xo4 OF No.1&Br G"Except" ....12 2 X 4 OF Std-G WEBS 2 X 4 OF Std G "Exc:epl" 11-132 X 4 OF No.1 &Blr-G BRACING TOP CHORD BOT CHORD WEBS Struc:lll11l1 wocxl a/leIdhing dnc:lly applied or 2-0-0 DC purllns. RIgid ceDing dll8dly IlPplIed or 10.0.0 DC bnIcIng, Eiccapt: 2-2-0 DC bJaclng; 8-9. 1 Raw at mldpt' 3-13 REACl10NS (Ib1siza) 1=149310-5-8.8=1451310-5-8 Max Hotz1=-131(1oed ell" 5) Max UpIft1=-200(l0ad case 7). S-2OO(Ioad elite 8) UaxGrav1=1715(1oad easel), 8=1715(1oad ~ 3) FORCES (Ib) - MlIlCtnum CompresslonlMaximum Tension TOP CHORD 1-2--31121392, '2-3=-27141359,3-4--34561418, 4-fi"-33131429, 5-6--33a1I3'T7, 6-7a..49S214B5, 1-8=-562C1651 BOT CHORD 1-13=-40012880, 12-13=(1(47, 11-12=0/136, 4-11=-157fl2O, 1()''11=-14713000, 9-100=-284/3988, 8-9=-5381SOSO WEBS 2-13=-565/211, 3-13=-108&1147, 11-13=-381I3On, 3-11"01620, 5-11....246/940, 5-10--22/2059, 6-10--12701314, 6-II=-481781,1-ll=-5a..1262 NOTES ~ . 1) 'Mild; ASCE 1-98", 100mpll; h=25ft; TCDl=42p&f; BCOl=6.OpsI'; CaI8gory II. Elcp C; enclosed. MWFRS lntBrior zone; CIlnmeverleft-1 rtght expoaed ; end wwticeI left and right exposed; lumber DOL=1.33 plate. grip OOL=1 .33 2) Tell; ASCE 7-98; Pf=25.0 pst (lIat roof snow); Elcp C; Fully Elcp. 3) Unbalanced 8IlOW Io8cIs haw been considered for !his design. 4} This Iru8I1 has been designed tor a 10.0 pst botIom chord Ilve load nonconcurrent wIlh any other Ilve Ioeds. 5) This truss requinls pi." inspecllon per !he Tooth Count MeIhod when this truss Is chosen for quafltyaaurance inspec;lion 6) A pl. rating reduction of 21l'l1o has been apPlIed rot the green lumber members. 7) Bewing .t JoInt(s) B CIClMiders parallel 10 grain wille using ANSII1P11 angle 10 grtlln fDnnubI. BtJBdlng designer should verify c:llpaclty at bearing sUlfaCll, 8) This truss iii designed In IICCOrdance with the 2003 Internatlonal Buildlng Code section 23Q6.1 and referenced a1andalll ANSVTPI1 l.OAD CASE(S) Slandalll EXPIRES; 12--19-06 r EXPIRATION DATE; 06-30-06 1 June 10,20OS ..... 117"'-.. ~......._---.. _JraD~ 0Ir nD8.MDllICUlIlBD mzmCJUI:I'lI:Itl!::I'__r..n _ 1181:. Deoign "",Del lor _on....>olth h4rel: connectcn. This deoign ill ~ on.... upon pgramet.....tiown. (lI'l(iilloronlnd"Nicfuol ~ CClI'T1pOI'l8nt. Appic:obilly of cIesIsln _..... cuxl pooperinccll'paR:llic.ofalmponellt ill_po.. oItAIII)- of buic:fing deoigner- natlrw deoj;nw. Bracing Ih>M1 " lor laI......uppcri of hdMdual web """"bas only. AcIcIiioncII ~ bn>c:ing lD ...... mbIiIy during c:onnuction iI the _ponoi>iIily of the erec1ar Addllonalpamanenf boac81Q. of the _I sWc1we ;, I"" ""pond>I1y of !he buti'lQ donignw. fO< Qef*OI guido_ AlQCIIdir10 Iobric:alfon, qually conlrol. sIclfgge. d~. W8C:lir;n CIIld broclng. conMI ANSl/Tl'll Qu. CIhrlQ. D5J.n CIlld IICSn """'l1li compoMOlt -tv -OIl CMlibbIe ""'" T..... Plate InoIIluIe. m ll'OnoIrb ~ ModlIon. W15371f. ~=.n_l.one ._ CIrus H./ghla, CA, Q!llI10 MiTek- /:ce j:nas 1= PRECISION ROOF TRUSSES, ClACKAMAS,OR.97015 m== -I 8.100 s s.p 172DD4 wreklndustries. Inc. FI1.A1'110 18:50:14 2D1l6 Page 1 J -106-0 I 106-0 1&-0-0 1&-0-0 :lll-O-O 11-0-0 &6= Sc8Ie-1:S8.0 u 20 IX a7 38 35 M 33 32 lI1 3D 29 ~ Z1 28 W= 38-0-0 3IH).Q 2S 24 23 22 21 PIlI. otrHtIIlX. Yl: 128 '0-2-8 0-341 , LOADING (PlIO SPACING 2-0-0 car DEFL .In [Ioc) IIdBIl Ud PLATES GRIP TClL 25.0 PIatn Jncrea8e 115 Te 0.22 V8lt(Ll.) ..0.02 1 nlr 120 MT20 22C1t185 (Roof Snow=25.0) Lumber Increue 115 Be 010 Ver1{11..) ..0.03 1 nIr 90 TeDl 70 Rep Streu Incr YES we 0.23 Hex<:(TL) 0.01 20 nla nla BClL 0.0 . BCDL 10,0 Code lBC2OO3/TPI2OO2 (MatrIx) Weight 211 Ib LUMBER TOP CHORD 2 X 4 DF No. 1 &BIr G BOT CHORD 2 X 4 OF No. 1&BIr G WEBS 2 X 4 OF Sid G OTHERS 2 X" OF SId G BRACIMG TOP CHORD BOT CHORD WEBS SlrucIwaI WOllll Bhll8lhing direcll)' applied or ~ oc purlins. Rigid CIliting c&rdy applied or 10-0-0 DC bracing 1 Raw III miclpt 11-29 REACTIONS (lb/slze) 2=218136-0-0,20-74136-0-0.30=016713&-0-0.31=168136-0-0,32-168136-1:1-0, 33-16llf36.4.O, 34-18Qf36-0-0. 35=168136-0-0, 3ll=1nJ3&.O..O, 37=133138-0-0. 28a167l3e.o-O, 27.18~O, 28='1 BlIJ36.O-(), 25=018813&.0..0. 24-18l1136-O-G, 23-16Qf36-0-0, 22-16213e-o;:o. 21=19~O, 290=15313640 Mil)( Horz2=252~0IId cue 7) Mil)( UplirI2.oo..BO(1oacI case 5), 30=-75(108d cue 7). 31-..g3~oad CIlBe 7). 32-87(1oad cue 7), ~ case 7}, 34'"-ll9(IoBd cue 7), 3s--&4(1OC1d case 7), 38-103(loecl case 7), 37--33(load cue 7). 280c--8i(1oad case 8). 27=-95(1C1t1d cue 8). 28=-88(1oad case 8), 2500-88(1oad.caae 8), 24=-8B(Ioad ClUItl8). 23=-8B~D8d ClIlIIl8). 22--85(1oad caR 8), 21....103(lD8d case 8) , Max GI1IY2=315(1oad cue 2), 2O-100(load case 3). 30...:!42(load case 2), 3.1-'235(1011d caIltl2). 32=235(1oad case 2). 33-234(Iolld cue 2), ~ ClUItl 2). 35-231(IDad case 2), 3800249(1oad case 2), 37=178{1oad case 2), 28=2042(1oad cue 3), 27=.235(1oad case 3), 28a235(load callll 3), 25>c235(1oad case 3). 24=234(1oad C8lItl 3). 23=237(1oad case 3), 22-227(1oad cue 3), 21=26S(1oad case 3), 29=188(1oad caM8) FORCES (Ib) - M8ximum CompressIOAIMaxIrnum Tension ( EXPIRES: 01--24-06 TOP CHORD 1-2cQ/73, 2-3--258150, 3-4=-211ill9, 4-6:-15Ot1 02, 5-60=-831135, 6-7-581188,7-8-581200. 8-9=-581'232. 9-1~581268, 1~11=-e1I290, 1'-1~2/280. 12-13--5&'231, 1~14=-561170, 14-15=-591116, 15-16=-591&4, 16-17--59151,17-18=-67129, , n PRO 18-19-124J27, 19-2O=o-18ll135 ;"'Q:~v 1Fe, BOT CHORD 2-37=01187.36-37=01187,35-36=01187,34-35=01187,33-340=01187,32-330:0/187, 31-32=Ot187, 3G-31oo01187, 29-30=01187. {;o.V';' GINe: lS"cS}. 28-29"01187.27-28'=01187,26-27=(11187, 2S-2fI:ooO/187. 24-25=01187, 23-24-ll(187, 22-23=01187. 21-22=oClI'187, 2O-21-at187. ~ 1C:.~ ~-9 ~ WEBS 10-30--202/99. 1l-31--19~17,.a.-32=-195111'. 7--13>=-195/112, 8-34=-195/112, 5-35=-193/110, 4-36=-201/119, ~ ~37""E18i88, 12-2800-202193.13-27"""'95/119. 14-26=-195/110,15-25=-195/112: 16-24=-1941112, 17-23=-195/112, ~ ,8-22....,9,1111.19.-2,-2081120, 11-29=-16410 NOTES 1) Wind'. ASCE 7-98; 100mph, II-25ft; TCDL::4.2pef; BCDl~_Dpsf; CategOl}' n, Exp C,endo&ect, MWFRS gable end ZOIll!l; cantiJe\oer left and rillhtuposed. end verticl!Ilelhnd right exposed; Lumber 001..=1.33 pl. g~ DOL=1.33. 2) Truss desJgned tor winclloadB In fle plane aI tha truss ani)' For studs exposed to wind (nonnal to !he face). _ MlTek "Slandard Gable End Detd" 3) TelL: ASCE 7-98; Pfoo25.0 pst (flirt roof 1IflDW); Exp C; FuRy Exp. ciJl~ ~ 1Oll~ have been c:onslderecf for this daslgn f EXPtRAnON DATE: 12-31-05 ] June 13,2005 A ....AJIIIIIIU. ~ ......_ I."'" -JRI2Zll__~JIICUIIlD JIID:&' _.rAalUID,,.4f:1_-. OeoIgn void fer..... OIllywilh ~_conMC:toa. 1ha deoign _ _ only upon "'"""mel8l.."........ and Jsklran ind'Nidual buidng ccmponenl. API>IoabIIIv 01 deolgn ~ and pI<>per ~ .ee.,.o.oIion of ~ io~ olblAldlnQ cleoigner- noI1Na deolgMr.1racIng rII<>Ml Is kr lafararsu~ olincfyidual_ _ only. Add1tic>nall_ brCIclng to .,......labllly <floWIng c:onnuction Is !tie rwponsibiIIlyof the ..-.cklr Additional _"'" belting of !tie _ JlrucIure Is the rerponoIbIIIy oIl1le bulcSng deslgner. For general gu1donce ~ !l:lt:ricatlon. qu"d!ly c:ontoI. stotoge. deIvety. orectIcn and brac:lng. cans\lI AH$I/Tpn Qltelly C-. ~ ....d ICSI1 luIcIlng CompcmenI Sal>ely ........lIllooI "",*,bIe!ram TntSS I'IcsIe 1nslIIute. 5ll3'0'0n0rri0 o.tYe.. Moc:fiIan. WI S3n9. 77T1Green_Lano ... SUilo lOB Cilruo Hoighto, CA, lIIiIllO MiTek- Jab Truss Truss Type Qty Ply Gte HOMES TMOT - R16860481 GLC6 1>5 COMMON 2 1 Job Reference (oolionall PRECISION ROOF TRUSSES. CLACKAMAS,OR. 97015 6.100 s Sep 17 2004 Mffek Industries,lnc. Fn Jun 1016:50;142005 Page 2 NOTES 5) This truss has been designed for 2.00 times flat roof load of 25.0 plif on owrhangs IlCIll-ClClnCllllllnt wIlh o1her 1i'Je loads. 6) this truss has been designed for a 10.0 pst bdttcm chord live load nonconcurrent wIlh any other live loads. 7} All plates are 2X3 MTZO unless olhelwlse indicated. 8) ThiS 1rUS$ requires plate inspection per the T oath Count Method when this truss is chOll8l1 for quality assurance inspection. 9) Gable requires continuous bottom chord bearing. 10) Gable studs spaced at 2-0-0 oc. 11) A plate rating reduction of 20% has been applied for the green lumber members. 12) This truss is designed In accordance wilh the 2003 Intematlonal Building Code section 2306.1 and referenced slandard ANSIITPI1 LOAD CASE(S) Standard A W_ - Vtrr0'..... ~ GlUt Jli:.Ul J901'.I!:S ON nmt ABD llIa;lll).SD MmI:lr ~'PAQ& __'473l11aOla llS& Design void far use 0l11y with /lIVre!: connectors. ThIs design k based only upan paromet.... .hown. and k lor on Individual building cOlT"4lOnent. AppIcobilly of design poramenlers and proper incorpaotion 01 componetl! Is responslbi1y of builc:fmg designer - no! truss designer. 8racing .no..n Is far krletal SUJ?POri 01 inciMdual ~ member> only. AcIdItIonaIlempaary brocing 10 insure stobllly during constuc:lIon Is !he responsibiiIy 01 lhe e<ecfa-. AddlfK>nol pcmonenI bracing 01 fl1e QVer'OI olnJc:lure Is !he ,__Illy oIlhe buicfrng design.... Fot general guidance regot'ding ~~c:=r=:=~~I=~ ~O'~~ Mod"JSo~k~~~Cril-. DSa-89 and ICSI1 BuVdlng Component ~~.:-~ 1111- CIrus HoIg/Ils, CA, _'0 MiTek- I>> [- r"- Glee B1 DUAl RIDGE GABLE PRECISION ROOF TRUSSES, CLACKAMAS,OR. 9'l015 rn:=~ .'-1 . 8.100 s SlIp 17 2llO4 Mirek IndllSlries, Inc. Fr1 Jun 10 08;17:53 2005 Page 1 -1.e.o 1..e.o 5-3-4 &-3-4 1ll-8-O 5-5-12 21-e.o 1ll-8-O -'11411 e 11.00112 18 :bS II 17 W= 15 :zic311 16 2lc311 ~ ~ 21-8-0 1_12 23-0-0 I 1-11-0 ScaIe- t,41,4 14 2lc311 13 2lc311 Plate Cll'hIeta rx Yl: /':>'0-2-40-1-8 m:O-1-120-1.a1 18:0-2-120-2-01.111:0-1-120-1 117:0-2-00-1-8 LOADlNG(pef) SPACING 2-0-0 CSI DEFL In (Ioc) IIdeII LId PLATES GRP TCLL 25.0 PIa1es IncrMSe 1105 TC 0.38 Verl(ll) 0.02 2-18 >999 240 MT20 2201195 (Roof Sn0w=25.0) TCDL 70 Lumber Inc:reallll 1105 Be 0.1-4 VItI'l(TL) -0.04 2-18 >999 180 SC,"L 0.0 Rep SIre8 InCf YES we 0.64 Harz(TL) 0.01 17 ilia nIa BOOL 10.0 Code IBC2003/TP12OO2 (MaWc) WeIght ~OS lb LUMBER TOP CHORD 2 X4 OF No. 1 &SIr G BOT CHORD 2 X4 OF No.1&B1r G WEBS 2 X" DF SId G BRACING TOP CHORD BOT CHOR'O JOINTS S1rucbnI woocf sheEdhing diAlCly applied or s-o-o DC pullins. RlgId calling dinIdIy appli8d or 6-0-0 oc bnlc:lng, Except 10-0.0 DC bracing: 2-18,17-18. 1 Brace at Jt(e): 19 REAC110NS Ob'sIze) 2=488JD-5-8, 11=17211 0-11-8, 17=707/10-1 HI, 16=89110-11-8, 15=187/1 0-11-8, 1~167110-11-8, 13=195/10-11-8 Max Harz2=-156(Joad case 8) Max UpIi112=-242(1oad case 7), 11=-13D(1osd cue 8), 17=-211(101d case 7), 16=-75{load case 8), 15-D-89{101ld case 8), 14=-lI6(Ioad case 8), 1 ~Ioad case 8} MlIX GIllv2:6515(101ld case 2), 11c310(10ac1 case 3). 17=916(108d case 2), 16=212(loed c:ase 3). ;lS<!-43(1oac1 case 3), 14--225(1oacf case 3), 13:\264{1oad C8M 3} FORCES (lb) - Maximum CompreuionlMulmum TlIII&ion TOFi CHORD '1-2=005,2-3=-655116'1, 3-4=-10/136, +5=-SI208. 5-&=01269,6-7--11207, 7-8=-1/165, 8-90=-21173. 9-1D=-321171 , 10-11=-821178,11-12-0173 BOT CHORD 2-11l=-12W4&4, 17-18=-1291484. 15-17=-148/183, 15-16.....,-481183. 14-15=-1481163. 13-14=-148/163, ,1-13....,481163 \lllEBS 3-20=-710/251. 19-20--7DS1250, 17-19=-74DJ26B, 6-17=-449/120, 7-16=-195J86, 5-1B-nl4O, 3-18zo01226, 8-15=-197/1111, 9-14=-1881110,10-13=-2251117.4-20--4V11 . NOTES ( 1) WInd; ASCE 7-ll8". 1 OOmph, h=25fl; TCDL=-4.2psf; BCDL=6.0pst, Category II; Exp C, ~; MWFRS gllble end zone; c:antleuer left IMld right exposed , end \l8riir:aJ left and right eJCPoeed; Lumber OOL=1.33 plate grip oot.=1.33. . 2) TCLL: ASCE 7-88. Pf=25.0 pit (IIat roof JIIIOW); Exp C; Fully Exp. 3) UnlHtlanced snow 1000ds have' been considered fDrthil; deslgn. 4) This 1nJ.. has been destgned for 2.00 timM ftat roof lead d 25.0 pst on owmangB nDrHlllllcummtwllh other Ilve load.. 5) ThilJ 1nJes has be<<! designed for a 10.0 pst bDllDm chord Jive load nonoancurrent with any olher J/w: load.. 6} ThI81ruu l1Kluires plate inspedian per !he Tooth Count ~ whlll'l fhIs trusa iB choHll for quality aS8Ul1ll'!ce Inspec:tlon. 7) A plats rating ~n of 2Q%,has been applied for !he green lumber member.!I. 8) T11IB ~ ia c1algneci in ac;conlallCll with the 2003 JrrtemationaI Buncflng Code section 2306. 1 and refer8Ilced s1andanl ANSVTPI1 LOAD CASE(S) Standard [ EXPIRATION DATE: 06-30-D6] June 10,2005 .A WADIZlIQ. VerlfV~_- _.u:.w ~ 011 DDB MIIJ .llIC:tl1AI2J~~1!MD: _,.4f3 _-. Dedgn vaIcI...... onlywllh Mi""~ lhio d.,;gn Is based onlyupah ....................... and Is faranrnd"Mdualbui<A1Q~ t-pPieGbIIIy otdeolgn p<""'melll....end ptClP!It IIICCIpCIQion "'~ is rwpcwltllIIy or buIkhl deoIgner- nottrus deoig_, IlIoc:Ing_ "lor _..-art af 1ndMduol.-lftO!lTlbon only. ~ lempo<ary bra~ to _ dabilly dUring aonsINction is Itle ~ot1he enictar. AddIIbnoI".",.,..,..m ~ of tile ..-aI sIrucIuAt io !he reoponoibilly ollhe buH1g deolg_. klr generalllUida.... MgCi'cIIng fabrication. quallr eonftlI. daooge. deloely. onoc:lian CII'ld bKlclr1l::1. consul AIiISl/ll'l1 Qually CIIIeoIa.. JlSI.89 ancllCllllulldlllll Compo...'" $aWy IaIorm_ c.......b. ""'" Tnas Plate InriluI8. 5B3 o'OncfriO om... MadIoaIl, Wl 5371 9 . 7T77G,..,bo,*~ ._ SUit lOll Cllruo HeighIs, CA, 95Il10 MiTek- I:ce I:~ 1= PRECISION ROOFTRUSSe5, ClJlCKAMAS.OR. 87015 0=1::::: R'~ 6.100!, Sep 17 2004 M1T.k Industrle&, Inc. Fri.Am. 1008:17:54 2005 Page 1 -10$-0 10$-0 5-7-.12 5-7-12 10-&-0 5-1-4 15-10-4 5-1-4 21.e-o 5-~t2 23..Q.O I 1-8-0 Salle "1:41.4 4>l4= 4 1.DCl112 e --= lOADING (p$l') SPACI.NG 2~O cal DCR. in (lac) lIdefl L.Jd PLA 1ES GRIP TCLL 25.0 PIlla 'na- 115 TC 0.33 ~L) -0.17 6-8 >999 240 MT20 2201195 (Root Snow-25.0) Limber InCl'88ll8 115 Be 0.58 Ver(TL) -0.54 W >464 180 TeDL 7.0 Rep SlreA Inc:r YES WB 0.36 HlllZ(TL) o.os 6 n/a 'n/a SCLL 0.0 Code 11lC2OO3fIl'12002 (Matrix) Weight 89 Ib SeDl 10.0 ~ 1().8.(l 21-8-0 1Cl-4H) lUMBER TOP CHORD. 2 X 4 OF No.1&Btr G BOT CHORD 2X<4 OF No.1&BtrG WEBS 2X40FstdG BRACING TOP CHORD BOT CHORD S1ruclura/ wood sheathing di~ applied or 4-10-12 or; purtlna. Rigid ceI!nll dlrec:lly applled or 1G-O-O oc; braeing. REACTIONS (Ib1s1ze) 2=99410-5-8. 6=98410-5-8 Max HoIZ2a-1 01 (load c;ue 8) Max Up/II'l2=-204(Joad cue 7). ll=-204{10ed case 8) Max GnIv2..,1 89(1Ol1d c:asa 2). Ba1189(1oad case 3) FORCES (Ib) - Mmclmum Compl'8SllionlMlIXlrnum TenaIcn TOP CHORD 1-2-0175.2-3--1628/211. s..t-10931140, 4-5=-1093/140, 5-0=-1626/211, 5-7=0175 BOT CHORD 2~18111347. 6-8=-93tl347 WEBS 3-8=-5951186. ~87. s.a-59511 ff1 NO~ 1) \Mnd. ASCE 7-88; 1 OOmph, hc25ft; TCDL0=4.2psf; BCDl=6.0pef; CaI8gory II. E)q) C: endosed; UWFRS Inlelior zone; canllIever left .00 right ~ ; end vertical left and right lllCpCIlIlIQ; Lumber DOl=" 33 pia ~ DOL'" 33 2)TCLL: ASCE 7-118; Pf-25.0 psi' (lIatrcof8l1ow); Exp C; FuIy Exp. . 3) UnbliJanc:8d BneW loadiI haw been conlidered for this de$ign. 4) This truss haB been designed \'or 2.00 1lmeB nat roof load ~ 25.0 psi' on CMlItlangs non-conr;urrent will other.1i\III JOIId&. 5) Thi5 trusB has bHn designed for a 10.0 p5f botlom chord IlIIt1load noncol1CUlTellt wlIh any ather Iiw 108d1l. 6) This truss requm pi_ inapec:lIon perthe Toolh Count Melhod when thilI trusa is cI1D811/1 for qllllllW aBllurance insper;tlon 7) A plate J'lIling redur;1ion of 20% hils bes1 applied far !he green lumber members. 8) ThIs truss Is designed. In aoc:ordanc:e wtth the 2003 ln1ema!ional Bulcfmg Code aedion 2306. 1 and rafIorenced slanderd ANsvrPll lOAC CASE(S) S1andard ( EXPiRATION DATE; {16-30-06 j June 10.2005 .A ...-- ~ .......,---.- JlaDJIO!Z8 ClIr'nllS..uD.DICUZDIZI.IIIDlII' Jt&:PIZI;IItS'_'-'f"ofn_llSB. Dooign II'CJId lor.... Dnlvwllh Mfel: connedcn. 1hiI delignll baoed on'" upon para_ten......... CIP1d II IorCln indMdual bulding ~ Applc:ebilll' of deol9n pararnentea and _~...~~afian of ~f is ~ or blAIcIllQdeoIgn<<- not"'" dMig_.lIroc:ing ot-... is lor IallM:>llUpport of lncfMdualWOlb ......ben odIf. ,o.ddIIona1~ I:lIacIng ID I...... oIabmy dull"" conrhc:Ion II"" ~ o/lhe """""'- Addllonal pem-..nt bra<:ing oflheo....h..""_ ilthe _blllycl_ buIdIng~. Far~ g\lidcmc:e _Ring fCbricafion. q\lCllIV conIroI. sIorage. d"-Y. ..-c:tIon and ~. DDnRJJj ANSl/lPl1 QIoally ~... 1lSI-lI, and IICSI1 BuildInG Com--' S~ _. Cl"'Clklbleflom r..... P!rIle 1nsttIu~ 5!3 O'Onofrio onw.. Madioon. W1S3719. TT77 ar.abIIcI<lAne .. Sulo101 Cllnm HoI;hIa. CA, 11581 MiTek- I:' 1:- 1= PRECISlON ROOF "TRUSSES. CLACI<AMI\S,OR. 97015 EJ::;r=:: .~ 6.1008 Slip 172004 MlTek I~, Inc. Frt JIm 10 16:50:152005 Page 1 ll).e.O ',l).e.O 21+0 '10-9-0 fB(f II 2 Sc8I& "':38.8 11.00 IJ1. J I~ B 5 3;1(121/ w= .. 3x12 ~ 8-0-12 13-5-4 8-0-12 5-4-lI Plate ClIlNta ex. Yj' 11'1420-0-11 13:0-0-140-5-91. 14'0-&-50-0-41 IB'Q+3 G-O-121 21.e.o 8-0-12 . . , . . , LOADING (pst) SPACING 2-D-O CSJ DEFL <in (Joe) IId8Il Ud PLATES GRIP TeLL 250 PIatea 1ncreII... 115 Te 0.85 Vert(LL) -0.15 1-6 >1l1111 240 MT20 2201195 (Roof Sn0w=25.0) Lumber Inc:reaH 115 BC 0.98 Ven(TL) -0.35 HI >717 180 TCDL 7.0 Rep SInJss Incr NO WB 0.42 Horz(TL) -0.07 1 nla MI BCLL 0.0 Code IBC200~P~ (MalrilC) \NeigIlt 283lb BCDL 10.0 LUMBER TOP CHORD 2 X B OF No.2 G BOT CHORD 2 X 10 OF SS G VllEBS 2 X 4 OF No. 1 &Btr G BRAClNG TOP CHORD S1rucluraI wood sheathing direcly applied or 3-&-1 oc plIIfina BOT CHORD RlgIc! ceflng dlfllClly applied or 10-0-0 oc bnlc:i1llJ REACTIONS (lb/&iz8} 3"'8386f0.5..8. 1=839lW-5-8 Usx Hatz 3==72(Ioad CIIS8 5) Usx UpIiII3=-1486(loed case 7), 1=-14116Qoad caN 8) Usx Grav3=8527Qoad case 2), 1 =8527{1011d case 3) FORCES (Ib) - MllXimum Co~um Tension TOP CHORD 2-3=-13135J229.4, 1~""'313512295 BOT CHORD 1-8=-1996/11880,5-6=-152518744, 4-5--152S1l1744. 3-<4=-2028111680 'M:BS 2-4=-102316127,2-6=-102416127 NOTES 1) 2-p1y lruB8 to be CXllllIed8d foglllh_wilh 0.131"X3" Nail aslbllowlr. Top ch0rd5 =nneded as tIoIIDWlI: 2 X IS - 2 rows at ~ oc. BoIlom ~ connected .. follows: 2 X 10.2 I'DWII at 0+0 llC. Webs COIlIl8CIed as follows: 2 X4 -1 row at 0-9-0 oc. J 2) AJlloada IIf'II considered eqlllllly applied 1D .. plies, elCXlept it notBd as front (F) (J( back (8) face In tile LOAD CASE(S) sec:tIon. Ply to pi oannections have beM1 provided \0 d/alr:lbule only loads noted .. (F) or (8), unl... otherwiSe indlc:alBd. 3) ~: ASCE 7-98; lllOrnp1\; ha2Sft; TCDL=4.2p1t SCDL=8.ap.r; CategOIy II: Elcp C; encloaed; MWFRS in1BriDr zone; cantlIeYer IBfl and r1lht mcp088d ; end wrtlc:alleft and right lIlqlOSecI; Lumber DOL-l.33 plata grip DOL.... ,33. . 4) TeLL: ASCE 7-98: Pf=25.0 ptf (Ilalt roof snow); Elq:l C; Fully Exp. 5) Unbalanced snow loads have been considlired for this dlNlign. 6) This 1rt18S hili been dltllgned for a 10.0 pst bot\Om chord IIvit IDlld nonconcurrent wlth any other live loads. 7) this Inr8lI requIres- plate Inspection p<< the. Tooth Count Medhod whllll this wss is.cholf!8l1 for quality II8S1lrance lnspedlon, 8) ^ plalB rating reduc:Ilon d 2ll'l(, hall bean applied fgr lt1e g.-n lumber member&. ' 9) This tr\Iss Is designed In acx:ordan~ wItIllhe 2003 International aunding Code MClion 2306.1 and l'lIferenoed slandsrd ANSIffPI1 10) Gilder a1rrles lie-in apsn(s): 3Il-O-O from 0-0-0 to 21-6-0 LOAD CASE(S~ S1llndard Continued on pSIl8 2 r EXPIRATION DATE: 12.3HlS ] June 13,2005 .& _- ~daipL~II__J1D2'B8 wt2tllllAlEDJlIt:WDIS:D'MJ2ZK_"'__"":r,;__ DeoIgn wid Icr.- onIy-. Mlr_connec:kn. lhls design is lx.d only upon po.......... -.. and is fa' onlndMclvClI ~ ~""""- ApP8eablly 01 ~ po""'--"nd _Tncmpaaion oIcomponentls~bIIIy oIbI.olding ~- norm- ct.tgn",. 8n:J~ w-. Is fer lot.al....ppat or inc:IMdUCII_ rnotr11beG only. AddifionaIlernpac.y brodng to Insure 5IabIty dUllng COIVlndcn Ish re;pomibiiIv of !he .-:1cr. Addlcnol~braclng 01.... ........oIrUctvrelllhe NSpOJ1IlbIIly 0/"" b\Mdhg deoigner. Fer 9"fNlIVI gulclanceregordng la_on. quallly CClrlfnOl. olo<age. ~. 8I8CIIa1i cmcI broclng, oansuII AN!IIITPI1 QllaIIIy 0hdCI. DSI-8f and ICSIl IIul\dIeog C",,-_ Sc*ty In/annatIotI Cl.....bIe fn:rn Truss Plalelnsllute. S83 O'OnoIrb CINe, Madioon, Wl53719. T771 ar.w1Ilodclale .Ie _'IOlf CIIrw Ho/gtIlI. CI\, ll5S10 ,S MiTek- Job Tru... TIWISType Qty Ply GLe HOMES TMOT - R16B604B. GLCS B4 COMMON 1 2 Job Reference (oDlionBll PRECISION ROOF TRUSSES, ClACKAMAS,OR. 97015 6.100 s Sep 17 2004 MlTek Induslries, Inc. FtI Jun 10 16:50.152005 Page 2 LOAD CASE(S) Standard 1} Snow: Lumber Increasec1 15, PIa18lncreass=l 15 Unlfcrm Load$ (PIt) Vert 1-3=-734(B=-7.14}, 2-3=-64,1-2=-64 .... lVARNDrO. VooinI dcs{p.~_RDDlIODS ON2'.IDS ANIHNCUlDED .III7'J!:I[~.PAGBJIlll.7"'73.l1UO.Ra I1S&. Design ""Ed for .- only with MT eI< COf>necIaL ThIs deJlgn Is based only upon pommelets shown. and Is for an in<fMduCl' building component AppIicoblty 01 des'gn polCmenten and properlnc:apomflon of component is responslbiIty of building deJlgn.... - not lnm deoigner. 8rocing shown is for lateral suppcrt of indMduolweb members only. Adcfrllonol 1""'fXl<OIY bracing 10 insure slobiii)' during construction is In. _ponsib!IIty of the ereelor. Adcflfionol pennanent broc:i'lg 01 the oWIUII .welu,., Is the responsibility of the building designer. Fer gen""" guidance l'eQarding labricotiOn. quaBly con1rol. sIoroge, delivery, efeCtIon and bracing, consult ANSlnPIl Quality OhrIo, DSW9 and BCSIl Sullclnll eomp....ent Safely iIllorrnallon ovoilable from Truss Plate InsIlMe. S83 D'Onofrio Drive. MccflSOl\ WI 53719. ~~~dcLane i..il- CiIrus HeJghls, CA. 95610... MiTek- I:' F 1= PRECISION ROOF TRUSSES, ClACKAMAS,OR. 97015 rnGLC-~m>T' "-1 Jab Reference fDPllDnBl} 8.100 , SlIp 172004 MiTek lndUllrl8ll,1rx:. Fd .ku110 1lll:17:58 2005 PBge 1 -~ 1-8-0 1~ 1G-&-O 21-000 10-8-0 4M= 7 11.00 fi2 22 211311 21 2113 II 111 2lCS II 17 2ll3J1 18 2113 II 20 2113 II 18 2lCS1I ~ 2~ 22o&ll I 1-6-0 s.:.ie.. 1 :40.5 1S 2113 II '4 2lCS II PIa1B 0IfHls ex. Y)' 12~ 1-12 0..1-81 [12$-1-12 o..1-8J . . LOADING (psf) SPACING ~ CSI DEFL in (100) /Jdeft lid P\.A TES GRIP TeLL 25.0 PI81M IncreIlSe 115 Te 0.22 Vert(LL) -0.02 13 nIr 120 MT20 2201195 (Roof S_25.0) Lumber Increase 115 BC 0,10 Vert(n.) -0.03 13 nJr 90 TeDL 7.0 RBp str.s mer YES W8 0.07 Horz{TL) 0.00 12 nIa n/a BeLL 0.0 BeDt. 10.0 COde IBC2D031TPI2002 (u.trIx) Weight 100 Ib LUMBER TOPCHORD 2 X4 DF No.1r.!ltrG BOT CHORD 2 X4 DF No.1r.Btr G WEBS 2X4DF51dG OTHERS 2 X 4 OF S1d G BRACING TOP CHORD Slruc:tu11l1 WOOlf BhestI1ing dindy applied or &-~ 00 puriina. BOT CHORD Rigid oeIIing dlraclly IIpplilld or 10-0-0 00 bracing: REACTIONS (lblsize) 2=226t21~, 12=226121~. 19-,88121-0-0. 2CF188121-O-O. 21.'67121~. 22=172121~, 170::168/21-0-0. 180::168121~, 15=167/21~,,""'72121-O-0. 18=153121-0-0 Mu: Hoa2"'-153(1oad case B) Mu: UplJn2;=..113(108d case 7), 12=-142(load case 6). 19=-85(1oad cue 7), 2Q0r-87(1011d cue 7). 21....a8{lolld case 7). 22-56(IoIId case 7}, 17'"-82(1oad case 8), 16=-88{1l* case B). 15-99(1oad case 8). 14=-S5(1oad case 8) MlIX Grav2=328(load case 2), 12=328(1oed case 3), . 19=244(1oBd case 2), 200c233(1oad ca.. 2); 21 =236(1oad c:ue 2). 22=234(IoBd case 2). 17-244(1oad case 3). 16=233(1aM1 cue 3}, 15=236(Icad case 3). 1~d case 3), 18=153{1011d case 1) FORCES (lb) - MaxImum CompnlSSlOnlMlXimum Tension TOP. CHORD '-2~. 2-3=--12'1J82, 3-4--63Jge, 4-5=-581128,5-8=-581'162, &-7=o-e11190, 7-8=-61/1711. 8-9=-581125.9-10-5&'66. 1o..11=5l1133.1,:,2....7B/304.12-,3s0173 BOT CHORD 2-22=01139,2'1-22>001139. 2o..21=Of139, 19-2~39, 18-1S--llI139. 17-18=0/139, 1&-17-01139. 15,-16=011M, 14-15m0l11~1I 12-14-01139 WEBS 6-19=-2031109, 5-2<F-1941113, 4-21--1921114, 3-22=-2051107, 8-17....203/106. 9-1&=-194/114. 1o..1Saa-1B21114, . 11-14--2051106.7-18=-113JD NOTES 1) WincI; ASCE 7-98. 1 OOmph; h--25ft; TCDI.=4.2pBf; BCDLa6.Opsf; C8tIlgory II, Exp C; enclosed; MWFRS gab!e end zone; cantilewr llilft lInd right expaNd , end wrtialIlllft and right 1IlqlO8tld; Lumber DOL=1.33 pi_ grip DOLc:1.33. 2) Truss daignlld for wRIloeds In the plane d the Vuss only. For studs ellpOS8d to wind (nannll to lhe face), see MfTeIc; "Standanl Gable End"Delal'" . 3) TcCL:ASCE 7-98, Pf=25.0 pst (ftatl'ClCltanow); ExpC, Fully Exp. 4) Unbtdanced lIOOW loads ha1Iil been considered for this design. S) This tru_ hE been designed for 2.00 times flat roof ICIIId of 25 0 pst on 0Yerillu1;s nOlKXlnCurreDf: WIlh other Il1IIIloada. 6) Thill tn!- has been designed for a 10.0 pst bottom chon:! Ilve load nOJllXlncurrent wilh any oIh8' Ilve Io8cIa. 7) This tru_ requll1ls plB1a inBpection per1he Tooth Count MllIhod when this truss Ia choaen for quBllly II&&UllInce Inspection. 8) Gable requm can6nuOU& botfgm chord bMring . 9.) GllbIe stud, spllCBd at Z-O-O oc. 10) f. oIate I1lting reduction d 20% has ~ applied for !he IIreen lumber members. Continlled on page 2 [ EXPIRATION DATE: O~ ] June 10,2005 A --- - Ver(/)' ","""",.. ......Ok, . - R&&D MmrS air nDII....uI Bl'l%.llDBD JIIrDI:I[ JlII:II'DaIC:I: _ .IDl-Hf3 JIII:I!'l1B -. Oeolgn void lor ~onIy"",,, Mr_ c:onnec::bl. Thildeolgn 11-.:1 only upon paramel..,uhown, ancIlI,.,. em i>dMclual buIdTng ~ ApplIca~ ofdelign -'-and properincoopeoalk,.. ol comporMIIl/ II~ <>fb<Old1ng _gnw-nottrua dltSlg......lI'r>cinu'hcMn II Ior_ aupporl 01 ~I_ membsa only. AdcIIIonclI ~bracIng to r..u... alobllty dulinu ~ 11 the reapoluibiiIy 01... .....elor. AddltlorocII peRnOnentbDdng 01'" ........Inx:Ue1a Ihe rmponsJbIIly oflhe 1>l*IIn" dtlllg...... for"""""" guidance NgaI'dIng ~=..~.:~=~~~='Ma~~~CIhot... OS_and SCSI! WldlftgCo","onent 7771 aro._L-Io .1_ Su"" 108 ClIrva HoiGIIlI, Co\ iSll1 MiTek- Job Truss Truss Type Qty Ply GLC HOMES TMOT . R1684734! GLC6 C1 COMMON 1 1 Job RlIference (ooIIona/\ PRECISION ROOF TRUSSES, ClACKAMAS,OR. 97015 6.100 s Sep 17 2004 M1Tek Indus1ries. Inc. Fn Jun 1008;17;58 2005 Page 2 NOTES 11) This truss ill designed In llccordance wlth the 2003 International Building Code sectfon 2306 1 and referenced slandard ANSVTPI1 LOAD eASElS) Standard A 1V~. ver(fj/ deoi&r"~ '"..l R&.lDJ907ZS 0Jr TmSANDllVCLllDED .llmi:B:REFER&lfCl:pAlU:Jm.,...n lUFQB l7lI!i., Deaign \OODd 'or use onlylMfh Mrel<conneekHs. ThIs desfgnls bated only upon pan:lme1enshown. ,,"d Is loran indMduo' bulJdlng eamponent. App&c:cbllily of design paromenlen and proptI<lneorpolafion 01 ~nlls resporulbi1y of buiIcftJg deJlgner. nol "- deJigner. !racing shown is for 1aI"",1 suppat 01 indMcllJCll web .- only. Additionol tempalaly bracing to ins"", s10bllly during contfruc:1lon Is the responsfbiMy of the erector. Addlflonol permonent bracing of the 0Yeltl8 slnJctura is the >espoI1S!bJIIy of tho building designer. For gen"",' guidance regcra"'9 fobricatlon. quolity control. slorage. deivery. erecflon ond bracing, eonsuH ANSI/TPIl Quality CrIIoda. DSI-89 and BCSll BvUdlng Compounl SaNty Inlormallon ollOlIable from Truu PIote 'nsffIule. 583 O'Onofrio Drive. Madison. WI 53719.. . nn Groen_lane .' __ SuM 109 Citrus Heights, CA. 95610 ,I MiTek- r:C6 I~MS 1:= PRECISION ROOFTRUSSES. ClACKAMAS,OR. 97015 r:IJ'CHOIE8 n.m - """"'1 Jab FWlnnaI IClI7lianIlll 6.100 s Sep 172004 MITIlIt lncIuDies, Inc. Fri.km 1008;17:59 2005 Page 1 -1-&0 1-lJ.0 5-&-4 !5-&.4 1C).&.O 4-1,..,2 16-6-12 4-11-12 21-0.0 !5-&.4 22-&-0 I HI..O SClIIle -1;40.5 4lf4 ; 4 8.00 ru II 3lIll= 1o.e.G 1~ PIaIe 0II'8eIB OCY>: 12:0-&-0 D-O-1011'6.0-8-C 04-101 21~ 1G-1l-O , . . LOADING (pat) SPACING 2-0-0 CSI DEFL In (Joe) IIdeft Ud PLATES GRIP TCU 25.0 Pia. Increase 115 TC 0.31 VIK1(U.) -<l.18 6-8 >999 240- MT20 2201195 (Roof SnDW=25.0) Lumber Inaease 115 Be 0.58 Vllrt(1l.) ..{J.50 6-8 >497 180 rcDL 70 Rep Streaa lnc:r YES WB 0.33 Horz(TL) 0.04 8 nIa nil. BCLL 0.0 BeDL 10.0 Code IBC2003lTPl2OO2 (Matr1lc) \IVelghl: r;r Ib LUMBER TOP CHORD 2 X 4 OF No. 1&Btr G BOT CHORD 2 X 4 OF No.1 &Btr G 1NEBS 2 X4 OF Sfd G . BRACING TOP CHORD Strudz.J~ wood sheathing dlredly applied or 4-11.14 oc purilns. BOT CHORD Rigid ceJing dJree1Iy appliecl or 10-0-0 oc brac:Ing LOAD CASE(S) SWldIlrd REACTIONS (!bIaize) 20=97310-0-8. s-973JO..!HI Max Horz2=-9ll(1oad caae 8) MIll!: Upllll2=-202(Ioad cue 7), 8o=-202(load case 8) Max Glav2-1166(1oad _ 2), a..1186(1oad CIIA 3) FORCES (Ib) - MaxlmIlll1 Com~um Tension TOP CHORD 1-2><Q/75. 2-3--15831205,3+>-10651136,4-5=-1085/136, 5-6....,583t206. &-7=0175 BOT CHORD 2-8&-175/1311,8-8=>-9011311 '\NEBS ~71181. ~2, !HI"'-5771181 NOTES 1) Wne!; ASCE 7-98; 100mph, lF25ft; TCDL=4.2psf; BCDL=6.Opsf; Category II. Exp .C, encloled; MWFRS interior zone; ClII1tiIeWr left IlI1d right exposed . ond wrtl~ left. and right exposed; l.urnDer DOL=1 .33 plate grip OOL=1.33 2) TCLL.: ASCE 7-88; Pf=25.D pst (ftat roof snow); Ellp .C; FuRy Exp. . 3) Unbslancecl anow loads halle been considel1!d far this design. 4) This 1rus& has been designed for 2.00 times flst roof load d 26.0 pst on OV'8ItIIIngsllOlH:Oncumilnt W\Ih ather IiIIe loads. 5) This truss '- been designed for. 10.0 pat' boIlcm ~DRIIive load nollCCll1Clll1'elwlth all)' other IlYe load.. 6) This truss requires plate Inspecllon per the Tooth Cooot Uelhod wI1Clthis truals c:hoeen for quality ltIlSull!IllC8lnspection 7) A plate ra1Ing redudion of 20% baa been applied for the ~lIlllumber melJlbln. 8) This truss is designed in ac:tXll'lWlce wlth the 2003 Intemalional BuildIng Code section 2306,111l1d referanced slandard ANSlfTPI1 ( EXPIRATION DATE: 06-30--06 l June 10,2005 ..... W_ - rerIh.r.tpa,.......-. __ ~ OW2mli ~.&IICUIIUI:Dm- ~ '~Im..Hn _-. Oeolgn ""Id fa...... onIy\l\Oilh Mfek comecIcws. Thio deoign 10 based ClllIy upon paru_ shawn, and fa fcran ixlMdual bu1dlng ca_t. ~bIIy of cle5ign _"""","ond _rlKXllpc<Qliotl of""""",nenlls_1lIibity of_Ow cleoigMr- nollrultdeolg/lW.llnoci~....... Is for 1a1",""lsu~ otindMdual.web _only. ~lempcrarybrac:ing to.......liabllllydurlng conoIruc1Ian Islhe~ of the ereclcr. ~ """",,'-"bIoclngot1he """",Isbuclu... il1he_~ oflhebui....g designer. Far_~ance rega<dIng ~":'~~.::.e;b2..=~D~:~~~OtI-.DSl-lI9Gl1d 1Iu1klnG~ 7777GrMnbed<t.ne ._ SulW lQQ CllrUa Holghlll, CA, 851110 Mirek.- I:' I: 1= PRECISION ROOF TRUSSES, CLACKAMAS,OR. 97015 m:== m-j B.100 s Sep 172004 MiT*lndultrtH, lne. FrI..kIn 10 16:50:16 2CD5 Page 1 84-12 84-12 1~ 2-1-4 12-1'..... 2-5-4 21-ll-O &-0-12 Mil &:lIiIl" 1:41.3 3 s.ooIU ~ [~ II B 7 B 4:d II _= _=4Jdl1l ll-0012 ll-0012 ,~ 2-5-4 12-11-4 2-5-4 21..(l.O 84-12 pfatB 0IrlIlIls ex. Yl' 11'0-1G-2.Edael 12'0-1-40-2-ot [.4'0-'1-4 0-2-01 IS'0-1-2.Edael 18:0-6-40-2-01.18:11-4-0 0-2-8ll9:D-a-4 0-2..01 . . . , . . , LOADtlG (pet) SPACING 24-0 CSJ DEPL n (Ioc) IIdeII .Ud PLATES GRP Tell 25.0 (Roof Sn0w=25.0) PIaIes IllCI'NlIe 115 TC 0.74 Vert(LL) -0.16 s-e >998 240 MT20 2201195 lumber InCl'1t8Se 115 BC 0.81 Verl(TL) -0.38 s-e >656 180 TCDl 7.0 Rep so. lna- NO we OQS Hcn(TL) 0.07 5 nIa nfa E5CLl 0.0 BCDl 10.0 Code 1BC2003fT'Pl2OO2 (MIItrix) WeIght 297 Ib LUMBER TOP CHORD 2 X 6 OF No.2 G BOTCHORO 2X 10 OF SS G WEBS 2 X -4 OF Sid G "eapr 3-82 X -4 OF No, 1 &Blr-G BRACING TOP CHORD S1n.Ic:lII~ wood sheething direcIIy applied CI' 3-8-2 oc pullin&. BOT CHORD Rigid cellng dlrecly applied or 1 Q.O-O oc braclng REACTIONS (1bIsIze) 1t08196J0..5-8, 5=811l81O-W Max Hocz1"71(lo1!1d caee 6) Max UpliI't1--1480(load cae 7), 5-1460(load case 8) Max Grav1008325(1oad ClIII8 2), 6>=8325(1oad caae 3) FORCES (Ib) - MaxImum CornpresaionlMllxlmum TenlliOn TOP CHORD 1-2=-125481220-4, 2-3=-Il83llf1793. 3-+0-9839/1793, 4-5=-1254812204 BOT CHORD 1-ec-1SnI11230. 8-8=-1977/11230,7-8=-1915111230, 6-7-1915111230. 5-80:-1915111230 WEBs 2-a--709l-4329, ~153218245, 4-8=-71014329. 2-a--4472f85S, 4-8c-4472/856 NOTES 1) 2-p1y truss. lID be connected fgg.therwllh 0.131"lc3" Nah as follows: Top c:hords connected as !ollon: 2 X 8 - 2 rows at 0-9-0 DC. BotlDm chords c:onnececl.. foIlcw8: 2 X 10 - 2 rows at 0-7..0 oc. Webs oomected as foIlowa: 2 X 4 - 1 lOW at 0-9-0 DC. 2) AIlloeds lIJ'B considered equally app/led'fg .a piles. eJa::ept if nolBd as front (F) or back (8) f-=e In the LOAD CASE(S) section. Ply 10 ply COMedicns have been provided to diatribu1e onry loads notBcl as (F) 0( (9), unless olherwi.., IndicaIed 3) 1Mnd: ASCE 7-B8; 100mph; h=25fl; TCDl"'4.2p1f;. BCOL=B.Opsf; Category It; Exp C; enclosed; MWFRS interior zone; canll1eYllf left IInd right ellpOSed , elId vertic:af left lnl right exposed; Lumber: DOL=1.33 plate grip DOl-t ,33. 4) TCLL: ASCI: 7-88; Pf-25.0 paf (llat roof snow); Exp C; Fully Exp. ' 5) Unbalanced _loads hIMt been considenld forthla deaign. S) 'This lrusshas been deslgned.1br a 10,0 psf botliom chord Ii.". load nolllXlllCUrrent with sny c1hlll" live Icllds, 7) This truss requires plafe in8pectlon per the TOoth Count Method when this trus5 is chosen fQr quality assurance inapBctIon. 8) A pIaIIIl rating mdu.clian of 2D% has been applied far the gI'Mn lumbermembel'8, 9) This truss i. d88lgned In ac:c:ordance with the 2003 IntematiClnaJ Building Code secllon 23D6.111l'1d referenced slandard ANSVTPI 1 10) GIrder c:arrle5 tIe-ln span(&): ~ from O-O-'D to 21-0-0 LOAD CASE(S) Siandard EXPIRES: 01~ Contin~ on page 2 A lFARlIll'lilJ-.............--. _:u&DJIII02a...nmr AlUJJlICUIDIl:D.IIIDI[_~.NGI:_"'f'3 _ D8B. Oeoign ""'" far USlIO onlyWlllIolfl"" """nedas. This deoign .. baoed onlv upon paIOmet= >hawn. and.. fQr on indM;IuaI buldlng ~ App1lcobllly pi design~'" and pieper _,.....,Iico, of~ 10 NIpDI1SIbIiIy of builcllng design.... not has d<tsI'g......lnx:ing mown lob lateral suppCl't 01 indMdual_ nwmbeD' o~. Ad""""! temporei!)' b<x:Ing lo _skrbIIIydurf~ o:onslrvcIion II !he responoiJifIyof 1M erecIct _ pwmanent bracO'lg of 1he OYWCII oIruclufe II .... respamlblIty oIlh. b..Wrng cIooofgnet. Far g_1 guidance MgQIding IabrioatIon. quglly c:onIoaI. slarage, dtoIwry. tnefion and ~ """""~ AHSl/lPIl Quallly 0lIwfG. 115_ ...d ICSll IIIIIdInsI Compconelll SvIofy 1IrfoImcrtf.... _ iRIm T.- Plate ~ ~ D'Ono&io Drive. MadIoon. WI 5371 t. T177_lAno .. _101 CIWuI HqhIa, ~ lISl MiTek- Job Truss Truss Type Qty Ply GlC HOMES TMOT - R1886 GLC6 C4 COMMON 2 Job RefswJce 0 . 8.100. Sep 172004 MTek IndusllillS, Ine. Frf JlIIl10 15:50:16 2005 Page 2 PRECISION ROOF TRUSSES, CLACKAMAS,OR. 97015 LOAD CASEIS) Standard 1) Snow: Lumber 1ncrease=1 15. PIa1e 1ncrease=1 15 Uniform Loads (pIt) Vert 1-S=-734(F=-714), 1-~. 3-5=-64 ..... WARll1l9G. vll7i/ll""'"~ _ RE.lD NOD:8 ON nus AND.IlI'CU7.D.ED lllmlZ' RD'Jl:REl9\2PAGB _74'/':1 ~ mm. Detlgn \IOid fer we only wtth Mrel: connectors. Thls design is bosed only upon po~ shown. ancl is for an incIMdual buIcf<ng component. Appicablily of design PQI'CI'nenlen onclproper incorporalfon of c""",,nenlls re.panslbity of buiIcllng cle>igner- not truss desG-. lln:1c1ng Jhown is 10< lateral support allnclMc:lual_b membeR only. Ackfdionallempcrary b<ocing to insure.sIablllly d<.ring conotruc:lion is the respomlbilily cif the erec:Iof'. AddlliOnal permanent brocing of the oveoaU s1ruciur" is !he,responslblily of !he building designer. fa' general guidonce ~ tot:ric:allon. quafily con1rol. dorcge. de/"lWJIY. orection and bracing. CONutf ANSl/!l'l1 Qvallly Crilerla.IIS8-89 oncl BCSl1 BuIldIng c..mpon.m $afety 1n1o"""'1on avaibble from TrlJJS Plate Inrtitvt... 583 D'Onofrio Drlve. Mod'oson. WI 53719. ' 7777 GroenbEk'Lone .__ Sulla 1011 CilNo H.i~. CA, 95610 I Mirek- I~ 1'"- 1-- GLC8 01 COMMON PRECISION ROOF TRUSSES, CLACKAMAS,OR. 87015 LIJ~HaES: . m..., Job rw.r.nce nodi 6.100 s SlIp 17 2004 MiTIIk 11lIIuft1ll&. Inc. Fr1 Jun. 10 08:18:03 2005 Page 1 -14-0 1-6-0 ~ 8-O-D 1Il-O-O Il-O-O -4104= s ) I :bl3 II 2lcS II :wll 2lcS1I 2lc3 II 2lc311 ftI.O.O 1&-G-O 17.&-0 1-e-O ScIIe ~ 1:31 7 :w II pt.. 0l\'SeIS IX. Yl" 12:0-1-120-1-81 f10:O-1-120-1-8l . . . LOADING (pst) SPACING 2..o-ll cst DEFL In (Joe), I1cIell lid PLATES GRIP TeLL 26.0 Pla:bnlncra- 115 TC 0-22 Vert(ll.} ~.Q2 11 n/r 120 MT20 2201185 (Roof SnaW""25.0) Lumber I~ 115 Be 0.10 Ver(T1..)" ~.03 11 nlr 90 TCDL 70 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 10 ",. ",. BCLl DO. BCDL 10,0 Code IBC20a3ITPl2002 (MIdrlx) Weight 711b A UJIIIBER TOP CHORD 2 X 4 OF No. 1&Btr G BOTCHORD 2X4 OF No. 1&Btr G OTHERS 2. X 4 OF S1d G BRACING TOP CHORD struoIullll wtlOd lIheathlng liinIclIy.pp11ed or e-o-o oc purlinc, BOT CHORD RigId ceiling chcIIy apprled or 10.0-0 oc brac:lng. REACTIONS (lbIstze) 2-215/1644. 1O=21Sf1s.o-o. 15=154116-4-0, 16=166116-0-0, 17=177/16-0-(1,1800133116-4-0,14=186,11644, 13=1n/16-D-O.12=133/18-0-0 Max HDlZ2--125(1oad case 8) Max Upfitl2-132(1oad c:ase 7), 1D-158(1oac1 caM 8). 16'"-83(load C88117), 17=-104(1oad CIIS8 7), 11l=-3ll(1oad (;lIN 7), 14--81{1ol1d cue 8). 13=-105(1Q!Id case 8). 12--29(1oad caae 8) MIX Grav2=314(1aac1 CIlS8 2). 10-314(1oad _ 3). 15o=154(load case 1), 18=241(\o1ld case 2). 17=24a(load case 2), 1B-179{1olld case 2). 14-241(1oad case 3), 1s-248(1oad caae 3). 12o'179(1011d case 3) FORCES (Ib) - Maxmum Compl1Ml$ionlMcclmwn Tension TOP CHORD 1-2=0173.2-3=-84158. 3-4-58188, ~58f121. 6-6=-61/149,6-7=-61/139, 7-S--S8l83, 8-ll=-5S134, lI-10~. 10-11=0/7 BOT CHORD 2-1lFO/112, 17-1S=0I112.16-17..Q(112., 15-16=01112., 14-15=0/112., 13-14=01112, 12-13mOf112. 10-12=0/112 WEBS 6-16=-11310,5-16=-2031108. 4-17....20Of120, 3-18&.168/llS, 7-14=-203/107, 8-13--200/121, 9-12.=-168/84 NOlES 1) 'MncI: ASCE 7-98, 100mph, hc25ft; TCDL:004.2p1t; BCDL=6 ,QpIIf; Category II; EJql C, encIoeed; MWFRS 9'lbIe end zone; c.nlllew:r 111ft [ WId right exposed , end vertil;:&11tIft and right exposed; Lumber DOL-1.33 pill. grip 001..=1.33. 2) TIUIl8 designed 10rwtnd loads In the pin of the was only For s1uds exposed lD wind (normallD the fece), _ Mirek "Stand.rd Gable End Detar . 3) TelL: .-.sCE 7-98. Pf=25.0 P!'f (1IIlt roof ->; Exp C. Fully Exp, 4) Unbalanced C/low loads haw bMn considered for this dwign. 5} TIlls 1rulIs hiS been designed tor 2.00 tirJ*lllat rod load Of 25.0 psf on OIIBfhangs IlCIn-oanc\Irrent wtth other live IoIlds. 6) This lrusl hiS beeI'l designed tor. 10.0 pst bCJtIDm chord IlIIe load IlDIICOl1CUI11lnt wilh any other IJWlIoad&. 7) ThiS lnlA requris pl. lnilpiietlon per the Tooth Count Method when 11118 tnlsa is chosen for' qIIIlIIty assunmce inSpe<:lion 8} Gable requlrea conlInucua botll:lm chord bearing. 9) GIlbIe sluds spaced at 240 oc. 10) A pIIlle l'lItlng reductiDn d 20% hu been applied for the green lumber members. 11) ThIs lrusa ill designed in aCcordance wtth the 2003 lntemationel BUilding Code secllon 2306.1 and n*renced standlUd ANSJlTPI1 LOAD CASE(S) Standard [ EXPIRATION DA1E: 06-3D-06 ] June 10,2005 .A _- ~ ........__....~ __JIO!ZS QlfftDB..urDllIa.IlDD lIIZDlr ~PA(II:_,...n.llDOU mac. Ceo;;n >IQIcJ Iar use only wIIh MT_ c:onnec:iaI, lhls cleo\;ln 10 booed only upon paoarnelero"""""," and 10 far an indMdual buIdlng ~I. AppIicobllly gf delign paoarnent<<J and pcper..co......wL" of ~nl is ~ of b~ designer- not_ deoigner. Broc:Ing ""'- II lor ",*",llu~ otlndMdual....b""""t>er> "",,. _lempaay bradng 10 r_sIabIIly during ~'.lhe~ gf It1e erecIar. Ad<ItIcncoI permanent bradng of Ihe....... _ iI the IeIpDnIlbiIty of 1he bulking deoIg_. Fer ger)8I'OI guIcI<>nclI ~ loaicaftan. quqlly c:onlral. slaIoge. -,.. eowoclIan and brodnQ. conIUIt ANSl/IPI1 QualfIy CIlI...... OSIl-89 ...d IIdIl IuVdl.. CampOlI"", SaWy """"""'- avaIabIe /rom TMlI'Ic>le fnstIIule. SI3 D'Onotic Clive. MadIIan. WI 537". 7777Or..--klane .. _,ot CIWo HoigIllI, CA, _10 MiTek- r' 1'- r-TP GLe6 02' COMMON PRECISION ROOF TRUSSES, ClACKAMAS,OR. 97015 Lr:;r~ TV>T . R'~ 2 Job Ref8rem:e fOSlllonell 11.100 s Sep 17 2D04 Wet IndUSllles, Inc. Frt Jun 1008:18:04 2DlI5 Page 1 .0-0 8-000 1lHHl lHHl 5illII1l Sc:8l8 -1;28.8 2 ~ 6.00 f12 g 4x10 * 4 3ldl~ 4x10 ~ 6-&-13 6-&-13 10.3--3 4-&S 1&Ooll 6-8-13 PIalIe Olfseta ex. Yl: 11.:0-3-10 D-2"(]113:D-3-1 0 D-2~ ~~o.&.7 .D-D-Bl 5:0+1 0-1-0 LOADING (pm) SPACING 2-CJ-G CSI DEFL In (lac) lIdeft LId PLATeS GRIP TCLL 250 PIa'" Increase 115 TC 0.86 Verl(LL) ~.11 4-5 >999 240 MT20 22OJ1115 (Roof Sn0w=25 .0) I.IImber Increue 115 Be O.T! Ve11(Tl) -0.26 4-5 >716 180 TCDL 70 Rep Stress II!~ NO WB 0.33 Hotz(Tt) 0.05 3 nJa nla BCLl 00 BCDL 10.0 Code IBC2D031TPI2002 (Matrbc) WeIght 1651b LUMBER TOP CHORD 2 X>4 OF No.1 &B1r G BOT CHORD 2 X 8 OF SS G . WEBS 2 X" OF Na.1&B1r G BRACING TOP CHORD StJucturaI wogd sheathing dlredly appf'18d or ~13 oc plll1il'lll. BOT CHORD Rigid ClIiing dil*:1ly applied or 1 G-O-O oc bnlcIng. REACTIONS (lblsl2s) 1..s201IO-5-8,3=6201.1D-S-8 M.x HCIIZ 1-s5(1oad ca.. 15) MIllC Uplllt1"'-110400lld ca_7). 3&-1104(1oac1 caae 8) MIllC Grav1=6298(1oad case 2), 300B298(1oad ClllI8 3) FORCES (Ib) - Maxtmum ~iclnIMalcIJmn TensJon TOP CHORD 1-2I=-9733116a8,2-3=-973311698 8O.T CHORD 1-5>o-1'18a18574, 4-6&-106716060, 3-4-1-48118574 WEBS 2-5"-808/04830, 2-4=-80914830 NOlES 1) 2-pIy trusls to be con'nllClMl together wIlh 0.131"x3" NaJa as fallows: Top chords coMeC:lllld .. foIaws: 2 X 4 - 1 rOM at o-a-o oc. BolIom ctIords connec:llld as foIlaws: 2 X II - 2 lOWS at D-7~ oc. Webs connected .. fDIow8: 2 X" - 1 /'DW at D-9-O 00. J 2) All loads are consldllRld equally appli-.:llD .u plies, except if nat8d as front (F) or blIcIc (Iij r- In the LOAD CASE(S) section. Ply to pi ccnnecllons haw beeil pIOVided to distribWl onl)' Ioeds noted as (F) or (8). unIeas otherwise indicated. 3) Wind: ASCE 7-9B; 11lll"1lh; h=25ft; TCDL=4.2pst; BCDLwG.Opst, Category II; Exp C; enclosed; M\I\IFRS Interior ~e; canUllMll" left and right expoeed ; end verticalleIl and fight eJCP*ld; Lumber DOLo:1.33 pI.. grip DOL=1.33. 4) TCLL: ASCE 7-88; Pf=25.0 pst (flat RXlf SI\ClW); Exp,C; Fully Exp. 5) Unbldanc:ed snow lcals haw been considered for 1IIi. design. 6) Thla lIUas has been designed Jar. 10,0 Ps; bottom chord live load nonconcurrent with any Clther live loads. 7) This tniaS reqiJliilS pllilillllllipeclion per the Tooth Count Method when thil truss Is choSen for qualib' ....urance Inspection B) A plsta raj!nll reduclion of 2O'l(, haa been IlPplled for the green lumbw Illllmbers. . E1) Thl. trus. i. de8ignlld In acconumce with the 2003 lnllHnrionlll'BuBdlng Code sec:tion 2306.1 and F8farenced slandlll'll ANSVTPI1 10) Girder csnil!S lie-in Sl*1(.): 36-G-O fnlm O-O-ll fD 16-0-0 ~ CASEls) Standard Continued on page 2 ( EXP1RATIDN DAlE; 06-30-06 ] June 10,2005 A - -...........~ - JtUDJI'02Z8 D1r_.MD~.IIIDZ~"__"."DJQIlII_ Design V<>id let... on~v.Ih MT_connectClD.1hIi'design is booed onil' upon ~"'ohawn, 'and Is uan incf"MdI.cI buI<kog eomponenl. Applcabi1ily 01 deoIgn paI'CI......... c;ond.properbcapo.",liu.. ofCOlnpananlll....ponollll!y 01 blAIdIng deolgntr- not _ deoigrw'.llracIng Ih..... Isler _I-..ppoot ofhdMduol-o members only. AcId_llemporcl!ybraclng 10 i........ dabIiIy d.mg conotrucfion II the ~1Iy oI1he _. AddlflDn<ll ~ boocinQ 0/ fhe 0-..11 rtucIute io... flOJpoI1OlbIityof!he buik:tI>g deIlgner. f<lr ll8fl_l guidonao "",,,,/ding Iotricafion. quollly c:ontroI. sIorag.. iIeIwory. .-:11011 ar>d brodng, consut ANSI/II'tl Qu....,. CdWlcI, _ and ICSll ....dIng CotnpoMni ~ lnhmnalloa avoioble fn:lm Trurr f'IotelnofiMe. 5113 0'0n0IrlD IlrNe. Modioon. WI53719. . 7T17_nMdclM>e .. _,Ot ClhI HeIgI\tI, CA, 9ll51D MiTek- Job Truss TIU8$ Type Qly Ply GLC HOMES TMOT . Rl6847 Gle6 02 COMMON 2 Job Reference D 6.100 I; Sep 172004 lriTek Indunie6,Inc. FJt Jun 1008:18:05 2005 Pa9" 2 PRECISION ROOF TRUSSES, CLACKAMAS, OR. 97015 lOAD eASElS) Standall! 1) Sna.N: Lumber In~1 15, Plate Increase=1 15 Uniform Loads (Plf) Vert 1-3=-734(F=-714). 1~2---64. 2-3=-64 A WAltl'aHG. vet0' cfu/pn~ GIUlIlEl.D NarES ON noS AND ~ JII'JZIr JU:lIZIl'.EIVCi PAGE Jm,"oCf'3 BUORB IlSE. Oe>lgn vefd fer 11$" only with MTek conneclon. This design is based only upon parameters shown. OPd is lor an lndIvk:Iual building c:ampanenf. AppIeabllly of ~n paramM!en and ptOpel" inc:orparor"", of compatl..ntlo ....panslblIlIy of builcf"'ll designer - 001_ designer. llracIng shown is fer lateral suppori allndMc:fual web members only. Acldllianallemparary bl:ac:ing 10 insure .tabi1ily duting canslruc:1fan Is the respansi>iWy 01 the ewectar. Addlfional permanent braclnll. of the """",II s1ruc1vre is the respanslbllly of lne bullcflng designer. Far genetOl guidance ~lng labrica1ion. quaity controL sl<;>ro9"- delv8ry. etecIion and btaclng. consun ANSl/TPn Quallly c:rn.rta. DSlI-89 and BCSn BuJeIlo; Camponent Salely Inform""an avaiiable from Truss Plale 1nstiMe. 583 O'Onoh1a DIM. MadfJon. WI 53719 . T1T1Gnlen_lane .1_ Sule 109 clirus He/ghls, CA, 95810 ,. MiTek- Job Trv. TIUlIS ype ~ Ply C3L HOMES TKlT - Rl884 GLee El COMMON Job RefemIce 0 6.100 s Sep 172004 Mirek Industries,lne. Fit Jun 1008:18:06 2005 Page 1 PRECISION ROOF TRUSSES, ClACKAMAS,OR. 97015 -'1-3-0 1-&ll H-O H-O 11..0.0 IHH) 4*:= .. 1C&l1 1-11-0 Scallt ~ 1:22.8 1 11.0.4 11-0.0 I~ PIBte 0Il'lIetIl1X. Y): 12:0-1-12.0-1-81 IS'0-1-12 0-1-81 . , LOADING (pst) SPACING 2-0-0 CSI DEFL In (loc) lIdell L.Id PLATES GRP TeLL 25.0 PIlI1ies Increase 115 TC 0.22 Vert(l.L) -0.03 7 nIT 120 MT20 2201195 (Roaf Snow=2S.0) lumber Ina'MH 115 BC 0.09 Ver(71..) -0.03 7 nIT 90 TCDl 7.0 Rllp Stress Incr YES WB 0.08 Hotz(tL) 0.00 6 nf. nfll BeLL 0.0 BCDl 10.0 Code ~003ITP12002 (MaIriIc) WIlighl: 44 III LUMBER TOP CHORD 2 X 4 OF No.1&Btr G aOTCHORD 2Xo4 OF No.1&a1rG OTHERS 2 X 4 OF Sid G BRACING TOP CHORD BOT CHORD ~woCld BilIIathlng cfll'edly appIilld <<6-0-0 oc purllns. RIgid ceIIln9 direcIIyappl"llId or 10-C-0 oc~. REACTIONS (Ib(alze) 2=247/11-0-0, 8&:247/11-0-0, 9=9411 ~.().(l, 1 Oc:284111-ll-O, 8=264111"()'() MIIX Hcr.z2=-IlS(Iaad _' 8) - MlUCUpIlII2=-155(108d case 7}, 6=-174(1oad c:aae 8), 1D--107{1oad case 7), 1l=-106(10ad cue 8) Max Gnrv2--358{1oad Cllse 2), 6=358{1011d case 3).llm94(Iaad case 1). 10=366(1oad case 2). 8=365(1oad case 3) FORCES (Ib) - Mllxlmum CompresslonfMulmum TeIWlon TOP CHORD 1-2=DI73, 2-3=-88/67, ~OS, +5-68/100,5-6=-88167,5-7=0173 BOT CHORD 2-10=Qf88, 9-10=018S, e-e-o/8S, &-lla()J88 WEBS 4-9=-75/0.3-10=-297/154,5-$--297/153 NOTES 1) IMnet ASCE 7-1111, l00~h; h=25ft; TCDL-=4.2psf; BCDloo6.0psf; Call!lgory U; Exp C; ltIlCIosect, MWFRS gBle end xons; cantlle\q' Illft and right elCpOMd , end 'oIerllcal Jell lInd'right ltXpOlIIed; lumber DOL=1.33 pia18 grlp DOL:1 .33. 2) Truss designed fer wind. loads In the plane of the truss only F<< studa eJCPC*ICI to wind (nonnallD 1he '-I, see MlTek "Standard Gatt End Oetaa" . l 3) TelL: ASCI: 7-98, Pf=25.0 pst (Iall'Oof snow); Exp C, Fully Exp. 4) Unbalanced _loads have b~ consIdeted for this dftIgn. 5) ThIa 11\1.. hils been designee! for 2.00 times ftat roofload of 25.0 pst on DVlIri1angs non-cancurrentwllh other live loads. 6) Th.truas 1mB been dNillnlld for a 10.0 pst botIom Chord live load nc:mmncummtwilllllny oIher Bile loads. 7) ThIs 1rvP l'Bqulres plallll inspection per the Tooth Count MethOd when ftis truss is cho&en for quality assurance Inspec:tIon 8) Gable requn. continuous botlom chord bearing. 9) Gable studs IlpllCed at 2"()'() oc. 10) A"plata rating"reduclion of 2Q% hiS been appIIecI for the green lumber 1I1lIl1lbers. 11) This tJUss is designed In accordanc:e with 1he 2003lntemalionlll Buiding Code secIIon 2306.1 and rel'erenced standard ANSIITP\ 1 LOAD CASE(S) S1andard [ EXPIRATION DATE; 06-30-06 ] June 10,2005 ... lI!IIltIIZIIG."."........,...-.. _-.0 llI02S:B ClIr2:IIJ1UIrD~.-mr&' ~ r_ .IIII".1'4f'lI_ V8& 0eI9n YdIid fer.... only.... 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"'CD m Q.~ :< 2"a' -< 1::' ~ rn~. o I ~ o -a o :I:,." o ;;g o V> "'= to) f':l =-z OeD 0< "'~ 3CD ox -0 (1)et i3'CD lho. - O:T :::I CD 5'g. a", o.ce ~:J c- og C>>Q, ,<:J ~(Q a~ ~~ -0 2;:1 :::0. S!:J CD < !!l c. 3" III i;! 5" a I 5' - :!: :J ! C1I ll) ::> 3' '" :" c"'" 09. 32" 0'" <<0 CD. CD 0' 0.... "'0 -v= $9 i:... on ::20 ac S'ii: c:o -<0 c '" CD .." o "D CD ~ o.~ 15',0. <gg; ::10 Q.5 g= >;<0' ~~ n< -~ ~g Dr- 0;:1 ~~ ~Q CD~ .0'" c~ !~ . 3 ::~ nlQ 07' o ~ :- ~ (JI z c 3 0'" CD ... - ::J CO en '< en .... CD 3 ~ en tD ::s (D ... C en C .... tD -< Z o .... tD en d,()II'~_ ${i~ De """ r ..;iO'" CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ~21 EAST 5TH STREET. PORT ANGELES. WA 98~62 pp lcatlon Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Tenant nbr, name Application type description Subdivision Name Property Use Property zoning . . Application valuation 05 00000463 Date 947691 910 MADELINE ST T6-30-00-1-0-4600-0019- LOT 19 RES NEW SFR 7/26/05 '~ 1-,. RS9 RESDNTL SINGLE FAMILY 152550 ~ ",.,. "I", . Owner Contractor ------------------------ . BFV LLC 711 E FRONT ST PORT ANGELES (360) 452-8924 Other struct info OWNER WA 98362 TOTAL % LOT COVERAGE NUMBER OF STORIES LOT Sl.ZE TOTAL LOT COVERAGE NUMBER OF UNITS 26.50 1. 00 9600.00 2546.00 1. 00 Permit . . . . . Additional desc . ,permi t pin number Permit Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL BEST ELEC./2500 SQ FT NEW RES. 55848 143.20 7/26/05 1/22/06 Plan Check Fee valuation .00 o -0 -- (:) ---------------------------------------------------------------------------- Qty 1. 00 3.00 Unit Charge Per 73.0000 ECH 23.4000 5C EL-R-SQFT FIRST 1300 EL-R-SQFT ADDITIONAL 500 Extension 73.00 70.20 ~ ~ ~ c: t ~ ---------------------------------------------------------------------------- Special Notes and Comments Building address sign shall not be less than 6" & not more than 12" in height. Numbers colors must contrast with wall color they are mounted on. (Ord. 14.36.050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain location. No pressurized or pumping to curbs are allowed. An inspection by Building Department is required prior to backfill. New subdivision shall be equipped with a residential sprinkler system that is installed and maintained in accordance with Uniform Fire Code(UFC) and National Fire Protection Association (NFPA) standards. 06/28/2005 10:21 AM SROBERDS -- Proposal will result in 27% lot coverage in the RS-9 zone. No land use issues are noted. Electrical load calculations and elctrical permits are required. Connection fee $222.00 - under 2004 policy 0~/15/2005 08:28 AM GMCLAIN ---------------------------- Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. Construct driveway and Sidewalks to City Standards. No concrete witn exposed aggregate allowed in the City road right of way. An inspection by Public Works Engineering is required prior to prouring concrete. tJI 4 COMMENTS/ACTION NEEDED ELECTRICAL PERMIT INSPEQ'.ION RECORD CALL 4) 7-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER. INSULA TE OR CONCEAL ANY WORK BEFORE 11' IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE COMMENTS NO z. . ).. . 0'-' .~. GENERAL COMMENTS: PW-IIO:l.U (41'96) ~ ~ ~ORr ~ t.J.O~~~ ~ 1!::c -- ~~ CITY OF PORT ANGELES DEP ARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes . null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of con~truction. U~f /I, /~~ ' Signature of Contractor or Autho.. ed Agent Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Tenant nbr, name Application type description Subdivision Name Property Use . . . . Property zoning . . . Application valuation 05-00001122 Date 11/16/05 061362 910 MADELINE ST 06-30-01-7-6-0190-0000- VINCENT BETTGER FIRE SPRINKLER SYSTEM RS9 RESDNTL SINGLE FAMILY 2550 Owner Contractor G L C HOMES INC. 1975 SW 1ST AVE STE H PORTLAND OR 97201 OWNER Construction Type occupancy Type Roof Type . . . . . . Structure Information 000 000 TYPE V NON-RATED SINGLE FAM & CONGREGATES COMPOSITION ---------------------------------------------------------------------------- Permit FIRE SPRINKLER RESID Additional desc FIRE SPRINKLER SYSTEM Permit pin number 65490 Permit Fee .00 Plan Check Fee .00 Issue Date 11/16/05 valuation 0 Expiration Date 5/15/06 ---------------------------------------------------------------------------- special Notes and Comments Call for cover inspection for all sprinkler installations. A full acceptance test will be required for all fire alarm systems. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 Fe, i/ 1/ 6/C"J / Dan; Signature of Owner (if owner is builder) T:\Policies\1102_15 building permit inspection record05.wpd [1/4/2005] lJ~ ~ ~ )~ ~ &~ ~~ ~'~ ~ ~ . ~ ~. ~ \ \ Date BillLDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS I YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE / DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE FINAL DATE ACCEPTED BY: BACK FLOW 1 WATER AIR SEAL WALLS CEILING I FRAMING JOISTS 1 GIRDERS SHEAR W ALLIHOLD DOWNS WALLS 1 ROOF 1 CEILING DR YW ALL (INTERlOR BRACED PANEL ONLY) T-BAR INSULATION .a.. .....,,~~ SLAB ~: - ~'" WALL 1 FLOOR/C~ING'-. I I d MECHANICAL ~., HEAT PUMP 1 FURNACE 1 DUCTS GAS LINE WOOD STOVE / PELLET 1 CHIMNEY FINAL DATE ACCEPTED BY: COMMERCIAL HOOD 1 DUCTS MANUFACTURED HOMES FOOTING / SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT #'s SEPA: PARKlNG/LIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/uSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRlCAL - LIGHT DEPT. 417-4735 ELECTRlCAL LIGHT DEPT CONSTRUCTION R. W. 1 PW 1 CONSTRUCTION - R. W. ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\Policies\1102_15 building permit inspection record05.wpd [1/4/20051 BUILDING PERMIT - APPLICATION Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review. If you have an)' qnestions, call PERMITS (360) 417-4815 FAX(360)417-4711 Date Approved: / Date Issued: 11/1['/( (,/ J I APphcantorAgentY;V\.t'!/1A-+ B.eH-.;j~ Phone: 0bL> - viS 2-7.583 Owner: G L-L 14-0 V"Y'-~S Phone: Address: J 2.. / T 0...J 10...... Cc4- aM S -e't.V\.i ~ Zip: q 9 s & 2. Architect/Engineer: Phone: Contractor 1^'/ltoV.4--r~ LJ f:-IRJ:. State License #:/IVNO \J~soLl'ix~elJ~./{), Address: 8/ JJ/~ #Oa..U~ '---. City:~ll_d- /)~S..p/i.IL>J PROJECT ADDRESS: q J 0 ' M 0.. d It/ j V\. e--- Phone: 4' S 2 -7 S83 Zip: C1 &- CJ re 2.. ZONING: LEGAl DESCRIPTION: Lot: BlocIc CLALLAM COUNTY PARCEL NUMBER: Subdivision: " Credit Card Holder Name: Billing Address: Credit Card Type VISA TYPE OF WORK: o Residential 0 New Constr. 0 Re-roof o Multi-family 0 Addition 0 Move o Commercial 0 Remodel 0 Demolition o Repair 0 Sign BRIEF DESCRIPTION OF THE PROJECT: S J S 1-.lL VV"\. COMMERCIALIRESIDENTIAL: Occupancy Group: No. of Stories: _ Lot Size: Existing Sq. Ft. Total lot coverage % City: MC # Exp. Date: o Stove o Garage o Deck o Other IV1-.~ +0..1/ SIZENALUATION: SF. @ $ /SF. = $ SF. @ $ /SF. = $ SF.@$ /SF.=$ TOTAL VALUATION" $ 2.. S SO. a 0 ;=. , . II"" "- S P VI- ,--Ie I-rw-- Occupant Load: & Proposed Sq. Ft. Construction Type: = TOTAL Sq. Ft. ESAlWetland(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 valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at.417-4815 for assistance. PLAN CHECK FEE: IF a plan check fee is due it musfb-esubmitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: If no permit is issued 'within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section Rl 05.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. I hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to de!1rm}ne what permits are required ,not the City's, and that I must obtain such permits prior to work. T:\PoJicies\BL-l102_13.wpd Applicant: U~;J- j) ,.J3 +ate: II/ yo...s- o 'S - 33> PORT ANGELES FIRE DEPARTMENT 102 East Fifth Street, Port Angeles, Washington 98362 (360) 417-4650 FAX (360) 417-4659 Fire Sprinkler System Plan Review Project Name: Private residence Address: 910 Madeline Installer: Innovated Fire Protection Installer Telephone: 452-7583 Type of System: Open 130 13RO 13D~ Date: 11.15.2005 P AFD Permit #: 05-33 We have checked this plan and find that it conforms to the requirements of the code. '?~V <l.c.-a.i) ~ ~ -ro I. L...6\ Additional Comments: All systems, including underground mains, shall be installed by a state licensed and certified company. Systems shall be installed per the applicable NFP A Standard. All electrical components shall be compatible with the fire alarm system. All underground piping must be inspected and hydrostatically tested by the Port Angeles Fire Department PRIOR to being covered. A witnessed flush of the underground piping is required. A design sprinkler flow test and alarm test are required for all13D systems. Before final acceptance of the system, an inspection will be conducted to ensure that the installation complies with the applicable NFPA Standard. This 13D system will require a measured flow test. Contractor Re~eWedbY:~~~ Date: l \. \tS . OS- o ((11 o Building Department Fire Department Fire Sprinkler System Plan Innovated Fire Sprinkler Systems 81 New Haven Lane Port Angeles, WA., 98362 (360) 452-7583 November 9, 2005 For: GLC Homes Location: 910 Madeline Port Angeles, WA., 98363 Contractor: GLC Homes 121 Taylor Cut OffRd Sequim, WA 98382 fr,,'." ~"'" _t> , ,. ,,1 '. , ,: . ...-> .. ' 'r \ P' 13 D HYDRAULIC CALCULATIONS L.of'-.s 1111 "I, J.7 . ~ G:L,e-.'.,,\4'6~t Worksheet For 1" CPVC Pipe : I()! f'..l/'ti I " " Two heads require 26 gpm flow at designed pressure. . One head requires 18 gpm flow at designed pressure. 12. 13. 14. 15. ,c [+ 5 gpm domestic use 1 . 2. 3. 4. 5. , Pipe size = 11 n I CPVC (friction loss .1067). Water pressure at street (2) = I/O psi. Meter friction loss (3) = q psi (see Table 4-4.3d NFPA 13D (2) / 10 minus (3) 9 . (4) = 10 / psi remainin~ Loss from street main to control valve = ~ S8 feet X I .-1-06/ I = G,' 'l,cj feet (see friction loss chart). (4) '/0 I minus (5) ~ 1 J '1 = (6) . q 4, 81 Elevatio'n loss (building & street) - J (j feet X .434 = (6) q'tf, 8 I minus (7) 4'1 3 if - 96- I..( 7 Total length of pipe from control valve to the farthest sprinkler = X I .10671 = ~ ~ 9 Lf psi. , (8) C](J. '-'/7 minus (9) r;~ 7'-1 - 8 ''3, S;J psi remaining Equivalent length for valves and fittings (meter to farthest sprinkler head): Type Number Equivalent 1 " T run Cf X ITI = 1" T Branch 2. X [I] = 1" 90 Elbo.w :s X CD = 1" Coupling I X m = 1" 45 Elbow 0 X ITI = 1" Gate Valve I X m.= (11) Total Feet ~a 6. 7. 8. 9. psi remaining. 4 .31./ psi. psi remaining ro 5 fee 10. 11 . ~ I() 2..1 1 o J f f ~ tee~~~+' d~(lJ3~ .2/",,",. cle;!.-< ~- ;" -. ~ Loss in fittings (11 )42. feet X 1.1067 I _ LI. Y 8 psi. (10) 8::t.. .s:r minus (12) LJ, '1~ - 7 9. 0 S psi remaining. PSI remaining (13) 7 ~,OSminus :s, '-I (loss in riser) parts = ") ~. c;..s. (14) 75"'1 bS'" is more than the minimum design psi required for 2 or 1 sprinkler heads operating. Riser Parts Potter flow switch 2.4 psi Soft seat valve 1.0 psi Needed Information: Type of sprinkler head G PM & pressure 1 st head I b GPM & pressure 2nd head 2l.. 3/4" water mete~ eye or no) , FP-9C Revised 5/29/91 ;~._'>T - . -;;s:-;-~~.. - \0/ :. " > '.' , ,.. . .. t '. _ _ _. . ~ . -_ - - -.- . '.S?R-l'N.K:L.:E.R.'. .MAN\~OLD '. . ~ ~ p vc. .~____ n?:._ ..To____.H_.EADS -. y~ ~~r ~.e__ .__u_ J h. _ __ _Q-gJ'-~!5:- - -. - , -_.-- --- .-- .--- ---------------- .-.--..---------- .-- ---- ------------ ---- _.- _.- - .- .e. e.: - __~- h_.__._ ." -.... o R..A.I N_ R T.l::-S-r __VAL V -- .u__. -. - - - . .(PLVIY\B.E 0 TO. OVT Sl DE) ~~K :. . \it. __uf:.LOW__;)Y/LICJi- _._ _" . . - CQ__E~_ ' -- VJ=._____ _ _ N 1.0_1\1._ _ _ __. , 0 1_0_ __n__. _ . \ - - -. - --- :_ - - ..' u_____________ - .n__ .__....._ ___________ _______ __ . . 1l ~ I - ..;' - _ _ _._ _ _ _ ___ __. . " --- -d-C~--" _ 't--" ,::---. -.c' l-;:C:=/C. _____ _._..__ __._ - - - - - u_ _._ D ~ Ii L k _ .__ J -_ .... ... ,,; ~._-,~... ~ t-' _------h. .-, - ,', -- ..,.--- --.. - 1-- t "'-__1-C).- - I- 0 t (A?-, _' ___.__ h_ - - -, --- ~-..--- --------- --. -~- --#ti_.~_JJC.Vjt.- _ . ._...__ _ __ u. . ..- _._____ 1" J:i p \. P €. , - + - - ----- _.. ----..--.--".------ ------------ -.. .-...-. =-SlG:N~D ...BY.: .____;.. ...__.. ....: .,.... ...__..__n ._ ., - - . -. _ _ _. .. . ____. . .. __ ..' f ~OJY'\ - Nf\lO\!ATED F\ RE."S'_?Ril\\KL-ERS'- _ ._..un.. ..METS'K' " . t ~. . 3 .j . tl/~D / Fire & Building / Products Direct Sales (Central): Tel: (BOO) 52~121 Fax: (215) 362-5385 Distribution Sales (GemlStar): Tel: (BOO) 558-52361 Fax: (BOO) 8n-1295 Technical Services: Tel: (800) 381-93121 Fax: (800) 791-5500 Series LFII Residential Concealed Pendent Sprinlclers~ Flat Plate 4.2 K-factor General Description The Series LFII (TY2596) Residential Concealed Pendent Sprinklers are decorative, fast response, fusible sol- der sprinklers designed for use in resi- dential occupancies such as homes, apartments, dormitories, and hotels. The cover plate assembly conceals the sprinkler operating components above the ceiling. The flat profile of the cover plate provides the optimum aestheti- cally appealing sprinkler design. In ad- dition, the concealed design of the Se- ries LFII (TY2596) provides 1/4 inch (6,4 mm) vertical adjustment. This ad- justment reduces the accuracy to which the fixed pipe drops to the sprin- klers must be cut to help assure a perfect fit installation. The Series LFII are to be used in wet pipe residential sprinkler systems for one- and two-family dwellings and mo- bile: hO":les pe:r NFPA 130; wet pipe reSidential spnnkler systems for resi- dential occupancies up to and includ- 1ng four stories in height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13. The Series LFII (TY2596) has a 4.2 (60,S) K-factor that provides the re- quired residential flow rates at reduced pressures, enabling smaller pipe sizes and water supply requirements. The Series LFII (TY2596) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. The Series LFII (TY2596) Residential C~nCeale? Pendent Sprinklers are shIpped with a Disposable Protective Cap. The Protective Cap is temporarily removed for installation, and then it ca~ be repl~ced to help protect the spnnkler while the ceiling is being in- Page 1 of 4 stalled or finished. The tip of the Pro- tective Cap can also be used to mark the center of the ceiling hole into pias- ter board, ceiling tiles, etc. by gently pushing the ceiling product against the Protective Cap. When the ceiling in- stallation is complete the Protective Cap is removed and the Cover Plate Assembly installed. WARNINGS The Series LFII (TY2596) Residential Concealed Pendent Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the integrity of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. Sprinlcler!llllodel Identification Number SIN TY2596 Technical Data Approvals: UL and C-UL Listed_ Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.2 GPMlpsi112 (60,5 LPMlbar112) Temperature Rating: 160oFn10C Sprinkler with 1350F/5rC Cover Plate .JULY, 2002 - .,..,..,:->.... Vertical Adjustment: 1/4 inch (6,4 mm) Finishes: Cover Plate: Rat White, Bright White, Chrome, or Custom Physical Characteristics: Body. . . _ . _ _ . . . . . Cap. . . . . . _ . . . . . . Saddle . . . . . . . _ . . . Sealing Assembly . . _ . . . . . . .. Beryllium Nickel wI Teflont Soldered Link Halves . Nickel Lever . . _ . . . _ _ . Bronze Compression Screw . _ . _ . . Brass Deflector . . . .. .. _ . Bronze Guide Arm Frame . . . . Bronze Guide Arms ... Stainless Steel Support Cup . _ . . Steel Cover Plate ... .... Copper Retainer . . _ . . . _ _ . . . . Brass Cover Plate Ejection Spring . . . _ . . . . _ . . . Stainless Steel . Brass Bronze . Brass tOuPont Registered Trademark TFP440 " . . : .' .' <Page 2-of4 Operation When exposed to heat from a fire, the Cover Plate, which is normally sol- dered to the Support Cup at three points, falls away to expose the Sprin- kler Assembly. At this point the Deflec- tor supported by the Arms drops down to its operated position. The fusible link of the Sprinkler Assembly is com- prised of two link halves that are sol- dered together with a thin layer of sol- der. When the rated temperature is reached, the solder melts and the two link halves separate allowing the sprin- kler to activate and flow water. Design Criteria The Series LFII (TY2596) Residential Concealed Pendent Sprinklers are UL and C-UL Usted for installation in ac- cordance with the following criteria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturers recommendations that may be accept- able to the Authority Having Jurisdic- tion. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 130 or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as speci- fied in NFPA 130 or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the the four most hydraulically de- manding sprinklers. The minimum re- quired discharge from each of the four sprinklers is to be the greater of the following: · The flow rates given in Table A for NFPA 130 and 13R as a function of temperature rating and the maxi- mum allowable coverage area. · A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in ~ TFP440 y Minimum Flow (b) and Minimum Flow (b) and Maximum Maximum ResIdual Pressure Residual Pressure Covenlge SpacIng For Horizontal Ceiling For Sloped CeIling Area (a) Ft. (Max. 2 Inch Rise (Max. 8 Inch Rise Ft. x Ft. (m) for 12 Inch Run) for 12 Inch Run) (m x m) . 16O"Fn1"C 160oFn1"C SprInkler SprInkler 12 x 12 12 13 GPM (49,2 LPM) 18 GPM (68,1 LPM) (3.7 x 3,7) (3,7) 9.6 psi (0,66 bar) 18.4 psi (1,27 bar) 14 x 14 14 14 GPM (53,0 LPM) 18 GPM (68,1lPM) (4,3 x 4,3) (4,3) 11.1 psi (0,77 bar) 18.4 psi (1,27 bar) / 'fOX 16 1 16 16 GPM (60,6 LPM) 18 GPM (68,1 LPM) (4,9 x 4,9) (4,9) 14.5 psi (1,00 bar) 18.4 psi (1,27 bar) '- 1A" 1R/' 18 20 GPM (15,7 LPM) N/A (5,5 x 5,5) (5,5) 22.7 psi (1,57 bar) 2Ox2O 20 24 GPM (90,8 LPM) N/A (6,1 x 6,1) (6,1) 32.7 psi (2,25 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use 1he minirmm required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed relative to the ceiling mounting surface as shown in Figure 3. Sprinkler Spacing. The minimum spacing betWeen sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). Installation The Series LFII (TY2596) must be in- stalled in accordance with the follow- ing instructions: NOTES Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler by the frame arms only (i.e., do not apply pressure to the fusible link Assembly). A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 fUbs. (9,5 to 19,0 Nm). A maxi- mum of 21 fUbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impainnent of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over-tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Step 1. The sprinkler must only be installed in the pendent position and with the centerline of the sprinkler per- pendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant ap- plied to the pipe threads, and using the W- Type 18 Wrench shown in Figure 2, install and tighten the SprinklerlSup- port Cup Assembly into the fitting. The W-Type 18 Wrench will accept a 1/2 inch ratchet drive. Step 4. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Protec- tive Cap helps prevent damage to the Deflector and Arms during ceiling in- stallation and/or during application of " ....' . : . ~ TFP440 . l.. " Page 3 of 4 s BODY (112" NPn SEAUNG ASSEMBLY WRENCH RECESS CAP SPRINKLER WRENCHING AREA D SADDLE COMPRESSION SCREW PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA GUIDE ARM FIGURE 2 W-TYPE 18 SPRINKLER WRENCH GUIDE ARM FRAME t, I t t I I I , , f I ,......... ., ,..I Lf .........J l, ......_~------~........,.,J SOLDER LINK ELEMENT SPRINKLERlSUPPORT CUP ASSEMBLY DEFLECTOR (OPERATED POSITION) THREAD INTO SUPPORT CUP UNTIL MOUNTING SURFACE IS flUSH WITH CEILING o o RETAINER WITH THREAD DIMPLES EJECTION SPRING SOLDER TABS (3) COVER PLATElRETAINER ASSEMBLY FIGURE 1 SERIES LFII (TY2596) RESIDENT/AL CONCEALED PENDENT SPRINKLER COVER PLATE FACE OF SPRINKLER FITTING SPRINKLER. SUPPORT CUP ASSEMBLY 1-718.:t:118. (47,6 mm :t:3,2 mm) COVER PLATE RETAINER COVER- SPRINKLER- RETAINER SUPPORT CUP ASSEMBLY ASSEMBLY 3-1/4. DIA (82.6 mm) =r--,- MOUNTING 3116. J SURFACE (4.8 mm) ~ ~ 718" (22,2 mm) 1-118" (28.6 mm) 1 TIP DEFlECTOR IN OPERATED POSITION FIGURE 3 SERIES LFlI (TY2596) RESIDENT/AL CONCEALED PENDENT SPRINKLER INSTALLA nON DIMENSIONS / PROTECTIVE CAP / ACTIVATED DEFLECTOR .....- :: ~age "'of 4 the finish coating of the ceiling. It may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Cap. NOTE As long as the protective Cap remains in place, the system is considered to be -Out Of Service" Step 5. After the ceiling has been com- pleted with the 2-1/2 inch (63 mm) diameter clearance hole and in prepa- ration for installing the Cover Plate As- sembly, remove and discard the Pro- tective Cap, and verify that the Deflector moves up and down freely. If the Sprinkler has been damaged and the Deflector does not move up and down freely, replace the entire Sprin- kler assembly. Do not attempt to mod- ify or repair a damaged sprinkler. Step 6. Screw on the Cover P~te As- sembly until its flange comes tn con- tact WIth the ceiling. Do not continue to screw on the Cover Plate Assembly such that it lifts a ceil- ing panel out of its normal position. If the Cover Plate Assembly cannot be engaged with the Mounting Cup or the Cover Plate Assembly cannot be en- gaged sufficiently to contact the ceil- ing, the Sprinkler Fitting must be repo- sitioned. Care and Maintenance The Series lFII (TY2596) must be maintained and serviced in accord- ance with the following instructions: NOTES Absence of an Escutcheon Plate may delay the sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, pennission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be shipped or stored where the tempera- ture will exceed 100oFI380C and they must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified or over heated sprin- klers must be replaced. Care must be exercised to avoid dam- age - before, during, and after instal- lation. Sprinklers damaged by drop- ping, striking, wrench twist/slippage, or the like, must be replaced. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standaros of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. NOTE The owner must assure that the sprin- klers are not used for hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may resuh. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. TFP440 G IN NO EVENT SHAll TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER lEGAL THE- ORY, FOR INCIDENTAL. INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBilITY OF SUCH DAMAGES, AND IN NO EVENT SHAll TYCO ARE PRODUCTS' lI- ABIUTY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN UEU OF ANY AND ALL OTHER WARRAN77ESEXPRESSOR IMPLIED. INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- fflSE. Ordering Procedure When placing an order, indicate the full product name. Contact your local dis- tributor for availability.. Sprinlder Assembly: Series lFII (TY2596), K=4.2, Residen- tial Concealed Pendent Sprinkler with- out Cover Plate Assembly, PIN 51-122-1-160. Cover Plate Assembly: Cover Plate Assembly having a (spec- ify) finish for the Series lFII (TY2596), K=4.2, Residential Concealed Pen- dent Sprinkler, PIN (specify). Chrome........ _......... PIN 56-122-9-135 Bright White.... _ _ _.... _... PIN 56-122-4-135 Flat White - _... _. _ _ _. _ _ _.. PIN 56-122-5-135 Custom ... __ _ __.......... PIN 56-122-X-135 Sprinkler Wrench: Specify: W-Type 18 Sprinkler Wrench, PIN 56-000-1-265. TYCO ARE PROO4,.lCTS, 451 North Cannon Avenue, lansdale, Pennsylvania 19446 ". . ..... " " . e... . _. _.. 0.... . . '-... . , @)..POTIER 0) FOR SMALL PIPE VSR-SF VANE TYPE WATER FLOW ALARM SWITCH WITH RETARD Potter Electric Signal Company 2081 Craig Road · P.O. Box 28480 St. Louis, MO 63146-4161 (314) 878-4321 · (800) 325-3936 Potter Electric Signal & Mfg. L TO 1967 Leslie Street Don Mills, Ontario, Canada M3B2M3 (416) 441-1833 ~ ., STK. NO. 1113000 U.S. PAT. NO. 3921989. CANADIAN PAT. NO. 1009680 OTHER PATENTS PENDING. UL. ULC. CSFM USTEO end NYMEA ACCEPTED SefVice Pressure: Up to 2SO PSI MInImum Row Rate for Alann: 10 GPM MaxImum Surge: 18 FPS Enclosure: Oie-cast.. red enamel finish Cover held in place with tamper resistant saews Contact Ratings: 2 sets of SPOT (Fonn C) 15.0 Amps at 12512SO VAC 2.0 Amps at (h1() VOC ConduIt Entrances: 2 knocI<outs provided for 1/Z' conduit Usage: Usted Plastic. Copper and Schedule 40 Iron Pipe Fits pipe sizes -1..1114.. and 1112. Note: 8 paddles are furnished with ead1 unit. one for each pipe size of tru"eaded or sweat TEE. one for" CPVC. and one for 1 1/2" poIybutyleoe (CT~pertubiog size) environmental Speclflcations: Suitable for indoor or outdoor use with factory instaUed gasket and die<ast housing. NEMA 4 Rated Enclosure -use with appropriate conduit fitting. Temperature Range: 40. F/120. F (4.5. C/49. C) Caution: This device is not intended for appflCatioos in explosive environments Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D Residential"occupancy up to four stories NFP A-13R National Fire Alarm Code NFPA.72 Optional: Cover Tamper Switch, o((ler Stk.. No. 0090018 llle Model VSR-SF is a vane type waterllow switch for use on wet sprinlder systems that use 1~, 1 1/4", or 1 112." pipe size. 1he unit may also be used as a sectional waterllow detector on large systems. The unit contains two single pole double throw snap action switches and an adjustable, instantly recyding pneumatic retard. llle switches are actuated when a flow of 10 gallons pe.- minute 0'- more occurs downst.-eam of the device. The flow condition must exist for a period of time necessary to ove.-come the selected retard period. INST A{.LA TION: 1hese devices may be mounted in horizontal or vertical pipe. On horizontal pipe they should be instaUed on the top side of the pipe where they will be accessible. The units should not be installed within 6" of a vafve. drain or fitting which changes the direction of the watet1low. 1he unit has a 1" NPT bushing fo.- threading into a non~m>sive TEE. See Ftg. 2 for proper TEE size, type and installation. Screw the device into the TEE fitting as shown in Ftg. 2. ea'-e must be taken to propel1yorient the device fOf" the direction of waterllow. The vane must not rub the inside of the TEE or bind in any way. The stem should move freely when operated by hand. The device can also be used in copper or plastic pipe installations with the pmper adapters so that the specified TEE frtting may be installed on the pipe ruR INSPECTION AND TESTING: Checl< the operation of the unit by opening the inspector' test valve at the end of the sprinkler line or the drain and test coonectioo, if an inspector's test valve is not pmvided. If there are no provisions for testing the operation of the flow . detection device on the system. application of the VSR-SF is not recommended or advisable The frequency of the inspection and testing and its associated protective monitoring system should be in accoroance with the applicable NFP A Codes and Standards and/or authority having jurisdiction (manufacturer recommends quartedy or mo.-e frequently). PRtNTED IN USA PAGE 1 OF 2 MKT. .8800003. REV J MFG. .5400802 - 81'9S ;..... ... .~ .. ., :".. ; .'...... .... .<1 ~ePOTTER Potter Electric Signal Company 2081 Craig Rd./P.O. Box 28480 St. Louis, MO 63146 (314)878~3211 (800) 325-3936 6"" BELL SHOWN @ BELLS PBA-AC & PBD-DC Potter Electric Signal & Mfg. L TO 1967 Leslie Street . Don Milts, Ontario, Canada M3B2M3 (416) 441-1833 UL USTED, FM APPROVED Sizes AvaUable:(0 8-, and 10- ~ ~2QVAC) 12VOC (102 to 15.6) Polarized 24VOC (20.4 fo 312) Polarized Service Use: Rre Alarm General Signaling Burglar Alarm Voltages Available: Environment: Indoor or Outdoor Use (See Note 1) -40" to 1500F (outdoor use require weatherproof backbox) Termination: 4 No. 18 AWG stranded wires Finish: Red powder coating Optional: Model B8K-1 weatherproof backbox rl1ese vibrating type bells are designed for use as fire, burglar, or general signaling devices. They have low power :onsumption and high decibel ratings. The unit mounts on a standard 4- square electrical box for indoor use, or on a model 38K-1 weatherproof backbox for outdoor applications_ All DC BELLS ARE POLARIZED AND HAVE BUilT-IN TRANSIENT PROTECTION: SIZE VOLTAGE MODEL NO_ STOCK NO. CURRENT (MAX) TYPICAL dB MINIMUM dB o 10 FT_ o 10 FT. . 6 12VOC PB0126 1706012 _12A 85 75 8 12VOC PB0128 1708012 _12A 90 75 10 12VOC PB01210 1710012 _12A 92 75 6 24VOC PB0246 1706024 .06A 87 75 8 24VOC PB0248 1706024 .06A 91 79 10 24VOC PB02410 1710024 _06A 94 79 6 24V AC PBA246 1806024 _17A 91 75 8 2-4VAC PBA248 1808024 _17A 94 75 . 10 24V AC PBA2410 181002-4 _17A 94 75 ~ 6 120VAC PBA1206 1806120 .OSA 92 82 8 120VAC PBA 1206 1806120 .OSA 99 82 10 120VAC PBA12010 1810120 _OSA 99 85 JIIeatherpfOof backbox model 8BK-1 Stk. No. 1500001. toCcos: tAioWnum de 'acingS a'e calculaCed C,om Onceg<aced sound ptesSUfe measurements made at Undetw<il."" L&botatOties as specified n UL Staoda'd 46-(. UL fempe"~Cure f.aoge.s -~ CO 'SO"F. T~ac Cl8 f..tfOO'S ...e c..Ic~~C~ (...om; ....-..e-ASOfefnenCS A'\&de with. GOnveol:ton.a' sound Ievef ft'\eMi.. and ....e an.csaCNe of 0UCpuC Iev~s'" an actuat inst.afUCeQf'l. '~INTEO IN USA MKT. _8850001_ ~EV K PAGE 1 OF2 . ,. rf~~ l/) " ELECTRICAL WORK PERMIT APPLICATION o Owner lnBtallltlon description o Commercial ~entl.1 CJNow CJ Allered/Addltlon (j.. 'I 'I r- w;f ZIP, r) 7 ~.2... r;AX b':-s7 'IS- prem~ rc: ..mifom eS ~" or Inl~~ ' D "1 E/...ZAJE CIIY~ .4. Phone au ~S;'1~ SQ. Fr: t) LN e-L- L7AJ ~ .sr Lon1 Owlff!f tU dtflned by RCWJ9.28.16/:(J) Owner will oc;cwpy the Slfuctwrcjor two )'tars C#,,, ,lIts elec.trical ",rmlt I! finalized. (2) Owner Is required /0 hi~ tiff declrical contractor if abo~ jald property iJ for !Jtllt. rtflt or least. After reading the above IItlltemenl, I he~b)' certify that.lam the owner of the: above named property or a licensed elsmcal contnu;lor, I am making the: electricallfts!al- latien or altc:~tion In compliance with the electrical lawI. N.E,C., RCW. ChapleT 19.28, WAC. Chapter 296-46B, The City of Port Angelcs Municipal Code. and Utility Specification!. ;1.0' . .r ....or'1i;:'U a Cash 0 Check # ~r.dit Card Visa CMastercardJ Discover Card# c::tV _U/F _______ etor or electrIcal .dmldlUUlor Date: 7" 5-05: Expiration Date of card Inlpc:ctlol1 fee $ If( .2-0 SANle8 Informlltlon d CJl \' ~ (;' ltJ o NO LO 0 CHANGES CJ ea..board T?:. KW CJ Furnaco pJ'r'm CJ Haat Pump _ Ton _ LAR CJ Fan.Wan _ KW CJ Ovemead SeMce CJ :!Jmp So",lo. IlirUndarground 5."'10. Voltaga Pha..O 103 Service SIzQ~ ~ Feeder Size: SAME DAY INSPECTION. CALL BEFORE 7:00 AM 360-417-4735 ( . ,i:~GH.~ ~ ,..Z"L:STAT r SER\1CE ~~." .~{l, ./..... -" ~ :f~j/ - ~ .~ IJIIC/ Approve By dloh FINAL ,.tQ ~ ,,- FEEDER --., D~ 7_.:JS-VS ' D.I. Appnlvtd By " D.te Illll'Ovc49y "- DII. APJmIvltd By Inspection Arca, Building or Equipment Inspected ^~tion Taken Electrical Date I, Inlpe..ctor 1 - '25-05 t:)(.. - rO nFJ jJ a-r (~tJ PG7 1/ ft.~ fi~ /"~ ........... - /f'\' II -' r ) ./ -( I ./ ~ / , I 10.d S8LS 2:89 1392: 3~l;:fMa~ljHa~t::l>too~ "" ~=""..,-L~