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Home My WebLink About913 Madeline St - BuildingApplication Number 07 00000882 Date 7/27/07 Application pin number 281420 Property Address 913 MADELINE ST ASSESSOR PARCEL NUMBER 06 30 01 7 6 0230 0000 Tenant nbr name DEE HOLLY COBURN Application type description MECHANICAL APPL PERMIT Subdivision Name Property Use Property Zoning RS9 RESDNTL SINGLE FAMILY Application valuation 2162 Owner Contractor DEE A JR HOLLY J COBURN PENINSULA HEAT 913 S MADELINE ST 782 KITCHEN DICK RD PORT ANGELES WA 98363 SEQUIM (360) 452 6269 (360) 681 3333 Permit MECHANICAL PERMIT Additional desc HEAT PUMP Permit pin number 107946 Permit Fee 64 70 Plan Check Fee 00 Issue Date 7/27/07 Valuation 0 Expiration Date 1/23/08 Qty Unit Charge Per Extension BASE FEE 50 00 1 00 14 7000 ECH ME INSTALL 100- FAU 14 70 Fee summary Charged Paid Credited Due Permit Fee Total 64 70 64 70 00 00 Plan Check Total 00 00 00 00 Grand Total 64 70 64 70 00 00 Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities, private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work 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 goveming this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority toiolate or cancel the provisions of any state or local law regulating construction or the performance of cons '•c'•rt. Signature of Contractor or Authorized Agent T \Policies \I 102_15 building permit inspection record05 wpd [1/4/2005] CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Date WA 98382 Signature of Owner (if owner is builder) Date 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, IA'SULATE 01? CONCEAL ANI INSPECTED AND ACCEPTED POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED I COMMENTS NO YES FOUNDATION: FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE/ DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDERFLOOR /SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE 1 FINAL DATE ACCEPTED BY BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL /HOLD DOWNS WALLS ROOF CEILING DPYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL ROUGH -IN HEAT PUMP /FURNACE /DUCTS GAS LINE I FINAL DATE ACCEPTED BY. WOOD STOVE PELLET CHIMNEY ELECTRICAL LIGHT DEPT 417 -4735 MANUFACTURED HOMES FOOTING SLAB BLOCKING R. HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #'s SEPA. PARKING /LIGHTING I I ESA. LANDSCAPING I I SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE I ACCEPTED 1 YES I NO ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ CONSTRUCTION R.W ENGINEERING 417 -4807 PW ENGINEERING 1 FIRE 417 -4653 I I 1 I 1 PLANNING DEPT 417 -4750 I� y' �9 I Y ∎S I I n 1 I BUILDING 417 -4815 I I ►W 11— t 1 t 0) I T \Policies \l 102 15 building permit inspection record05.wpd [l/4/200 FIRE DEPT PLANNING DEPT BUILDING O WORK BEFORE cyQ og I 3 I' 07/27/07 11 52 FAX 3606812086 Peninsula Heat PLANNING USE ONLY Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review If you have any questions, cap (360) 417 -4815 Apphcant or Agent: I owner- _Dee t J� Address. 9I3 5, de //G�.Q�T City. Architect/En eer Contractor Architect/En 1 X14 J i /i State Lic Address ,L PRO JECT ADDRESS. 9 /3 S LEGAL DESCRIPTION: Lot: Block: CLALLAM COUNTY PARCEL NUMBER BUILDING PERMIT APPLICATION Credit Card Holder Name: Billing Address: Credit CardType VISA MC OF WORK Residential 0 New Constr. Re -roof O Multi family 0 Addition Move O Commercial 0 Remodel Demolition D Repair Sign BRIEF DESCRIPTION OF THE PROJECT 174W7 0 COMMER IDENTIAL. Occupancy Group: No. of Stories: Lot Size: Existing Sq. Ft Existing lot coverage Proposed lot coverage O Stove O Garage O Deck ense th &1 City. ESA/Wetland(s): 0 Yes No SEPA Checklist required? 0 Yes No Other 1 hereby certify that 1 have mad and examined this application and know the s =me to be Nile a understand that if is my responsbifrty fo determine what permits are requip;�j1 of the TAFORMS\APPS\Ruildingpetmit.wpd Applican Phone: Phone: Phone: 4U/ /'/7 Subdivision. Occupant Load: Proposed Sq. Ft. Total lot coverage 6S W61-6.4 Zip: 983 Phonea1 3323 Zip: Z ZONING Exp. Date: SIZE/VALUATION /SF S SF /SF SF /SF TOTAL VALUATION 711p net, 00 )t Construction Type: TOTAL Sq.Ft Z1 0 2 FOR OFFICIAL USE ONLY Date Rec..07 2-7 7 permit #t_O? g $Z Date Approved 1 2. 1 c 7 Date Iced: 1 o. '7 APPROVALS: PLAN: BLDG: DPWU. FIRE OTHER: BUILIIING PERMIT APPLICATION SUBMITTAL. The Building Division can provide you with information on the application and plan submittal requirements if you have questions. VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and maybe revised by the Building Division to comply with current fee scbedules. 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 If no permit is issued within 180 days of the date of application,.the application win expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Sectioni 07 4 of the Uniform Building Code, current edition). No application can be extended more than once. rect.1 am authorized to apply for this permit and st obtain uch permits prior to work /2 ~'PORT "\..t, ",4.0~~~ ~~~ "- ~ 'l.9i:~ 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: Application type description Subdivision Name Property Use Property zoning . . . Application valuation 05-00000687 Date 069362 913 MADELINE ST T6-30-00-1-0-4600-0023- RES NEW SFR RS9 RESDNTL SINGLE FAMILY 144700 Owner Contractor GLC HOMES INC. 121 TAYLOR CUTOFF SEQUIM (360) 683-8865 Other struct info G L C HOMES INC RD. 1975 SW 1ST SUITE H WA 98382 PORTLAND TOTAL % LOT COVERAGE NUMBER OF STORIES LOT SIZE TOTAL LOT COVERAGE NUMBER OF UNITS 8/16/05 OR 97201 25.90 1. 00 9004.00 2332.00 1. 00 permi t . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date BUILDING PERMIT -RESIDENTIAL ---------------------------------------------------------------------------- 57968 1269.25 8/16/05 2/12/06 Plan Check Fee Valuation Qty Unit Charge Per 45.00 BASE FEE 5.6000 THOU BL-100,001-500K (5.60 PER K) ---------------------------------------------------------------------------- Permit ELECTRICAL NEW RESIDENTIAL Additional desc Permit pin number 57992 Permit Fee 36.40 Plan Check Fee Issue Date 8/16/05 Valuation Expiration Date 2/12/06 Qty 1.00 Unit Charge Per 36.4000 EC EL-LOW VOLTAGE 507.70 144700 Extension 1017.25 252.00 Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date MECHANICAL PERMIT ---------------------------------------------------------------------------- Extension 36.40 57976 108.60 Plan Check Fee 8/16/05 Valuation 2/12/06 Qty Unit Charge Per BASE FEE 1. 00 14.7000 ECH ME- INSTALL 100- FAU 5.00 7.2500 ECH ME-VENT FAN 1.00 10.6500 ECH ME-GAS PIPE 1 TO 5 Extension 47.00 14.70 36.25 10.65 permi t . . . . . Additional desc . Permit pin number PLUMBING PERMIT ---------------------------------------------------------------------------- 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 thority to violate or cancel th provisions of any state or local law regulating construction or the performance of construction. ..' ---' \' .-- '>'~.m 57984 f1v\'J~ 4- It f) loG:, .00 o ~.z .00 o Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) T:IPoliciesll102_15 building permit inspection record05.wpd [1/412005] -D uJ :1 ~ V Gl C Z- \f1 ~ Date 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 UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE 1 DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW 1 WATER AIR SEAL WALLS CEILING FRAMING JOISTS 1 GIRDERS SHEAR WALL/HOLD DOWNS WALLS / ROOF 1 CEILING DRYWALL (INTERIORftCEIlpANEL ONLY) T-BAR \. - '.: I INSULATION i..i N SLAB -, WALL 1 FLOOR 1 CEILING I MECHANICAL HEAT PUMP 1 FURNACE 1 DUCTS GAS LINE WOOD STOVE I PELLET 1 CHIMNEY COMMERCIAL HOOD 1 DUCTS MANUFACTURED HOMES FOOTING 1 SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT #'s SEPA: P ARKING/LIGHTlNG ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W.I PWI 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:IPolicieslI102_15 building permit inspection record05.wpd [1/4/2005] ~ 'PORT ~ ",4.0~~~ ~"'Eii~ 1!" -_. 'l.9i:1C~ CITY OF PORT ANGELES DEP ARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Application pin number Permit Fee Issue Date Expiration Date Page 05-00000687 Date 069362 146.00 Plan Check Fee 8/16/05 valuation 2/12/06 2 8/16/05 .00 o Qty Unit Charge Per Extension BASE FEE 47.00 10.00 7.0000 ECH PL- EA. FIXTURE ON ONE TRAP 70.00 1. 00 7.0000 ECH PL- EA. INSTALL WATER PIPE 7.00 1. 00 15.0000 ECH PL- EA. BLDG SEWER 15.00 1. 00 7.0000 ECH PL- EA.WATER HEATER 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. All homes in new subdivisions that are outside of the Fire Department four-minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA). 08/11/2005 05:19 PM SROBERDS -- The proposal will result in a s.f. res in the RS-9 zone for total lot cov of 25%. No land use issues are noted. The correct subdivision name is THE ESTATES AT MILWAUKEE. Electrical load calculations and elctrical permits are required. Connection fee $222.00 08/03/2005 08:47 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 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 1560.25 1560.25 .00 .00 Plan Check Total 507.70 507.70 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 3842.45 3842.45 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work 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 Owner (if owner is builder) Date Signature of Contractor or Authorized Agent Date T:IPolicieslI 102_15 building permit inspection record05.wpd [1/4/2005] 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: ~.~ luLlI ~ l/~ lot JL0 FOOTINGS ~ Ivr/ llt " Ji..-t... WALLS ~ '~t11 jt...f...... FOUNDATION DRAINAGE / DOWN SPOUTS 2 ;/3..'01 (Ie ....rL'- PIERS POST HOLES (POLE BLDGS.) PLUMBING F/N~\..-' r(-If(".-O b UNDER FLOOR 1 SLAB .. ROUGH-IN t/ ~I o~ j u... WATER LINE (METER TO BLDG) 5~/K ,ILL. G AS LINE I BACK FLOW 1 WATER AIR SEAL WALLS CEILING I FRAMING JOISTS 1 GIRDERS t/~/o\,p ,JLU SHEAR WALL/HOLD DOWNS WALLS / ROOF 1 CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULA TION SLAB , WALL 1 FLOOR 1 CEILING \ / II I 0 L I J t.-c I MECHANICAL i::' ~L-- 1-tr-a 6 HEAT PUNW 1 FURNACE 1 DUCTS GAS LINE 1/4-In. :n..-l.. WOOD STOVE 1 PELLET 1 CHIMNEY COMMERCIAL HOOD I DUCTS MANUFACTURED HOMES FOOTING 1 SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT #'s SEPA: P ARKING/LIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W.I PWI ]-1O-oG ~v CONSTRUCTION - R.W. ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 a-I'i'C96 J J..'-- BUILDING T: \Polic;es\ 1102_15 bUIldmg pemllt mspectlOn record05. wpd [1/4/2005J , to to to to , I:"' I:"' I:"' I:"' , H '" W '" , , , 0 0 0 0 , H '" '" H , it" H H H H H H "'''' , , " " " , H 00 00 "'''' , H """" """" "'''' , , " " " , 0 00 00 00 , '" "'''' "'''' 111111 , , ~ ;..c, ;..c, oc, '01:"' '01:"' ;"1:"' I:"' I:"' I:"' , to I:"' w to ;.. 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'" H ;g~1:l ."w . t" :0 , 0 t":ocn ~ H >-lH>-< Z Ul'Ot:I n Ul<;) '->-l~ 0 H 0 nH H H 3: Zw." 00 ZZ 3: Ul' >-l 3:Z>-< UlUl ro 'Ow<;) 3: ~ '0'0 Z "'CD'- '" "'''' >-l no';; Z nn Ul >-l' :<> >-l >-l>-l HCDt" Ul OH ~ Otvt" :00 z.., " Z 0 "" :0 o,>-l Z '" ~~ 0 0 'O'OUl >-l C gjgjg "'~ '" '" Ul'" Ul Ul ZZO >-l >-l "''''H t" <: t" H '" W ;<l '" t" 0 "" '" CD W , CD CD '" Ul 0'0 :<>:<> >-l<;) "'''' CD '- '" Ul '- 0 Ul\D .' ~,,~ CITY OF PORT ANGELES PUBLIC WORKS - UTILITIES DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 ---------------------------------------------------------------------------- ,~plic!ltion Number . . . . . 05-00000687 Application pin number 069362 Page Date 2 8/16/05 .Special Notes and Comments by Building Department is required prior to backfill. All homes in new subdivisions that are outside of the Fire Department four-minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA). 08/11/io05 05:19 PM SROBERDS -- The proposal will result in a s.f. res in the RS-9 zone for total lot cov of 25%. N~ land use issues are noted. The correct subdivision name is THE ESTATES AT MILWAUKEE. Electrical load calculations and elctrical permits are required. connection fee $222.00 08/03/2005 08:47 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 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 355.00 355.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 2129.50 2129.50 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction orwork 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 Owner (if owner is builder) Date Signature of Contractor or Authorized Agent Date T:\PoIicies\1102.15R [1/05] PERMIT INSPECTION RECORD CALL 417-4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFlJL lcJ COJ-r."R, 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 PW UTILITIES (Engineering Division) WATERLINE 1 METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEW ALK CURB & GUTTER DRIVEWAY APPROACH BACK.FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W. 1 PWI CONSTRUCTION. R.W. ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT. PLAl\l\:ING DEPT. 417-4750 PLANNING DEPT. BUILDfNG .. 417-4815 BUILDING T:IPolicies\ll 02.15R [1/05] BUILDING PERMIT - APPLICATION FOR OFFICIAL USE ONLY: Date Rec.: 7-~ -o:r- Permit#:~ Date ApproVed:~t& Date Issued: www.cityofpa.us Print out form and fill out COMPLETEL Y in INK. Y onr application and site plan MUST BE COMPLETE to be accepted for review. Questions? Call: PERMITS (360) 417-4815 Fax (360) 417-4711 Applicant or Agent: GLC Homes Inc Owner: GLC Homes Inc Phone: 360-683-8865 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 ~ Madeline ZONING: RS-9 LEGAL DESCRIPTION: Lot: CLALLAM COUNTY PARCEL NUMBER: 23 Block: Subdivision: Mountain View Credit Card Holder Name: GLC Homes Inc, Gerald R Engler Billing Address: 1975 SW 1st Avenue Ste H City: Portland. OR 97201 Credit Card Type VISA XXX MC # Exp.Date: TYPE OF WORK: SIZE/VALUATION: Ii/! Residential Ii/! New Constr. 0 Re-roof 0 Stove 1,728 SF. @ $ 75.00 /SF. = $129,600.00 o Multi-family 0 Addition 0 Move i?I Garage 604 SF. @ $ 25.00 /SF. = $ 15.100.00 o Commercial 0 Remodel 0 Demolition 0 Deck ~ 3 "j !)...sF. @ $ /SF. = $ o Repair 0 Sign 0 Other TOTAL VALUATION $ Il/-1I.-700 BRIEF DESCRIPTION OF THE PROJECT: Build new sinale familv residence and attached aaraae. COMMERCIAL/RESIDENTIAL: Occupancy Group: R-3 No. of Stories: 1 Lot Size: 9004 Existing Sq. Ft. Total lot coverage ~S., 91 Occupant Load: Construction Type: V & Proposed Sq. Ft.~339-.. = TOTAL Sq. Ft. {)33J. % APPRO V ALS: 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 41 7 -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 su bmitted. All other permit fees are due at the time of permit issuance. EXPIRA TION 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 RI 05.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. I hereby certify that I have read and examined this application and know the same to be true and correct understand that it is my responsibility to determine what permits are require.,d, not t~s, and t I www.cityofpa.us Applicant: V / // I_~/ orized to apply for this permit and h permits prior to work. AvWth~- \? T 1tV'- f/ r Li-f+-"'i-W \v r- \ . ~\v'~ ~CA./ tv \eL/k.. 'Vevt, + ~ 't41.. AJv~ - \ F \ ~ ~^-..e-<.- - I -r~~~t - \ oo=i~ flO ~. lIP;' ~ii ~: ~" !l-" ~T ~l ~ I I i -4 II I i~ L.: ! c- H ~ c ! ~ , l ij I I , I ! I I I ~ ! I 1 . ! i 01 -; . ~ ij U:... L ~ I: "tI ~ ...... ~ ~~p~ ~ ><"%:l>Vo .. n~ <:) ~ ~ ~ 8 . Io%j ~'Ol t....t ~ ~<:)JI1&! :;l:l ~~o~ c ~~~til ~ ~N~::a ~ :ji,: 'C 0 rJ:l w -.l~::;;~ Z o [ "" I:' T -1 ~ ~:I 104-8 "I' 3Il-O-O 1 i ~" i . '- , ,~~ I II~I ~. ---r-_ ____ f-H , -- _ ...J I~d I -. ~---I ".~~"~~~ ~ 11 I " ----4--- -i ! ! I ~'.:' . ~- -/~. I ] -1-+-r / I LIl ili --1 I · , 4' ---- -L I I Iii /J4-'-~- - rr- ..,---- ,/ ;11 I !l-- / ~ -=-!---~- Ts -+ j i J · ~ I / .' ~ . : . "-~ ,1,,1 t - f= - ,~ - 1~ L-, ~. 'II ~ I t-- I 'J i --r- - i ^-:l . . -i '''-.i i i. -- i ; =-*"' l f"! '. ----!.~ I I , 1'" '-, ~ i! :: I ",~>, J, ==-=!. n ~ i! ;: ! ""-" '0' .---t i I ~.. ....0 "". i I-I ~ i ill' i : / i " I ft Jo L T"'~l .,.... =r ~....!! ~- ~ 1 I F"- j I ! ___ I I H 1/ =, =j I - -=, , i I::'; J ~=r= -- ...J I -.J J I I ~" ...."0 '1--- - I _._""-~=~! __ lIIil_~~ J I u J ~:I l~ )1. ~ 48-ll.o TI \:06 . 1::- 1= PRECISION ROOF TRUSSES, CLACKAMAS,OR. D7015 rnJ:=:: R1~1 a.100 aSep 17 %004 MITeklncfua1es,1nc. FrI Jun 10 08:17:4821lOS Plge1 1,1-&-0 I 1-$00 8+3 &-4-3 1~ !>-\-13 23-4-13 5-4-13 12-7-3 6-3'0 5x5~ 6 12 -= 11 10 3lc8 "" 30dl ~ ~7 lJ-0-7 .... otraets ex. Yl: 12:~.lHI-41. re:ll-O-ll.04-41 1s.o.o 26-11-8 1\01141 8-11-$ 29-7-13 e-s.o ~ 8+3 _.':86.0 II 8 3l<4 ::-: as.o.o 11-0-7 LOADING (psf) SPACJNCa 2-0-0 CSI OEfL in (Joe) IIdeII LId PLATES GRIP TeLl 25.0 Platnlncrene 115 TC 0.48 V8l1(LL) ..0.15 8-ll >999 240 MT20 2201195 (Roof Snow=26.l!) lUmber Increue 115 Be 0.81 Verl(TL) ..0.48 B-D >935 180 TeDL' 70 Rep SIres. lncr YES V\IB 0.51 Horz(TL) 014 8 nhl nla BCLL 0.0 AC'..Dl 100 Code IBe2OO3lll'12002 (Matrix.) Weight 1891b LUMBf:R TOP CHORD 2 X 4 OF No.1 &Btr G BOTCHORO 2X4 OF NO.1&BtrG WEBS 2X40FS1dG MACING TOP'CHORD BOT CHORD v.EBS StrucIuraI wood sheathlng dlrecllyapplled or 3-2-14 oc pUJ1inl. Rigid CllIling dlradIy applied or 1040 oc bracing. 1 Rowatmidpt 4-11,6-11 REAcna>.lS (lbI&IZe) 2&<180610-5-8,8-149010+8 Max Hcn2=159(1oad cue 7) Max UplIft2=..28l5(1oad cue 7), 8=-199(load ease II) Max Grav2:=1887(1oad case 2), 8=1714(1oad case 3) FORCES (Itl) - MlI)dmum CompreasiOlllMaxlmum Tension TOP CHORD 1-20:Qf75, 2-3=-30991368, 3-4=-269llI341, 4-5=-17481292, 5-6=-1748/288. 6-7=-27301361, 7-8=-31101389 BOT CHORD 2-12'"-37412636,11-12-224/1954.10-11-13211968, 9-10-13211D88, B-9a-Z7912f>77 WEBS 3-1200-529/196, 4-12"'-411fj7~. 4-11"'-&411230, 5-11--13911164. 8-11--9531237,6-9-58.'707,7-9-548/208 NOTES 1) 1Mnd: ASCE 7-98, 100mph; h-25fl; TCDL-4.2P1t: BeDLa6llp&t; Category II, Exp C, enclosed; MWFRS Interior zone; eantllewer Iel'lam! right lIxpoHd ; end IIltIticallelt end right exposed; Lumbar DOL=1.33 plllle grip 0Qll::1 .33. 2) TCLL: ASCE 7-98; Pf=25.0 p8f (ftet rlKIf lI1owj; Exp C; FullyExp. . 3) Unbslanced snow loads he.... ~ consld&lled for Ihbl design. 4) This 1tIl&S has been lieslgnc!d for 2. 00 times 1Iat rlKIf load of 26.0 pst on overtIlInga nOlKOllCunent with other 1M> 1oeld5. 5) Thia 1I\IsS has been deaigned for a 10.0 PIt botlDm chonI Bve load nonCClllCU1nlnt with any olher Bw loIld$. 8) Thia 1lua$ requires plate InspBClion per the Tooth Count Method when 1hi5l1Vss is chosen for quJlII\y -assurence in5pection 7) A plale rating reduction of 20% haa been llPplied forthe green lumber mernbet8. 8) This lrus& Is designed in aa:ordllnce wIlh the 2003 lnlem8tional Building Code &llCtion 2306 1 and rafererx.l atandard ANSVTPl1 LOAD CASE(S) Slandard I EXPIRATION DATE: 06-30-OS J June 10,2005 .... ...- - Fer(/)''''''''_ ___ 0I81'111l1A11111 JlIICUIDIED _lIZI'ZII2i:IIcI7..tAa _".r.r JlVOU DB. 0eIlgn....1eI for_onlywilll Ml'llkconnecton. ThlldUgn II "'-<I~ upon para..../eI.._ and ls for an lndMclual buiding compo...nl. App8cabIIIy tifdolign =_ and _inccrpcn:7Iion "'~ is __11' '" bIJIldlng deslgner- ""11Ms designer. etacfng_ II fcr_1UpPQIf tif ""1_......,,boB CN11v. Ad~' tempolOly ~ 10 lna.<eotabMy d\mng ce>nsINcIic>n is the respcmibilily <If the _fer. Ad......al permanolnl bracing "''''''~I.tnJelIne b tIIa__blBty "'the bUIriInQ d~ner. For~_l;lUldance nogcndng fabIIcaficn. qwIIy contoL olcoage. ~. eedcn ond bmdna. con.,. AHWlPI1 Qu~ CdI..... IlSI-Bt and ICSIllu1d1ng Componanl SssIaIy _... ovailob>>!torn Trws l'Iatelnsllu\e. 583 D'OndIlO DrIve. MadlIon. WI 53719. 7177_t.one .. _108 CIruo HoigIl1I. CA. 85lItO Mnek. I::cs I:nms j::~ PRECISION ROOF TRUSSES, CLACKAMAS,DR. 97015 I~ r~ 11:== R1-1 6.100s Sep 17 2004MITeklndUllliea.lnc. FrI Jun 1008:17;492005 Peue1 $+3 643 U.7-3 6-~ 17.1-a M _S 1).1o.a 511.7= 3>0411 5 ~ ~ 29-8-11 5-9-6 ~ 6-1>-6 s.... . 1:ll5.6 8.00 [12 10 ~ o ~ ~ Ii 3IllI= 13 4ll!1= 12 3>0411 8-0-7 17-1-3 'l&-ll4l 211-&-1 I , 8-0-7 6-1..1 G-1o.a _1 PI'" ~ IX. Yl: 11'~ 0-0-101 f8:O-1-5ll-O-llt 110'0-3-12 ~T [11'[1..2-40-3-41 113'[1..1-12 [1..1-121 3Il-lI-O "~1S . , , . , . , . UWl..a (p$1) SPACING 2..0-0 CSI DEFL in (Ioc) IIdefI LId PLA'MS GRIP TCll 250 PI.. mCRoue 115 TC 0.86 Ver(lL} -0.41 g.10 >989 240 MT20 22D1195 (Roof Snow=25.0) Lumber Increese 115 SC 0.95 Vert(TL) .108 9-10 >397 180 TCDL 70 Rep Shsa Incr YES WB 0.91 HolZ(T1..) 0.62 8 nla nIa BeLL 00 Code IBC200SlTPI2002 (Ma1rtJc) Weight 179 Ib SCDL 10 " LUUBER TOP CHORD 2 X 4 OF No 1 &BIr ~ BOT CHORD 2 X4 OF No 1 &B1r G "Exl:epl'" 04-122 X 4 OF Std-G WEBS 2 X 4 OF Std G "Excepl" 11-13 2X4 OF No.1&B1r-G BRACING TOP CHORD BOT CHORD WEBS SIruetII~ wood sMathing dir8c:tly aPPlied or 240 oc purIIna Rigid ceiling dlrKtly IlPplled or 1~ DC blacIng, Excspt 2-2-0 oc bJllclng: 8-9. 1 Row lit midpt 3-13 REAClIONS (IbJsjzs) 1=149310-5-8. S-14931lh5-8 MaxHOlZ1=-131{1oBd case 5) Max Upll't1=-200(Ioad case 7). 8>o-200(1oad case 8) Max Grav1=1715(1oad case 2). 8=1715(1oad case 3) FORCES (lb) - Maxl'num CompressionlMaximum Tension TOP CHORD 1-2--3112/392, '2-3a-.271413S9, 3-40=-3456/418,04-5=-33131429, 5-0=-33311377, 6-7~952I485, 7-8=-!6201651 BOT CHORD 1-13=-40012880, 12-13=0147, 11-12=01136, 4-11-157/220. 1[1..11--14713000, 9-10a-2tl413988. 8-9=-53815050 WEBS 2-13--s651211, 3-13-1089/147,11-13=-38113072, 3-11=DI62O, 5-11....2461940. 5-10=-22J2059, 8-10-12701314, 6-9=-4liJ781 , 7-i=-5841262 NOTES < 1) Wind; ASCE 7-98~ 10OmpIl; h--25ft; TCDL=4.2p$f; SCOL=6.Op$f. CadBgory II, Exp C; enclosed, MWFRS in1erior;rone; canlll-.-Ieft ar1 right exposed ; end \lO/'lic:lII Jeft and right exposed; Lumber OOLc1.33 plate "rip OOL=1.33 2) TClL: ASCE 7-99; Pf=25.0 pst (llat roof snow): Elcp C; FlIIIy Exp. 3} Unbalanced snow IoaCl$ II.... been considered for this desl9n. 4) This truIls hI' been designed for. 10.0 pst botIDm chord IiVllload nonconcul'l'llf1l with any olher IIvlt loads. S} ThIs truss requlrw PIa_ inspection per the TDDlh Count Mslhod when lhfa truss fa choaen for qualilr a_nee inspection 6) A phde rating reduction of 20% haa been applied for the "..., lumber members. 7) 8ellring at Jolnl(s) 8 c:onsidenl panlHeI to "rain valUe using ANSIrrPI1 angle to grWn formula, BuDding dell/gner should vel1fy ClIpllclty of bellring surt'aoll. 8) This truss . designed In accordance witlI the 2003 IntemetiOnal Buildlng Code section 2306.1 and referenced standard ANSIITPI 1 LOAD CASE(S) Standard { EXPIRATION DATE; D6-30-06 J June 10,2005 .& .....uarJIIO.. ~........_ _.......ior.ss Ow m/8 ANDJlICLID>D.ns&JtI:lOZRDCC P_Jllu:"4l'lI_ -. 0e0Ign ""rod I... _~..eh MTel< eonnectOB.lhiI d..,;gnis _on~ """" poromel....,iown, and islcronlndMduol buiding COI11pOl1en1 AppIr.:QbiIIy 01 dInIgn pc1lQtMt1Iea Qnd _~QI c:omponolltis~oI builcf"'IJ ~- not""" d...;g_. Srocing ""'-' is lor 1oIowo1..pp..-t oIlndMduol web "",,"bin~. _, ~ bracing 10 irmre oIablily d.w.g construcIoo is !he ...ponsi>"fity 0I1he ...etor AcldIIonclpermanem Illa~ 01 the _I sWcMe .111" ,""-mlbmv of the bulclng deoigrw-. Fer goonerol guidonoo n>gCIId""'lI Iobrieotlon. quaIIy control. tIorage. d~. eAOClIclrl ond bmcing. ~ AllSVlPl'I Q....,. ClIIetIa. DSa.8' and ICSll JuIIdI"II ClllllpOfIefII $at.tyl_ _bIe In:>m r..... PIoie InIIIIuIe. 583lY01l_ 0IiwI. ~ WI S371,. TrT7 GrellnMcXlsflIe ... _109 CIrus HeIgh... CA. _10 MiTek- 30 29 :lll %7 2S 25 506= J6.O.O 3$-0-0 I:ce j:MS I::: PRECISION ROOF TRUSSSS, ClACKAMAS,OR. 97015 }"1+O I 1+0 1&-0-0 1~ j t 8.00 ru 37 38 3S 34 33 32 31 ITJ:== ~~i 6.100 I; Sap 17 2lJ04 MiTeklnduslries,lnc. Fli Jun 10 16:50:14 2005 f'898 1 38-().C) 18-0-0 506= ScIIIe. l:ee.o 11 12 20 Ii 24 3115 23 22 21 PInt 0If8ebI ex. Yl" 128'0-2-80-3-01 , LOADING~ SPACING 2-0-0 CSt DEFt.. In (Ice) IIdell J.Jd PLAn:s GRIP Tell 250 PlaIes lncm1lle 115 TC 0.22 Vert(LL) ..0.02 1 nlr 120 uno 22[1/195 (Roof Sn0w-25.0) Lumberl~ 115 Be 010 Ver1(T1..) -0.03 1 nIr 90 TeOl 70 RIlp Stress Incr YES WB 0..23 Horz{TL) 001 20 nla nla BCLL DO BCDL 10.0 Code 19C2003lTPI2002 (M8trIx) WeIght 2111b lUMBER TOP CHORD 2 X " DF No 1&Btr G BOT CHORD 2 X" OF No.l&Btr G WEBS 2 X" OF Sid G OTHERS 2 X" OF Sid G BRACING TOP CHORD BOT CHORD WEBS SInIclu.-l wool! .hlllllhinll direclly applied or 8-0-0 DC pullins. Rigid ceiling dire<:fIy applied or 10-0-0 oc b!1lcing 1 Row III midPt 11-29 REACTtONS (Ib/$~e) 2=218138-0-0, 20>=74/36-0-{); 30=167136-0-0, 31 =168136-0-0, 32=168J36-D-O, 33=168136-D-O, 34=16ll138-0-0, 35=168136-0-0. 36=1nl36-D-O, 37-133136-0-0, .28=167J36..0..0. 27"16~0, 2fl>o168J36.0.0, 2s-1fl8/3S.O..Q, 2....16B13lHl-O. 23"'169138-0-0, 22a16213s..o::0. 21"111OJ36.G..0, 2ge153/36-G.O Max Horz.2a252(1oad case 7) Max UpliI'I2"-l1O(Ioad case 5). 30=-75(1oad -7), 31-&3(1oad ca.. 7), 32=-87(1oad case 7). 33"'-88(~ cue 7), '34z-89(load can 7). 35=-84(1041d case 7). 36a-103(lolld ca.. 7), 37=-33{1oad case 7). 28><-69(loacI case 6), 27....95(load c... 8), 2ll--all(104ld CIIll8 8), 25-88(lo8d.oue 8), 24<0-88(1oad cae 5}, 23=-89(load case 8), . 22-85(b1d CIInB), 21-10S(lo8d call8 8) . Max GlIIV2a316{10lld CIUl8 2). 2D-l00(l08d case 3), 30=242(load case 2), 3:1"'236(1oed C88e 2), 32=235(toad case 2), 33-234(1D11C1 case 2). 84=238(laed cue 2}. 35=231(lcMld case 2}, 36&249(1oad case2}, 37=178(1o&d ClIIe 2), 28=242(1oad case 3). 27=235(1oad case 3). 28=235(Ill8d case 3), 25=236(1oad case 3), 24=234(1oad case 5). 23=237{1oad ca_ 3). 22c227(1oad case 3), 21=266(1oad cate 3). 29=<18B~oad case 8) FORCES (Ib) - Maximum CompresslonIMaxlmum Tension I EXPIRES: 01-24-06 TOP CHORD 1-2=0175.2-3-258150, 3-4=-211169,4-5-1501102, 5-6"'-ll3/135. 6-7=-58/168, 7-s-58/2DO, 8-9-58/232. 9-10-581268, 10-11=-<11121lO, 11-12&-621280, 12-13-581231, 13-14--591170, 14-15=-59/116, 15-16=-591ll4, 16-17a-5ll151, 17-1Ba.67129, D PRf\ 18-19z-124J27,1&-2O=-18l1135 ""h?-'e ';Fen BOT CHORD 2-37-oJ181, 38-37-01187, 35-36=01187, 34-35-oJ187, 33-34=0/187, 32-33..oJ187, 31-32ooQtl87, 30-31"0/187, 29-30=01187, !f)''': llGtNE'~ U.s}. 28-29..[1/187. 27-2B-01187. 2ll-27-llf187. 25-26=01187. 24-25cOI187, 23-2""01187, 22-23=01187, 21-~87. 20-21-01187: i!f ~ ..~ ~ WEBS 10-30=-202199, 9-31-1115f117..8-32-1ll611 11, 7~3--195f1 12. 8-34=-1951112, 5-35c-1931110, 4-36&-201/119. 54i 3-37-1811188,12-28-202193, 13-27....1951119.14-26=-1951110.16-25=-1951112, 16-24=-1941112.17-23=-1961112, Q:' 18-22=-1911111. 19-21....2081120. 11-29=0-164/0 NOTES 1) Wind; ASCE 7-98; 100mph, 1),,25ft; TCDL><4.2p11f; BCOL=6.Opsf; Calegoly II. Exp C, endosecl; MWFRS gable end zone; can1ile<ler IefI and rightelq:lOSfJd , end vertic:alleft and right axpOlltld; Lumber DOLE1.33 pl. g,., DOl."'133. 2) Truss desJ9ned for wlnd loads in the planlt of the truss only For ltud. elCpOSed lD wind (normal to 1M fIIce), tee M1Tek "S1andard Gable End DetaI" 3} TelL.: ASCE 7-98; Pfa25.0 pst (fl8t roof~; Elcp C; Fully Exp, c16~~~~ ~"! loads have been considered for this design .... _. ""iIW"'~_JtIWlJlO2'Z9 OlIIftlIS_nvcumu _ ~.p__,...n DlQRI;__ 0e0Ign \'aid for "'" only 'With Milek c:cnl"ollClcn. Th. detIgn Is based only upon ~,,"..hOMl. ond iller "" ind"rvidll<ll tMld"ng <:omponent. C~~~~~~~~"':.'=:~~lc"':~~LOi~~~= eeaIcr" Additional _nent broclng "'__slnduro.ls 1he""SlO~"'!tl. bulclingd~. FCM" gen.....g"_~ fCll:lriccrllon. quoli1y cont<>l. domg... de/IveJy. _n end bn:Icl"lg. ocnsulI A)I$l/I"pn QbeIIy C........ _ GIld tCSll IllIIdIno Compon"'" Solely 1........._ ovaIt:IbJoo ffcm TMS PJcrie lnslItute, !ilI3'O'OncIrio llftve. Mcdiscn. WI 537J9. 7777 GtM_lont ..- SUit 101 CNw HoighIO. CA, lI6lI10 , MiTek- j:C6 /:nas I:~ PRECISION ROOF TRUSSES, Cl.ACKAlMS,OR. 97015 r~ GLC HOMES TMOT - R1~i Job RBrerence CODliOmIIl 6. tOO s Sell 172004 MITe!: Industries, Inc. Fri JlI'I to 16:!5ll:14 2D05 Page 2 NOTES 5) Thill trIM hu been designed for 2.00 1Ime81lat IlXII' 10IId of 25.0 plIf on IMlrtumgs non-ooncwrent wIlh other live loads. 6) This tnJa has been daelgned for 8 10.0" botIDm chord li1Ie load nonooncummtwtlh any other live I*-. 7) All pIa_ _ 2X3 MT20 unlllss llIII8lwIH inc!lcmed. 8) ThiS truss raqui1118 plaia inspection per the TootIl Count Melhcd when lhil; truss is chosen forquaflly IISSUI8/1Ce inapection. II) Gable nsquilM continuous bollorn choJd bellring. 10) Gable lltUds apacad at2~ oc. 11) A plate rating reduction of 2O'l4o has been applied for the green lumber members. 12) This tru.. is designed In accordance wilI1 the 2003 InlemalIonlll Buldlng Cade section 2306.1 and,...,cad standard ANSlfTP11 LOAD CASE(S) StandaJd .A. .--IlIlr0'........_---ON2'BDAlIJ)~_~.J'AGum.F4n_1l'8& ~ void ""_"",,,wit> Mfek <X>!1-- 1lU< design ~ _ anIf upon pglQm.t.. .howrl, and ~ fa an IndMdll<ll bui!dlng """""n4If1f. ~bllIy of cIotJlQn para......len and proper ine","""""", of """"""nenI ~ twpOnJIbIiIy of ~ del1gMt- ncltMI deoIg_.8nxlng """'" :.-.,.-~=~~.:%I=~~~:...bu~.-y ~~u~-~allhe fatxicolian. qoaily c:onIroI. ~. deMory, ..,..", and bIaei~ <XlnIllit ANSI/IPI'l QuGIIIy ~_89 and 31 .......~.... Sofolr """",,,lllcn """liable lrom Truss f(a1e IndMe. 913 O'Onolria Drive. I\IIodioon. WI5371'. ~~O;-Lon. .- CIINa HelgIIts. CA. !""10 MiTek- Job GlCe Tr\llIlI TNSS~ DUAl RIDGE GABLE R1e84 B1 PRECISION ROOF mUSSES. ClACKAMAS.OR. 91015 -1~ 1..e.ll 5-3-4 ~ ~ 5-5-12 21-&-0 1~ _II 6 5 ~ 17 l\lll5= 18 2>311 15 2xs II 5-3-4 s.3-( 21~ 18-2-12 TMOT - 23-O-ll I 1ol1-0 8_-1:41,4 11 12a 14 2><311 3004= 13 2lc311 Plate 0If8ebl OC VI: 12:0-2-4 0-101ll. 13:0-1-120-1-81. f8:0-2-1 0-:>-01. 11:0-1-120-1-8 17:0-2-00-1-8 LOADING(p8t) SPACING 2.0-0 CSI DEFL in (Ioc) lIdeIl lid PLATES GRIP Tell 25.0 PI8Ies IncrN$8 11S TC 0.38 Verl(LL) 0.02 2-18 >999 240 MT20 220/195 (Roof Snow=25.0) lumber Inc:rease 115 BC 0.14 Vert(Tl) ..Q..04 2-18 >9Illl 180 TCOL 70 Rep SInlsa Inc:r YES we 0.504 Horz(TL) 0.01 17 nIB n1a BCLL 0.0 aor:iL 10.0 Code I BC21103ff"P12002 (Mattix) Weight 106 Jb LUMBER TOP CHORD 2 X4 OF No. 1 &8Ir G BOT CHORD 2 Xo4 OF No.1 &Btr G WEBS 2X40FStdG BltACING TOP CHORD BOT CHORD S1rucluI8IllIOod shea1hing diredIy eppl"llld or 6-O..Q DC purfins. Rigid ceiling diJec:Iy applied or 6-0-0 DC bracing, Except 10-0-0 DC bnlcing: 2-18.17-18. 1 Brace at Jt(s): 19 JOINTS REACllONS (lbl8lze) 2>>48810-5-8. 11=17211 0-11-8. 17"'707110-11-8. 16=89110-11-8. 15c187/1 0-1 1-8, 14='157/10-11-8. 13=195110-11-8 Max Horz2;o-166(1oad case 8) MaxUplift2--,242(1oad case 7). 11=-130(I08d cue 8), 17=-211(1Ol1d case 7), 16=-75(load cue 8). 1Sa-8!l(Joad casa 8), 14='-!l6(loacl case 8). 13m.68(load cae 8) MIX GraV2=695(load cue 2}. l1c310(l0ed case 3), 17=916(1oad case 2), 16-212(load cae 3), ~5-243(1oad calle 3). 14=225(1oad ca8ll3), 13=2&4(1oad cae 3) FORCES (lb) - Maximum CompresaionlMaldmum Tension TOP CHO~D 1-2=0175, 2-3>c-6SSf161. 3-4=-101136, 4-$=-51208,5-6>=01269.6-7-11207.7-8=-11185.6-9=-21173,9-10=-321171, 10-11-821176.11-12=0173 BOT CHORD 2-18=-129/41l.c.17-1B-129i484, 16-17=-148/163.15-16....1481163.1....15=-1481163.13-14=-1481163.11-13=-1481163 WEBS 3-2l)oD..7101251.19-20=-70s.'250, 17-19=-74Ol268. 6-17=-449/120, 7-1&-195186. 5-19....nl40. 3-18=01226. 8-15....1971119. 9-14=-1881110, 10-13....2251117. 4-2O=-6fl1 . NOTES I 1) Wimt ASCE 7.98; 1oomph, h=2MI; TCDLz4.2psf; BCDL"ll.llpaf; Calegory II; Exp C, enclosed; MWFRS gable end zone; canllever left and right tllCjlosed , end -.ertlcalleft and right exposed; Lumber DOl-1.33 plllle grlp DOL"'1.33 . 2) TelL: ASCE 7-&8. Pfc26.0 pat (1Iat rnofJlrJCMl); Exp C; Fully Exp. 3) Unbalanced snow loads have been considered for this design. 4) This truSS nas been designed for 2.00 timea list roof load d 25.0 pst on ovartlllfl9s non-<:cncummt with other rMlloads. 5) This truss i'las becen dMfgned for. 10.0 pat botlom chord Hve load nonconcurrent with any other 11-.0 loads. 6} Thl& truu requll'88 pin inspection per lhe Toalh Count Method when this trUIS is choeen lor quality a_nce Inspecllon 7) A pl.. rating .flIdudfon of 2Q%.has been applied for the green lumber mlllTlber:s. 8) This truaa ia deslgnecl in ac:cmIanc:e with the 2003 InternallONll Buildlng Code section 2306 1 and rehllIIIlC8d s1andard AHSIfTPI 1 LOAD CASE(S) Standard I EXPtRAnON DATE; 06-30-06 ] June 10.2005 .A. w_ - v.ro.............- - _ MnDOIf mJBAlPJJJlICf.UJ>IID_.-a,_ _n.uuo.u l/l!I& Oes1gn Io'ClId '0'_ ""If_ MTekwnnea1orl. 111" deoign lo_only upon paramelersshown, and_loran fndiYiduglbullcl'ftl/<:ernpoMnt C~of~~~:;;:'=':=-,onI~:::::::::..:t:'1o~~~':::~= ..,.,;cIcr. ~_tbrocinIlOI..._a_il_~~oftheb..-gcles;gner.For_allll'_~rdIng ~~~="'~~~~D=~~1~1IyQlleria._ancl8CSl11u1c11n8 rnpo_ 1777_l... ... SuIo 109 ClIruI Hoighlll. CA, 1l581(1 MiTek- 1:06 I:~ I::: PRECISION ROOFlRUSSES. CLACKAMAS.OR. 97015 rr=1~CH~S~T - R1~ Job IWerence loptionaD 6.100 ~ Sep 17 2004 MlTek lncIustries, Inc. Fri Jun 1008:17:54 200S Page 1 .1.e.o 1-6-0 10-&-0 5-1-<4 15-10-4 5-1-4 5-7'12 5-7-12 4x>l = 4 21.e.o 5-1.12 23-0-0 I 1~ SclIIe ~ 1:41.4 -= 1~ 1~ 2'~ ~ I.Oot.DING (pIf) SPACING 2-0-0 CSI DeFL in (lac) lIdeft lid PLATES GRIP TCLl 25.0 Plalealna... 1 15 TC 0.33 Verl(lL) -0.17 6-8 >999 240 ______ MT20 2201195 (Roof Snow=25.0) Lumber 1_ 115 Be 0.58 Vert(TL) -0.54 6-8 >484 180 TCDL 7.0 Rep SlrKtIlncr YES we 0.36 Horz(TL) 1I.OS 6 nJa 'n/a ~~ 0.0 B L 10.0 Code IBC2OO3ITP12002 (Ma1rix) Weigh!: 89 III LUMBER TOP CHORD. 2 X4 OF No.1&Btr G BOT CHORD 2 X4 OF NO.1 &BIr G WEBS 2X4DFstdG BRACING TOP CHORD BOT CHORD Structural wood sheathing diredly applied or 4-10-12 oe purim.. Rigid celIlng dlrec:lly appl"llId or 10-0.0 oc bnIcing. REACTQNS (lb/si)te) 2=99410-5-8, ~5-8 Max Horz2....,01 (1oad cue 8) Max UpIiI\2"-204(1oad CII88 7). S=-204{l01d case S) Max Gnov2=11119Qoad _ 2), S-1189(1oed case 3) FORCES (Ib). Maxmum Compresaion/lllllXimum Tension TOP CHORD 1-2=0175. 2-3=-,828/21" 3-4=-1093/140, 4-5"-1093/140, lKi=-162612", 6-7=Of75 BOT CHORD 2-8=-181/1347,6-8=-93/,1347 WEBS 3-8=-5951186, 4-8--llISS7. S-ll-595f187 NOTES 1) 1Mnd. ASCE 7-98; 1 OOmph, 1F25ft; TCDL-4.2psf; BCDL"6.Opsf; Category II, Exp C; enclosed; MWfRS Inierior zone; CIInti1e__lefl and right IllCpOIIed : end vertIclllIeft and right llXpOilIed; Lumber DOL.rl 33 pl818 g~ DOL:1 33 2)TCLl: ASCE 7-118; Pf=25.0 pst (ftlll roof ""ow); Exp C; Fully Exp. 3) Unbalanced snowloada I'Iave been lXlIlIIiclered for this <lesilln. 4) Thla trun hati been deaigned for 2. DO timea ftat roof load or 25.0 pat on overhangs llOIKlO/1CUlTent wflh other live JOIIds. 5) This trun has been desillned for a 10.0 plIf boIiom chord IiYll108d nonoonc:urrentwllh any other Ii\le loads. 8) This truss requires pla1e inspection per the Tooth Count Method when this lruSll is ehDSerlllbr q....1ty _UI8nce inspection 7) A pIa1e rating reduc;lion or ~ has bMn applied for the green lumber membera. 8} ThIs truss Is designed. in ac:c:ordllllC$ WIth the 2003 IntematIonal Bulding Code sec:lion 2306.1 and "",,1'1IIIC8d II1andard ANSIITPll LOAD CASE(S) StMdanl [ ExPIRATION DATE: 06-30-06 J June 10,2005 .... ...-- ~"""'.P_ _MoID_ ONt'JmlAlli>ma.uDED _ ~1'__r..t'3 JlIlI'O.D-. Deoign void ",,"Uleontyv.4th Mlrek<:onnedcrL Thildeoignls_ont,l upon parame1en......... ond is loran i_bvldinli c:arnponcmt. Appk;abilly of deoGn ~ and _lnccoporafional"""'_fis~ albI.IIclInQdeoI;n<<.nottussdesigner. 8t;Ic:in\l- Is """ _support oIindMckJgl-t> membc otI1y. ......_.fem_ bI<rc!ng to 'IIIUte ....~<furi"" cannvcllonislhe _p"nsIbJ'1IIY of'" <lIeCtar. ......cf_ ptlImClnent """'"'v dllle owraI_ is !he _lblIIy d!he boAding deIigrl9r. for __ auicIance """,Iding _lion. c,uaIty conlrol. "-..w-y. -.clIon and ~ ccnsuJI ANSl/IPIl GNally CIhIl.. _ OIId ICSn BuildIng Componem $"'-ly __ ,,_Ie from Truu PIoIeln.IlMe. 583 D'Onollio ~ MadiIon. WI 53719. 77T7 Groen_Lone .- SuIIe loe Claus HeI;hlI. CA. 95610 MiTek- co:== R1~ 6.100 S Slip 172004 MlTek lndus1rles.lnc. FriJun 1016:50:15 2IlO5 PBge 1 I:cs j:nas 1:= PRECISION ROOFTRUSSES. ClACKAMAS,OR. 97015 11>-&0 '11>-&0 21+0 1O-M Scale ~ 1:38.9 8lO II 2 a.DO U1. J Ii 6 5 3x12 II lIlo8 = 4 3><12 ~ 8-0-12 1$.5-4 8-0-12 5-4-8 Plate 0IfIe1s IX. Yl: 11'1..0-211-0-11 13:11-0-140-6-9114'0-8-50-0-41 18:0-6-30-0-121 21.e-O s.o.12 . . . . . . . . LOADING (psi) SPACING 2..0-0 CSI DEFt. ..m (Ioc) IJdeII Ud PLATES GRIP TeLL 25.0 PI" IncreBse 115 TC 0.115 Vert(LL) -0.15 1~ >9119 240 MT20 22011115 (Roof Sn0wa25.0) Lumber Increase 115 BC 0.11. Vert(TL) -0.35 1-6 >717 180 TCDL 7.0 Rep Slress lnet NO W8 0.42 Hcn(TL) -0.07 1 nI. nt. BeLL 00 BCDL 10.0 Code IBC2003ITP12OO2 (MIIlriX) Weight 283 Ib LUMBER TOP CHORD 2 X 6 OF No.2 G BOT CHORD 2 X 10 OF SS G WEBS 2X4DFNo.1&BlrG BRACING TOP CHORD S1tuclwBI wood sheathing dil1lc1ly appJlecl or s.6-1 DC purfins. BOT CHORD Rigid cellng dlfeclly applied or 10-0-0 DC bnu:ing. REAC11ON8 (lbfs~ 3l1183961O-5-8.10:83961O-5-3 Max Horz3-72(load case 5) Max Uplifl3c-1486(10lld case 7), 1--1496(1oed cue 8) MlIX Grali3=8527(1oed case 2), 1-e527(1D8d cue 3) FORCES (Ib) - Maxlmum CompresslorlJMaximum Tension TOP CHORD 2-3=-13135/Z294.1-2-13135/2295 BOT CHORD 1-6=-1996/11880,5-6-152518744,4-5=-152518744.3-4&-2028111680 WEBS 2-4=-102316121,2-6=-102418127 NOTES 1) 2.pty1russ to to. oonnecllld together-with 0.131"X3" Nalls.. fcllIcllA Top chorda oonnected as falloWs: 2 X 6 . 2 rows at 0+0 oc. Bottom chords conneclIld lIS follows: 2 X 10 - 2 rows at ~ oc. Webs connectecl as ful1DWll: 2 X 4 - 1 row at 0-&-0 oc. J 2) AlIIc8d8 are oonsidered eqlllllly appUed to all piles, elCICePl if noI8d as fron1 (F) or back (8) flIce In !he LOAD CASE(S) aecIIon. Ply to pi connections haw ~ provided to dlslrlbule only loads noted lIS (F) or (8), unless othMWise indicatlld. 3) I/.\'lnd: ASCE 7-88; 100mph; h=25fl; TCDLoo4.2psf; BCOL=6,Opsf; Ca\egoly II: E)ql C; encIoHd; MWFRS InIeJ'igr zone; c:antf'-" left and right exposed ; end vertic:allellMTd right 8J<llOMCf; Lumber OOL"1.33 p1alll grip DOL"1 .33. . 4) TeLL: ASCE 7-98; Pf=25.0 pst (IIMroQf."owj: Exp C; Fully Exp, 5) Unbalanced snow loads h.". been con8id8red for this dMlgn. 8) This truss has been designed tor Ii 10,0 par botIDm chord live ICllIlIllOnc:oncummt with any other live Ioltda. 7) Tills truss reqLllra p18111 inspection per fha. ToDlh Count Melhcd when fhls buss Isdlol;ell for quality Il85UranOlllnspection. 8) A pla1Ie I'lIIlng reduction d 20% has been appI'lIlCI tor the green lumber members. . 9) This trull 18 deligned In IIOCIOrdance wtth !he 2003 lnlemlllional Building Code section 2306.1 and rsl'llfBTlced II1andard ANSIlTPI1 10) Girder CBn1eS ~n span(s): 36-0-0 fI'om 0-0-0 to 21-6-0 LOAD CA8E(S) S1andard ConlInued on page 2 { EXPIRATION DATE; 12.31-05 J June 13,2005 A lFADlJi'Q - ~........__ _llEADlI02'ZSOlViWI!IAJIl)IIICLIl'I:IBD..lIIDI[ _.PA_lIIIJ.~r.; ___ 0eIIgn....1d Iat""onlv_MII_conlMlClors. ThIodell;n. "'"-<Ion.., upon pclIClm"'....hown. and . lor an lndMdu<lt_9 compa_ Aj:lp~of cIeoGn__and properlnc""""""'" a1<;Ot1lp011l1f1tbNlOpOflllbllly all>uiIdin>J deofgner-naI1ruos ~_.IIoaclngIh_ Is kir IaIeRll,upporlor_l_ membeal ~_ _Iempctary boodng to _ sfc:IbIity duIInQ <>onstrucIon ;,the~ of the oncta'. Adc:flloroalpennanenlbtaclngof the _.~lItn. ~_gcleosign<<. ForQell81:l'I gulcl_~g ==;'=~-=~t=si3"'t>=~MadItan. wt53~'r"CrlIeri... __BCSIlIulldllocl ampoHfd ~.~l.aM ... CIInn; Holg/lll, c... 95610 MiTek- I:~ 1:- 1::::- PRECISION ROOF TRUSSES, ClACKAMAS.OR. 97015 m::== R1~ 8.100 , Sep 172004 MlTelIlncluslries, Inc. FrI Jun 10 16:50:152005 P_ 2 LOAD CASElS) standard 1) Snow: Lumber Increasec1 15, PIEIi!lI_116 UnllDrm Loada (jllt) Vert 1-3&-734(B=-7.14),2-3<-64, 1-2=-&4 .& _. v~"""__-.IIIODSOlInDSAlIIJ)lIIU.lIDaD_~'___T4n_l7IlE. OoNIgnvoid fer _onv_ MIIek<:ol1neclDrl. 'lhIsdeslgn ~ _ only upon pamrne'm_ and Is lor"" individual buiking compon.n!. Appicabllty af doIlgn palamenlea and proper1nc:orporaIIon of campanentls ~ of _~ detlgner. not truss deoigncr. Blocing .- Is IorlDbolluppcxl oflndlvjdvcll_1> _ onV. Add1tlonallernporoly braclnQ iD"ure s1ablily d\.mg comtuctIon islh.,,_~ 01 !he ...-. Addifoonalpermgnent bro~ of... _htruc:luNls1he ~ 01111. bullcing desig_.lcrgenorolll\lidOn<:e...gording fabrico1iiln. quaBly oorttol, sloroge. dollvery. _ and bacirig.. conwlI "'Nll/f~11 Quality CIfIoria. DlB-lI9 and 8CSI1 .....no Compaoent SaIoly- ovoIobletmmlluol PIole _.5BSO'OnolliOom...~. W1S3719. 7777_Lano .. So" 108 . C/Ituo ~ CI\, ~10 Urrek. TIUlII Cl PRECISION ROOF TRUSSES. ClACKAMAS,OR. 97015 -1+0 1-8-0 10.&-0 10.&-0 21-0.0 ~ 4004 = 7 2>C311 6.00 f12 1 2 3x4- 22 2JC311 20 2lc3 II It 2>C3 II 17 Mil 16 Mil 21 2>C3 II 18 2>C3 II 21-0.0 21..0.0 122-6-ll 1+0 Selie .. 1 :40.5 15 2>C3 II 14 Mil ~ PIa1e 0/I$eIs ex. VI' 12'~1-12 0.1-81 f12:Oo1-12 0-1-81 . . LOADING (pst) SPACING 2-0-0 CSI DEFL in (loe) 1/deII lJd PLAlES GRIP TeLL 2&.0 p.,.. Incresse 115 TC 0.22 Verl(LL) ~.O2 13 nh' 120 MT20 220/195 (Roof SIlOW'"2S. D) Lumber Incnase 115 BC 0.10 Vert(11..) ~.03 13 n/r lID TCOL 7.0 Rep SlIess Inor YES W8 0.07 Horz(TL) 0.00 12 nfa nfa BeLL 0.0 BCDL 10.0 Code lBC2003ITPl2OC2 (MatrIx) VVelghl: 100 Ib LUMBER TOPCHORO 2X4DFNo.1&BtrG BOTCHORD 2X4DFNo.1&BtrG ~ 2X4DFSldG OTHERS 2 X 4 OF SId G BRACING TOP CHORD Slructural wood sheathing dl1ec1ly applled or 6-1).0 DC purIinll. BOT CHORD Rigid cellilg directly applied or 1D-O-O oc bradn;: REACTIONS (lbIsize) 2-228121-04),12=226121-04),19-168121-0-0.200<168121-04).21=167121-04),22=172/21-0-0,17"'68121-0-0, 1~16B121-o4),15=167Q1-o-0,14-172t.Z1-o-0,18=1~1~ Max HoI7.2-153(1oad case 8) Max Up1Jl2"-113(1oad case 7). 12-142(1oad case B}, 19--B5(1oad case 7). 20=-87(load cue 7). 21"-98(1oad case 7), 22-66(1oad case 7), 17"-82(1011d case 8), 16=-88(108d case 8), 15=-lI8(Ioad case 8}, 14=-SS(load case 8) Max Gre\I2R328{Ioad case 2}, 12-e28(1oad case 3). 19=2-44(1oad case 2}. 2O=233(1oad _ 2); 21=236(1oad ClI6e 2). 22=234(Joad case 2), 17=244(load case 3), 16=233(Joad ease 3}. 1Sc238{load case 3), 14o'23>I{Ioad _ 3), 18=163(1oad case 1} FORCES (Ib) - Maximum Compr8ulonfMaximum TenBlon TOP CHORD 1-2=0/73,2-3-121)82, 3-4=-63198, 4-Sc-68I128. 5-6=-58/162, 6-7--81/190,7-8=-611179.8-9=-581126. 9-10....58166. 10.1 1--6~, 11~12=-78f3.4, 12.13..0t73 BOT CHORD 2-22=01139.21-22..0/139,20-21=01139,19-20=0/139, 18-1S-0/139. 17-1B:oOI139. 18-17=01139, 1!>-16-D/139, 14-15=0/1C 12-14-01139 . WEBS 8-19=-2031109. S-:zo....l941113, 4-21....192/114, 3-22=-205/107, 8-17=-203/106, 9-16&-194/114, 10.15-192/114, . 11-14=-2051106,7-18=-113/0 NOTES 1) 'Mnct ASCE 7-98, 10Dmph~ h-25ft; TCDL....2psf; BCDL"'6.0psf; CategOlj' II, Exp C; enclosed; MWFRS geble end zone; cantilever!eIl and right expoeed , end vertic:alleft and rightaxposed; Lumber DOL=1.33 pIale grip DOL"'1.33. 2} Truss designee! for wind Iolds In the plane af llIe truss only. Flll' studs lllCp08ec! lD wind (normllli to the face). _ MiTeIc"Standard Gable End netaa" 3) TeLL: ASCE NIB. Pf-2S.0 pat (Ila1lQOfsnolll); ExpC, Fully Exp. 4) UnbIIIanc:ed snow loads have been consIdeIed for tl1lls dolIIgn. S) This truss has been designed tor 2.00 times flat roof load af 25 0 pst on cwernanllS non-ooncurrent Wllh other lMt loads. S) This w. has been designee! tor a 10.0 pst bottom chord n\le load nonc:cncurrent with any olher IhIe loads 7) This w. requires plate inapeclion p....1he Tooth Count Melhod when this lruss Ie chOll8lltor quality assu_ Inspec:lion. 8} Gable requires eonllnuous boIIom chord bearing . 9) Gable stud6 spaced at 2-0-0 oc. 10l A Dlale Il!Iting reduction at 2O'llo Ma been applied tor the green lumber member&. Cciftlinlled on paQIl2 I EXPIRATION DATE: 06-3G-06 ] June 10,2005 .& __ -1'o?tIr....._ _.RS&DJiIOftS oarnD8A11D1lfCLIlJ)J:Ilarr.u:~___H,.,,_l7lIB. OeIIgnvallc:llor _ onIywilh /oIiI"~. Thio ~ 10 bcDed only upon paramekn shown. and 10 ban individual bliid"mg ~ AppIc:obllly at deIlgn pararnenleDand """"" inc<xpora1Ion af 00IT\PC>!'0lU1l is~ ct b<Alclng desIgna- noIlMs desv-. ~.- iofcr_blfllPOl'l"'lncIMdual_ rnem_ anly. _"",-bracing to_Aab1llly during consl1vctian ._l8SflCIUlbiIIIYoItha ....clor. AddilIonoI permanent_II a11he _rlruclure rs lIle~ "'the -II d8ligner. Far """"",I gu;danc:e regardhg- ,abtIc:aIlon. quallly 0C>Il1Id. 11_ deIveIy. _iorl and t>roc::Ing. COnN. ANSl/IPIl Quollly C_a, Dlil-at GIld BCSll o.DdIng Campanenl Saltily InlDnn_ avaicble from Tr.... P_ J_..5ll3 D'OrlaIolo Drive. Me,,1IOn. WI 537T9. 7TT7Clne_lAlle r Salte 109 CIIno. HeQhlo, CA, llS61. MiTek- I:C6 ): I:::: PRECISION ROOF TRUSSES. CLACKAMAS.OR. 97015 LLJ:== "-1 6.100 s Sap 172004 MTTeI< Indua1ries, Inc. Fri Jun 1008:17:582005 Page 2 NOTES 11) This 1ruS8 is dellgned In -=rdance wl1h the 2OD3 InteI"naioIlIII Building Code secllon 2306 1 and refIInmced slandard ANSVTPI1 LOAD CAlE($) Stlmdllrd .... ~. ~ ......,..-_JllW)lft)!Z8 01f 2'BIIIA1fD.llICLm:IBD_~__"'n_ uu: o..;gnyoiej t", UIe Cl/IIy-.MI___ 11* c/e5fgn1s _""'" upon """'mtitwsshown. and IsforoninclMcluol WIcAlg""""""",t. I\ppIcclb11il\'ot design ~ond """*"""""",,,1Ien of """""""'" Isres~ 01 bulldlrGdeoIgnor-nal1>wsdelignw. Aoaclng "- ;, ,'" _ support of _lwei> """""""" cnt(. _1....paaI'( brocing 10 in.u"..labllly d...tng cClllfruc:fton lithe ~ollh. ~. _1onaI permanent ~ of the _ _lsthe_lbJ"JIy oftno bu1ciing d""ll"",.1'cr~ouldanc6l<lgatdlng ta_ quoll1y c<mIml. stcfave. dOlWwy. _1OIld ilIoclng. CON\JI AHsvrrn QvdIIy~... DSl-I9 and .csIl luVclIn8 Comp_ S~ Iftfo__ o""'iIoble from Truor PIole InsflIute. 583 D'Onofrio Drive. MadDen. WIS3;719.. . rrn__lAne .. _1011 Citn>o Hoigll5. CA. _10 . MiTek. I:C6 l:nA I:::: PRECISION ROOFTRUSSES, ClACKAMo\S,OR. 97015 lJ-:1 ac~ TMOT - Rl~' Job R81'8r_ (ClIlIionIll 6.100 s Sep 172004 MlTelI: InlIusDls, Inc. Fri Jun 1008;17:5ll2005 Page 1 .1-6-0 1~ 5-8-4 5-8-4 11>6-12 4-11-12 10.&.0 4-11..12 4lO4 = 4 21_ 5-8-4 22-600 I l.e-o llcloe -1;.40.5 1~ 10-&-0 ~ Ofrsm ex. Y)' 12:Q.8-0 11-0-101 f6:0+O 0-0-101 21.0.0 10.&.0 . . . LOADING (pst) SPACING 2-0-0 CSI DEFL In (Joe) IJdefI Lid PLATllS GRIP TCLl 250 P1ale8 IIlCfM$e 115 TC 0.31 Vert(Ll) ..0.18 6-8 >999 240 UT20 2201195 (RocIt Snow=25.0) Lumber lnerease 115 Be 0.56 Ver1(TL) ..0.50 8-8 >497 1S0 TCOl 70 Rep ~ Incr YES V\IB 0.33 Horz(Tl.) 0.04 6 nla nIa BelL 00 BCDL 10.0 CodeIBC2003~Q2 (Mab1x) Weight 871b LUMBER TOP CHORD 2 X 4 OF No. 1&Btr G BOT CHORD 2 X 4 OF No. 1 &BIr G WEBS 2 X 4 OF StlI G . 8"ACING TOP CHORD Slructul'!ll woad shealhlng l1ired1yapplied or 4-11-14 DC purllns. BOT CHORD Rigid ceJlng dlrectlyapplied or 10-0-0 DC bl'llCing REACTIONS (IlI/8WI) 2=97310-5-8, 6=973.0-5-8 Max Horz2==-99(1oad case 8) Max Upllll2=-202Qoad calle 7), S-.202(10811 calliS) Mex G18V2=1166Qoad case 2). 6001166(1oad CIIH 3) FQRCES (Ib) - MaxImum ComprllllllionlMaxrnum Tension TOP CHORD 1-2=llI75, 2-3--15B31205, ~10651'36. 4-5....,0651136. ~=-15831205. 6-7=0f75 BOT CHORD 2-8a-1751131'. s..8=-llOI1311 '\I\IEBS 3-8=-577/181,4-8-01572, 6-8""-677/181 NOTES 1) 'Mnd~ ASCE 7-98, loomph, h=25fI; TCOl>=4.2psf; BCOl=6l1pst, Category II, ExpC, enc:loslld; MWFRS inleriorzone; c:antileY<<leftend right exposed . end wrticalleft. and right expoeed; Lumber DOL=1.33 p1ale grip 001."'.33 2) TeLl: ASCE 7-98; Pf=25.0 p&1' (ftat roof snow); Exp C: Funy Exp, . 3} Unb1danced snow loads flaw been considered far !his dealgn. 4) This 1I'us8 has been designed fDr 2.00 limes flat roof load of 25.0 pat on D\I8l'hengs nDlKDn~ wllh other live loads 5) This truss has been designed for a 10.0 pst boUDm ~ord live toacI nonc:oneurrent wlth any D1her live load&, 6) this tru8a requires pale Inspection per1lle Tooth Count Method when this truss Is chosen for quality assurance inspection 7) A plate rIlllng reducticn of 20% has been applied for 1118 gJ'!l8lllumber rnembens 8) This tnnI8 is designed in a~ wtth the 2003 International Ndlng Code section 23061 and referenced standard ANSlITPl 1 LOAD CASE(S) S1IIncllIrd ! EXPIRATION DATE: 06-30-06 J June 10,2005 .... w..-. v...v........--. _ __ Mml$C11fftlllt AIID~.ur-~'''''_-Hnr JISIOOD oa&. OeoIgo \/Old fo..._Of1lywilh Mlelcoo_ 1hls cIeoign Is _only upon """,,,,,,,-1I1own. and "feran individual_II """""""""t. ~ppIc::abmy of deoign po,om_ondpro_b"""""""llo<. "'componenIls~ of bulding designer. "'" _designer. erc.circlshown =~=~=:of"::,"::;'=~~~~~~~lioo~'::'~"'1he __ quoilyeonlm/. sIorage.cIefIoery. _on ood brcc:lng.~' QualIIyOloola. _cmcIlC~s..lld1ng ~I Safely 1_ <M:Illable from T....... PlaIe InsIiIuIe;, SlI3 D'Onofrio Drive. Modilon. WI S719. nn_1.one ... Suila 108 ClWI Hoighfa, CIo.,Il5610 MiTek~ 1=0 ~= TMOT - . R1~' 2 Jab (DPionIiII 6.1oo.Sep 17 2004 MiTeklnduslries,lnc. FrlJun to 16:50:1112005 Page 1 I: 1:_ \:= PRECISION ROOF TRUSSES. CLACKAMAS,OR. 97015 8-0-12 8-0-12 1006-0 2-6-4 12-11-4 ~~ 2140 B-O-12 5l<711 Scale e 1:41.3 3 6.00 [12 Ii 9 7 6 4xll1l 6llIl= 1Illll=4x811 B-O-12 1~ 12-11~ 2140 8-0-12 2-~ 2-~ &-0-12 Pia" 0I'Isets IX Yl' f1'0-10-2.EdaeI f2'0-1-4 0-2-4t f4'0-1-4 0-2-01 f5'0-1-2.EdDllt f6'0-6-4 0-2-ll1 18'0-4-00-2-l11 rg'0-6-4 0-2-41 . . . . . . . . LOADlNc. (pllf) SPACING 24-0 CSI DeJIL in (Ic>e) IIdeft l.Id PLATES GRIP TCLl 25.0 (Roof Snow=25 .0) Plates IncreaSe 115 TC 0.74 ver1(LL) -0.16 5-Il >999 240 MT20 2201195 lumber lnerease 11$ Be 0.S1 Vert(TL) -0.3B 5-Il >eM 180 reOl 7.0 Rep SlreB$ Incr NO WB 098 Horz(TL) 0.07 5 nIa nle Bell 0.0 BCDl 10.0 Code IBC2003lT?12IlO2 (Mlltrix) \IIIeIght 297 Ib LUMBER TOP CHORD 2 X 6 OF NO.2 G BOT CHORD 2 X 10 OF SS G WEBS 2 X 4 OF Sid G "Elccepl" 3-82 X 4 OF No.1&Btr-G BRACING TOP CHORD Slruclullll wood shealhinQ dinodly applied Ill" ~2 00 purlins. BOT CHORD Rigid celIlng dlrec:tly applied or 10.0-0 DC bracing REACTIONS (lbIs1ze) 1o:S186J0.5-8,5=819ll1D-5-8 Max H0IZ1=71{lor1d case 6) Max UpI'rIt1=-1480Qoad c::ae n. 5-1460(10lld case B) Max Grav1 =8325{1oad ClI8II 2), s-8325(1olld CllSe 3) FORCES (/b) - Maximum ComPresaion!Mllxlmum TensIOn TOP CHORD 1-2--1254812204,2-3=-1183911793,3-4=-983911783,4-5-1254812204 BOT CHORD 1-B--1ll77/11230, &-11=-11171111230;7-8=-1915111230. &-7-1915111230,5-6-1815/11230 vves:s 2-9=-70914328, 3-8=-153218245,4-6=-710/4329,2-8=-44721855,4-8-44721856 NOTES 1) 2-plytruss ID be connected 1D1letherwllh 0.131"x3" NaBs ufullcws; Top c:I1ords connected as fDHOWll: 2 X 6 - 2 I'OWtI at 0-9-0 oc. Bottom chords c:amedetl as foUaws: 2 X 10 - 2 rows at 0-7-0 00. Webs comect8d as follows: 2 X 4 - 1 ItlW ato-g..o DC. 2) All JD8ds are conllldered equally appllecl"lD all plies, ellCept if nolecl as front (F) or back (B) face In /he LOAD CASE(S) secIIon Ply ID ply connec:tions have been pn:Mded 10 cflS1tibule onfy loacts notecl a& (F) or (8). unl... oIherwise 1~1cated 3) Wind: ASCE 7-98; 100mph; 1Pt2!ift; TCDL0;4.2plf;. BCDL=6..Opsf; Category II; Exp C; enclosed; MlNFRS irriel'ior zone; cantilewr IefI. and rtght expo$ed , encI wrticrrlleft and right exposed; Lumber DOl.=1.33 plala grip DOL=1.!3 4) TelL: ASCE 7-98; ?t=25.D pst (ftllt roof snow); Exp C; Fully Exp. 5) Unbalanced snow l08ds have been oonsiderecl tor this design 8) Thi5lrwshas been deslgned.for Q 10,0 psf bottom chord liwload nonconcurrenl wJlh any oIh...liwlcads. 7) This tnlss requires plate lnSpeclJon per /he Tooth Count Method when this 1rU85 is chosen fc!r quaHty assurance inaplICtion 8) A plate rIllIn9 redw;tion of 20% has bIlen BPp/'oecI for the g.--n lumber members. 9) This truss is deslgned In acconIance with lIla 2003 InlelTllltiona/ Building Code section 2306.1 and referenced s1andard ANSVTPI 1 10) GIn:ler c:arries tie-in span(Ii): 35-0-0 from 0-0-0 ID 21-C-O LOAD eASE(S) Standard ContinU8ll on page 2 A w.urJ'/JliG- ............__ _JIUZl.,,... tJNftUlI AIID.II'ICWASD.rm:at~__r.l_ CI8III. ~ wid Jorweon~","" MileitconMCtOlL lhkdeoign Is based onIrupon pom__shcMn. and Is Joron ino:hicIuafbulclfng _nt C~~::.7:==::~~~~~':=~~~=loI~~::: ~or ~ pwmanenC -ll of the 0-..."""'..... Irlhe__bII1y of lhel>uildiPg deolgner. For g_gtJIc:tance ~ ~ q\JQ1ty __ sloIoge. d~. _lion and I>radr>g. comu~ ANSlIlPI1 Quallly CdI-. D58-at GIld Ian Bulldl"ll Co~ SaI.ty_"" 0'10_ lramTruss Plate ~ 583D'OnofrbClrive.ModlJon. WI 53719. 7177_'-- .. lklilll10l1 CIlnsIHoigtJla. CA, esel MiTek- I:cs l:nAS 1= PRECISION ROOF iRUSSES, CLACKAMAS,OR. 97016 ELJ aCHOMES : - R1a~1 2 Job~ce . IlIl 8.100. Sep 172004 MITe/( 1ndus1ri8s. Ine. Fit J.., 10 18:50:162005 PIIge 2 LOAD CA8E(S) SlImdard 1) Snow: Lumber 111C:l1l&H"'1 16. PlatII-=1 15 Uniform Loads (pit) Vert 1..s=-734(F....714). 1~, 3-5-&4 A _-lWi/Ir.....___RlWlMOI'UOIfnD8A11D.IlItUIND____""nBUQllS_ aWlldIcr-cnb>v.lIh Mrel< C:o'''_ this design is _ ""~ upon.............1hown. and Is Icr an lnclWlual bvIdIngcompanoird. of ~n _left and poperh:orpara1lan afc:omponenl" resporiIbIIy 01 buIIdlng deo9>er- nat_~. Bn:lclng-' is IaIoR:lISUPPQrt "'_ual_b _ CIO'I~. AddiIianal tem_bI'aGlr1Ilo _billy ckItogconotM:fian fJ 1Ile ....pansibiJity Oflne ..-.cIcr. AddlllOnalpermcnent brocing 01"'" 0-..11_ is lhe_nslblIIy of lIMoblilldlng dsolgnor. for """"",I gulclanc:e ~ Iol:rlc:allon. q_aJly c:onl'al.~. delivery. _lion and broc:1ng. conoolI ANSI/TI'Il qvalIy CrIIodcl- DSaoBt allclllCSll IuIdIng Con!Pononl SaIeIy __ <rvaIabIe tom Tnm PIo1e 1nIfiM... S83 D'OnoIrIo DrIYe. Madioon, WI 53719. rrn_LaM ... SUllo 108 ~ Helghfs. CA, .10 MiTek- IUSl\ Trua TYJlll COMMON -~ 1~ a.o.o &0000 1~ s.o.o 17-&-0 ~ llC8le. 1:31 7 4>04= 5 ~ 1 2><311 2lcS II 2><311 2><311 2lcS1I 2><3 II 2lC3 II 1a.o.o 1&4-0 PlIIlII 0IIula ex. Y); 12'0-1-12.0-1-81 110'0-1-12 0-1-81 . , LOADING (psf) SPACING 2-O-ll CSI DEi=!. In (Joe) IIdIlII Ud Pl.A~ GRIP TeLL 25.0 Plates Increase 115 TC 0..22 Vert(LL} ~J12 11' nlr 120 MT20 220/1115 (Roof Snow-25,O) Lumber Increase 115 Be 0.10 Vert(n.) ~.D3 11 nIr 90 TeOL 7D Rep Stress Incr YES we 0.05 HDrz(TL) 000 10 nIa nla 9CLL 00 =OL 10.0 CDc18 IBC2003ITP12Q02 ( MaIrilc) Weight 71 Ib LUMBER TOP CHORD 2 X 4 OF No. l&Btr G BOT CHORD 2 X4 OF lI/o.l&BtrG OTHERS 2 X 4 OF Sid G BRACING TOP CHORD struolural wood Meelhlng direclly apptied Dr 6-0-0 oc pullins. BOT CHORD Rigid ceiling dk8clIy app/"Nld or 1040 oc bracing. REACltONS (1b(slze) 2=215116-0-0,10=215/16-0-0,15-154116-0-0, 16=185118-0-0, 17=177/16-()~. 18=133116-0-0, 14=188118-0-0, 130=177116-0-0.12=133/16-0-0 ~ Hcrz2....,25(load case 8) Max UpfIft2a-132(load case 7), 10=-15S(1lll1d callll B), 16=-83(load CIUIe 7). 17=-104(1Olld case 7). 1ll&-3O(1oad cue 7). 14=-81(1oad case 8). 13-1 05(1ll8ll case 8), 12....2ll(Ioad case 8) Max Grav2=314(1oad case 2), 10=314(1oad cue 3), 15>=164(1oed case 1), 16--241(load case 2), 17=248(1oad case 2). 18=179(1cad case 2), 14-241(lcad case 3), 13=248(Jcad cue 3). 12=179(1oad eIlse 3} FORCES (Ib). Maximum Comp~Dn/Maxlrnum Tension TOP CHORD 1-2=0173, 2-3~, 3-4&OllI86, 4-6=-581121, 5-e=-6111411. &-7'"-61/139, 7-8=-58183, 8-~, 9-10=-69J21, 10-11=017 BOTCHORD 2-18=0/112,17-18>001112, 18-17..()/112, 16-16=llf112, 14-15-01112, 13-14=0/112, 12-1~12.10-12=O1112 WEBS 8-15=-113/0,6-16-2031109.4-17=-200/120,3-18=-168185,7-14-2031107, 8-13:-200/121, 9-12-188184 NOTES 1) \Mnd: ASCE 7-9B, 100mph, h=25fl; TCDL=4.2psf; BCDL=6.0plt; Catego!y II; Exp C, enclosed, MWFRS gable end ZI)/le; Cantilever Iefll and right expllII8d . end ~I left and rightexpoeed; Lwnber OOL=1.33 pi_ grip DOL-1.33 2) Truss deslgned"far wind lD8ds In !he plane of the truss only For s1uds expoMd to wind (normal to the face), see MiTek "$tandan:f Gable End OetIIiI" . 3) TCLL: ASCE 7-98, Pf=26.0 P'f (fiat roof 8IIlIW); Exp C, FuUy Exp. 4) Unbalanced snow loads have bilen conlideAJd for this design. S) 1lI1a truas he. been designed fer 2.00 times IIat roof load of 25.0 pat on cUMtIangs non-concurrent willi other live leads. 6) This trun has been designed fer a 10.0 psi bottom chord nwlDad nonconcurrent with any olh""lille IDacIs 7) This truR tequ1r6s !iIaIli lnilpiiction per the TootII Count Method when lhl.: 'truss is chosen for quality assurance Inspedion B) GIlbIe requires CDIIlInUDUS bctIam chord bearing 9} Gable studs spacec! at 200-0 Del 10) A pIale rating reduction of 200/0 has been applied for lI1e green lumber mombers. 11) ThIS iniss Is designed in aCCordance with the 2003 Inlemalicn&l Bwlding Code section 2306 1 and referenced slandard ANSllTPI1 LOAD CASE(S) Slandarel [ EXPIRATION DAlE: 06-30-06 J June 10,2005 Ji. _. Ve1&'......,......;...-,. -- _MD!Zlt Qr rms AllDDK:Lf11>IlD _ ~ _ __'1'4'1'3 BEl'ORJ!:-' Design "",lid rorweonlywlfh Io'lftol:con_ lhisdeolgnb based onlyllpOfl parameter.s -.. and is laron indMdual b1.iIdlng componenl. Appir.:obiily 0/ design PC",,""on'- and _j~ '* component;' ~ cI blAldtl; designer- not1rw deIigner. ~...,.., is lor Iatem'.upporl oIlndMdual web member> 0"'. _1..._ bradog 10 Insu....toblltyduling corlIIWc1ion'lothe ~ c11he erecto<. I\ddl1lcr\Ql ~ bra<:1ng oIlhe """",ustrucl...;, fue ~ oI1he building deIIgner. r"'g~ gulcfance regarding =:""'::;,~~=-'\""~~I=n=,~~ ~k~~.1Iy CIlI...... DS8-III'".d Ian Bulldl"ll eo..- T177_""'o .._ . SvlIo lot CIIrw Heigl>1I, CA. ~10 MiTek- I:~ 1:7 1= PRECISION ROOF TRUSSES, CLACKAMAS.OR. 97015 j~:::::~ R1~ 6.100 . Sep 172004 tNTlIk 1ndIIs1ries, Ine. Fri .kill 10 08:18:04 2005 P.ga 1 8-0-0 8-0-0 18-0-0 ll-(l.() ~II _-1.29.& 2 3 I~ "'x10~ .4x10 ~ 5-8-13 5-8-13 10-3-3 18-0-0 o4-&J5 5-8-13 . 11:04-10 0-2~.13:0-3-10 0-2-0. 14:D-6-7n..t1-R1 15:1>-4-10-1-0 LClA1)1NG (paf) SPACING 2-0-0 cst DEFL in (lac) IJdIlll Ud PLA1'ES GRIP TeLL 250 PlaaIt. Increase 115 TC 0.86 Ver1(LL) -0.11 4-5 >999 240 MT20 220/195 (ROOf Sn0W"25 .0) l.umber J~ 115 BC o.n Vert(TLJ -0.26 4-5 >718 180 TCOL 70 Ref) Slless In~ NO WB 0.33 Horz(TL) 0..05 3 nI. nla BeLL 00 SCOL 10.0 Code I8C2l103!TPl2002 (Malrlx) Weight 166 lb LUMBER TOPCHORO 2X4OF No. 1 &BtrG BOT CHORD 2XB OF SSG WEBS 2X40FNo.1&BlrG BRACING TOP CHORD Slructullll wood ahuthlng direclIy appliecl or 3-5-13 oc; pullins BOT CHORD Rigid oelIlnv dlreciIyapplied or 10.0-0 oc; IncIng REACTIONS (Ib/1l!Zll) 1E6201J0..6.8, 3=8201~8 Max tloI% 1e55(1oad case 8) Max UpIln....,104(J01ld C8lIe 7), 3>=-1104(1oacl case B) Male Grav1=629B(1oad case 2). 3=6298(1oad case 3) FORCES (Ib) - MaxImum CompressionlMaxfrnum Tension TOP CHORD 1-21--973311698.2-3=-973311698 BOT CHORD 1-&0-1486/8574, +5--1057111Ol50, 3-4--146118574 WEBS 2-5"-808.l4a3O,2-4=-809/4830 NOTES 1) 2-p1y tru&$ to be corlnecl1ld IDgether with O. 131"x3" Na" allfo/Iows; Top chords conn<<:tad a. foIowa: 2 X 4 - 1 row at D-9-O oc;. BotIom chords connectec:! as follows: 2 X B-2 rows at 0-7-0 oe. Webs coMeCled as foHOWlI: 2 X 4 - 1 IQW at D-9-O oe. J 2) A111aada ... CDIlllkIered equally applied to all piles, except if notIld _ front (F) or back (8) face in the LOAD CASE(S) section. Ply to pl ClOIllIflClIons have been provlded to distribule only loads nol8cI .. (F) or (B), unless olherwi&8 indicated. 3) Wnd: ASCE 7..g8~ 100""",; h=25fl: TCDl....2psf: BCDL-6.Opsf; Category II; Exp C; enclosed; MWFRS inlelior zone; canlllever left and right expo&ed ; end -u:aJ left 8Jld iIght exposed; Lumber DOL"".33 plaia gnp DOL"'.33. 4) TeLL: ASCE 7-98; Pf=25.0 pst (1l8t roof anow); Exp.C; Fully Elcp. 5) Unbalanced snow loads MII8 been considered for this design. 6) Thl; truss has been designed for a 10.0 pst boUam chord Jive load nonconcurrent wtth any ather liwlloads. 7) ThIa iIUa& I1lilufres pllitillnilpecllon per the Tooth Count Method when this truss Is chOSiel1 for quality usuranoe Inapection B) A plate raIln; reductiDn 0120% has been lIPpIled for the On!elllumber member.s. . 9) This truss i. designed In accordance with the 2003 Jnlemel/onal. Blrilclln; Code section 2308. 1 and referenced s1andard AN$IITPI 1 10) Girder carries tie-in span(s); 36-0-0 from 0-0-0 fD 16-0-0 J..9AD CASE(S) Standard Continued on page 2 ( EXPIRATION GATE; {l6..3(}-06 ] June 10,2005 J;. .- - ~dnIp__....r Jt&oU)JIOD<8' DIU'_ARIllllCUlllBD_~.P_ -'1'4,.,_1mB. Oesignvalid /'or_ onIy......Ivfi.."""necl'n lhi,-design ~ booed only uponparomeleralhown. '""d lifer"" lndMdual bulldIng_n1. Appllcobllly <II detlgn pclIQ.....m..ondptOpel1nccrpaofion 01 componenfls__liIy <II~.~- not_~. I/Qdng shown Is for Iaierol::= oftldMducll_ rnemben only. _onal fempon:oy boocing 10......... ~--;;:'l;,. o:onttrue1!on Is Itle ~ of !he ~~quoIIIy=~~~~e:===j':c=~~':;="";sa-ara:::Od't':,~~~ laNty lnhmnaIIon _ble ltomTrua_1noIiluIe. 583D'Onofriocn..e. Ml><:IiIcI\ WIS3119. . ;'~~L.one ... CIlrw HeiDhts. CA. 115610 MiTek- j:ce /:- 1= PRECISION ROOF TRUSSES, ClACKAMAS.OR. 97015 ru:== R1~ 8.100 s SlIp 172004 Mirek InduS1ries,Inc. Frl Jun 1008:18:05 2005 P"lJlI2 LOAD CASE(S) Sbmden:l 1) Snow: Lumberln-=115, Plate Increase=11S UnIform Loads (plf) Vert 1-3=-734(F=-714), 1~2=-84. 2-3>:-64 A -- Vor(4o"""",..,...-,., - JlIW) 1IOrJl8 ONnIliAm>~ _1tI:F.I:IlI:IfC _ __un_uu. DesIgn vale! for... onlr...eh ""etc:onnec:t<n Thlo ~n is based COlly upon ~..._. and is loron_"'" buMng~. AppIcabllly 01 ~ __one!_in<:apc!oficn 01 c:amponenl isrespoNlbllly 01 builcI01g designer- not fnlsdeolgnoo.1IrocIng shown is lor laterclluppotf of 1ndMcI...1_ members """'. Addlllonalle/npa<>ly btocIng 10 _ ~ during CONfn1c:fion is _ ~ of "'" oractor.. Addlblel pennanenl broc:lng cflhe 0...... RucMe is 1he ~bIIv cI IhIt Widing designer. fcrgenetOl gufcIance oogmjinll febllco1ion. qllOlfy ccnfrcJ. ~. cleMy-. ~ ..nd brodng. _ AN$l,ITPn QuollyOhrla, llSI-89...... ICSIl ........11 C""""",,,,,, Safely __ OVCliJoble 110m TIUII PIol* -..... 58311'0n0I!t<> om... Modllon. WI 53719. 1771__LaM ... SU.. 108 cliNs Ho/;hla. CA, 1115610 MiTek- IJOb [Troa ITNSTW8 GLC8 E1 COMMON PRECISION ROOF TRUSSes. CLACKAMAS.OR. 97015 a=j:=:: Rl~1 6.100 s Sep 172004 Mirek IndUS1lles,lnc. FrtJun 1008:18:062005 Page 1 -1-8-0 'I-&-ll s.&-O 5-&-0 11"()'() u.o 4lo4 = 4 12-64l 1~ Scale ~ 1:22.9 ~ 11.0.0 11"()'() II PiIde orruts ex. 'no 12'0-1-12.0-1-81 16'0-1-12.0-1-81 . . LOADING (pst) SPACING 2-0-0 C$I OEFL In (loe) IIdelI LId PLATES GRIP TeLL 25.0 PII1es Incnsase 1 15 TC 0.22 VBrt(ll.) ~.03 7 nJr 120 MT20 22011115 (Roof Snaw=~.D) Lumller Ina'UH 115 BC 0.09 VIlI1(n.) ~.03 7 nJr 90 TCOL 7.0 Rep Stress Iner YES WB 008 Hon:('I'L) 0.00 6 nra nra BCLL 0.0 Cod.. l!IC2l1D31TF'l2002 (MalriX) Waight 4-4 lb BeOL 10.0 WMBER TOP CHORD 2 X 4 OF No.1&Btr G BOTCHORD 2X4 DF No.1&81rG OTHERS 2 X 4 OF Sid G BRACING TOP CHORD BOT CHORD S1rucIurBI.wood llhealhing direc::fly aPPlied or 6-0-0 DC puI1lns. Rigid ceiling cfrredly appl"Jed or 1O-C-O DC bracing. REACTIONS (IbIsIz.e) 2=247/11-0-0,60=247/11-0-0,9=94111-0-0, 1ll<i264111-D-O, 8=264111-0-0 MIlx Horz2....S8(load case 8} - Max UplIft2=-166(1011d caR 7}, 6--174(101lll ca-. 8), 10-107(load case 7), 8=-1 D6(Io8o' ca88 8) Max Grav2=358(1oad cue 2), 6-358(I0Il0' case 3), 9<'94(load case 1), 10=366(1oad case 2), ll>=366(1oac1 CIIIlIl 3) FORCES (Ib) - Maximum ComprllSlllon/Maxlmum Teneion TOP CHORD 1-2=11173. 2-3-s8l87, 3-4=-ll81108. 4-5=..eB/100, ~8167, Fr7=Of73 BOT CHORD 2-10>>0188, 9-1D=0/88, 8-S=OI88. e-8=01ll8 WEBS 4-91"-7510,3-10-297/154, 5-8=-297/153 NOTES 1) \I\Iind; ASCE 7-98, 100mpll; h=25ft; TCDl=4.2pst. BCDLooG.Opsf; Ca1Ilgory 11; Exp C, lIIlCIosed, MWFRS liable end xona; cantIIeIIer IeI'l and r1ght expoaed , and vertIcallel'l and "tlght uposed; Lumber OOL"1.33 pia.. grip DOL=1.33. 2) Truss designed for wind loads In ll1e plan.. of tile truas only For sluda axpcsed to lllind (normallD the face). "" MiTek "Standard Ga111 End Detail"_ a) TelL: ASCE NIB, Pf=25.0 pst (flat RlDf snow); Exp C, Fully Exp. 4) Unbalanced 8IIOW load. haw bMn considered tor this deslgn. 5) This truss has been daIoignOld for 2.00 times list roof load d 25.0 psi on overhangs non-<:oncurrentWllh other live laads 6) This truss MIl been dMillned fora 10.0 pat bottom chord he load nonconcunentwllh any D1herJlwlaada. 7) This t'uA requires plate im1peclion per tha Tooth Count Methcicl when this lnJs& III chosen for quality assurance inllpClclion B) Gable l8qulres continuous bottom chord bearing 9) Gable studs apac;ed II! 2-0-0 DC. 10) Aplale ratlnlrreduclion of 2Q'Jl. Ilas been IlPplled for the green lumber mernbel5, 11) ThIs truss Is t:Ie&lgnlld In accordance wfth 1he 2003 Intema1ionalBuildingCollesecllon2306.1andreferencedslandardANSIfT.PI1 LOAD CASE(S) Standard [ EXPIRATION DATE: 06-30-06/ June 10,2005 ..... ......-- ~dalp.-......JU<4D JWlD8 0II1'2m1A11J)DICIIDDI:I>_RBr.1I:UlItS ___'''of" _ va:. DeoignvalicUcr_ anly...tth J<.<<el:conMC1r:n.1hbdeoigllls based an/;' upon P"""""___ and It Iar"n incfMdual boJiding~. AR>licob1IIv of deoign ~__ ,,"" _per incorpc>rafiClh of _nlls IIlOpOIUibIIy or buldlng deslgnw - noI1russ des;gner. Bracing ""-' isb-Ialwalsupparl alildMduCII_ rnemben 0I1ly. Addllonallempcrmy _g 10 in.....labllily during cCll1Slrvc:tiane lhe....paroibIIly o/1he erector. _I ~ bfQc=~ .........a IfNc1\lre Is Ihe~ of.... builcfong d....~. fer _lll"idonce I1lgClIdng :a~':'~=="~n.soPlat.J=~ndD'=e; ~~~CllIetIcI. DU-89<U1d acsn IolIdlog Compoaenl 7777 G_cl<I..InI .. Sullo 1 !IV CiIruI HoighlI, CA. t5610 MiTek- 070 >zS' Q~ ..."- =00 -c ..~ ~.f :--:.." ()~G'lg'o~z! o-s..9!_oa SQ.i~6'(\)5'C1. Cl):;'....6::1():5~ Q.co ...go Q)90(;)()O ~ ~a8. ~ ~~~, 8 g,:vg M.!~ ~(Q RgQ'~'2 2Q,=-t:>Oo ..."..01/>...0:;: lD~CD9.00.i'i ...CD_CIlO-tO . Q:Q-<62 "" "'D::t::;. l:: g [g -~ f{;:r Ql 0. ::I "'i 5' ~s:: c 9. 2 CIl . Q !lo :" ~- ? it ::::; It ~ i i ::J lQ flJ1~iI ;!W~.... l ~ i! 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SiC:: Gl2- ~m ~~ ..,~ (l)CIl m;' ....."< !;b 0.0 0- ::l(J) .....0. ~:- ~~ IDo. "'(I) ~~ 9.::1 <our (I):l --+0 (il--+ 00 _"'0 ~"'O _if co 30" g! ~Q . ..." ti Q- ;8 2& cO og::J gr ja cili" lt~ !=-i C" cr 5' il: -: ~ Nt CI ~ :"l "'C: ::I':J 0- = III ::I~ 9.0 ~i ~~. :C5 Cllio co. ;3 30 CD;;;" oe ::f.i 00 O'g ~- o~ -::I 15'--+ ?Q. c 3 0' ~ I I . 0.....;; 02", ::> ~~~ n(l)3 _0.8: ~.~~ 000. Ii~i'i ...~o . 0 Ii -'" ~;; ;;rCD 5" . CD " "Tl ~oQ ~ Q)~ ...x 2.Cj'~ -so .~.,,::w ~~a 39. 015" 5.? ~g o 0" ex> 'J ()o. ~ TOP CHORD ?- !"Jl ~ 5N () ~ ;;~ (l)"" glO <::l g~ 3c (l)3 :>~ --+ - 5"2 cl:: oQl 0'" o~ a= ~~ :Tl: >::;: ZO <nO" --'< ~"'O =0 '0 o 2: [ ~9:~ 03.0 5'g.g, i;lo.c o~--+ -3m (1)0- Cil ~ g 'g cg 15' -0 o~ :r 0.?<;0" <fi 0'"::10 '<9.(1) ::I' >"'0 ~ ZO - c ~i5.2 (Q ":::l~", 0 ~60 ~ ~8 3 9.0 g. 0'::1' 0 a 3= ~ ~~a Olll.s. 3 ;;<0 0. ~ !~~ 0' a!llQ !ll (I)(I)~ '" BOa 0' =-5=0 0" g,::I- (!) "'0 l: 2: Q s.~; eD<5 !"'iA...... g~ 1<5 0::1 -go ~5' OCD ~g ~9: gr3 0. o "'D () 5~ ;;0 o en 'en ~~ ~ 3 gO'" ~ 0 0- . z lit g:g>Qg,Q > 0. 3lS"::> z CD-,<~;;r!( c S~g ~~ g ~l! i):fom "'-....9.0 ~ (pO<Dn )0- o 0' :f A.=. ::f :"'"a:r:(j)~ 0 ::I's-P-- z a:':' ~ Sl ~ m !2.g ;; 2';r '< '" . '" ~ ViJ~. o . .:;:' --= (N r-:> ~z Q(I) 0< 7<"!ll 3(1) Ox _0 C1lCII 5"& "'- g~ :fit 0", 0.10 2:::l 85" _0 ~~ [~ 00 8.~ 2'0 ~a l!::I . Gl < ~ 0.> lio. 00. g~ 9.5 0- .... '" x- ,g. [Sl C'l"< 5'~ <00 ;",12 oJ ~~ ~s. ...2 E~ ~~ &(1) . 3 lD'~ (l)1Q CD' () ~ J 1: ::> '" ~ (I) ~ : :-' :-' Q. ~ ii/ ~ ~ ::> 5" z c 3 0- CD ... -- ~ CO en ~ !l- CD 3 0"" De. 32" o~ CQ~ ~O 0.... "'0 -v= (DO ~~ on :::20 e.c:: 5'6: cn -<0 c:: ... ~ "v .. o 'tJ ~ ~ I> Q CD :J (1) ... C en C .... CD :< z o .... CD en Prescriptive Approach - Simple Form For the Washington State Energy Code (2003 Edition) Climate Zone 1 Site Information Building Department Use Only' Lot: ~~3 Address: ~ l:::e. \ l 'Nf2- ~~ Cit~ee:4 ~~ kg :5 State: u..A. Zip: 9''8'' ~b "3 Contact: ~eAv.J~~~ Phone: ~~({'f)~ 7f'cy"- ~3 Permit#: Phone 2: Fax: (UnllIDlted azmg )T tlOn ny Glazing Glazing U-Factor Door9 Wall Wall Wall Slab4 Option Area 10 U- Ceiling2 Vaulted Above Int4 Ext4 Floor5 On % of Floor Verti cal Overhead Jl factor Ceiling3 Grade Below Below Grade Grade Grade III Unlimited Group R-3 0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-IO R-30 R-I0 Occupancy Only Table 6-1 PRESCRIPTIVE REQUIREMENTS 0,1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 01' O' 01) See the code text for footnote references This project complies with the following: ./' The project is a single family residence or duplex. ./' The project is wood frame OR all of the insulation is interior or exterior of the framing. ./' All building components meet the requirements listed in Table 6-1, Option III. ./' The project will meet all other provisions of the WSEC and VIAQ. The project will take advantage of the following exceptions to the prescriptive option: o 602.6 Exception 1. One door, that is 24 ft.2 or less, that does not meet the standards is allowed. Location of the door taking this exception o 602.6 Exception 2. Doors with a U-factor of 0.40 allowed without calculations, Option III only. 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[J) o o H t:tl '0 n:Ul<! o~ 30 'OCo o-<~o ~[J) ~~t:tl tH1S ~ H :u 12: ~HQ [J)Z CUJ'O ~~; H >-l :ut:J, ~~ [J)[J)l<! cn~ o-<:ucn ~HH [J)'Otl 'Oj~ 00::1 3ZH ~ 1:: Z ~ [J) i .... >-l ::;~i:8E; 'O:UZZt:J o-<n~>-l:U ~:u:u~ Zo-< :<>[J) C n[J) :<:. ~ tJj 0 ~ . :u . :u '0 o :U'" ~, ~~ Qo ~'" 0-<- ~ UJf-" W n'O H:U ~~ ..,'" :<> o:u "1~ t:J OOQQ\.O U1~~ ~ I In t'" w ow OO::x::()~ 0' 0 OO~~ o~tI:lO~ ~ I 00 ~ t-+ OO-J tI:\H ..JIHmZ "'Z ~ :;dlnH tI:I o. Z m (J)~ n~ w Zo ~, :>:0 o [J)O "10 :u w ...., H 1Il 'O'O[J) g;g;ijj ZZt:J ~~H < H H ZZ [J)[J) '0'0 ~~ nn ~~ OH :UO .. Z <-<~ ~8 ~;>; [J)~ ~ 0-< 0-< H ~ :u 0-< "' w '" o '" a:> w , a:> a:> '" 1Il t:J'O :<>:<> ~Q ~~ ... , H a:> , o ",w ,pORT~ $:4.'-~~~ ha ~ -- ~~ 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: Application type description Subdivision Name Property Use . . . . Property Zoning . . . Application valuation 05-00000687 Date 069362 913 MADELINE ST 06-30-01-7-6-0230-0000- RES NEW SFR 1/09/06 RS9 RESDNTL SINGLE FAMILY 144700 Owner Contractor GLC HOMES INC. 121 TAYLOR CUTOFF SEQUIM (360) 683-8865 Other struct info G L C HOMES INC RD. 1975 SW 1ST SUITE H WA 98382 PORTLAND OR 97201 TOTAL % LOT COVERAGE NUMBER OF STORIES LOT SIZE TOTAL LOT COVERAGE NUMBER OF.UNITS 25.90 1.00 9004.00 2332.00 1. 00 ~ Permit FIRE SPRINKLER RESID Additional desc Permit pin number 68536 Permit Fee .00 Plan Check Fee .00 Issue Date 1/09/06 Valuation 0 Expiration Date 7/08/06 'l~~ \~~ ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- '<- ~~~... ~~ , ~\. ' 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. All homes in new subdivisions that are outside of the Fire Department four-minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA). 08/11/2005 05:19 PM SROBERDS -- The proposal will result in a s.f. res in the RS-9 zone for total lot cov of 25%. No land use issues are noted. The correct subdivision name is THE ESTATES AT MILWAUKEE. Electrical load calculations and elctrical permits are required. Connection fee $222.00 08/03/2005 08:47 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 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 RES UNDERGRND SERVICE FEE SEWER SYSTEM DELV CHARGE 222.00 745.00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction orwork 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. J~/lj3 Signature of Contractor or Auth Signature of Owner (if owner is builder) Date T:\Policies\! 102_ 15 building permit inspection record05. 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 I NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE 1 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 WALL/HOLD DOWNS WALLS 1 ROOF 1 CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB I WALL 1 FLOOR 1 CEILING I MECHANICAL HEAT PUMP 1 FURNACE 1 DUCTS GAS LINE WOOD STOVE 1 PELLET 1 CHIMNEY FINAL DATE ACCEPTED BY: COMMERCIAL HOOD 1 DUCTS MANUFACTURED HOMES FOOTING 1 SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT #'s SEPA: PARKINGILIGHTING ESA: LANDSCAPING SHORELINE: FINAL.INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R. W. 1 PWI 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_ I 5 building permit inspection record05.wpd [1/4/2005] ~'C ...t>ORT """~ t~~ na ~-- ~-;-~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 05-00000687 Application pin number 069362 Page 2 Date 1/09/06 ---------------------------------------------------------------------------- Other Fees STATE SURCHARGE PW WATER SYSTEM USE FEE 4.50 1025.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1996.50 1996.50 .00 .00 Grand Total 1996.50 1996.50 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work 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 Owner (if owner is builder) Date Signature of Contractor or Authorized Agent Date T:\PoIicies\11 02_15 building permit inspection record05. wpd [1/4/2005] 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 LOCA nON. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE 1 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 ALL/HOLD DOWNS WALLS 1 ROOF 1 CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING I MECHANICAL HEAT PUMP 1 FURNACE 1 DUCTS GAS LINE WOOD STOVE 1 PELLET 1 CHIMNEY FINAL DATE ACCEPTED BY: COMMERCIAL HOOD 1 DUCTS MANUFACTURED HOMES FOOTING 1 SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT #'s SEPA: PARKINGILIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W.I PWI 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\I 102_15 bUlldmg permit mspectlOn record05.wpd [114/2005] BUILDING PERMIT - APPLICATION l'UK Urf"lClAL USE ONLY: Date R.ec.:U 6' IOC/) Pemlit #: tJ~, /i?~1- Date Approved: Date Issued: Fill out COMPLETELY and in INK. Your applicatior:. and site plan MUST BE COMPLETE to be accepted for review. If you have any qnestions, call PERMITS (360) 417-4815 FAX(360)417-4711 Applicant or Agent: \J: ,^c. Q. ~ + 15.e.. fr3 ~/""- Owner: (? L c.... I-l 0 \rY\.. .e...S Address: l 2..IT c;.7 lor- C (....../- a1+ City: S ..Q.. ~I '-^- ; VVL Architect/Engineer: Phone:_ Contractor ) N AI 0.,) IJ TE f) i=- I R..E. State License #:lNN 0 II/FsO '"'ti.g:/!... t;/I </ (J b Phone: i..J S 2. - ? J'B '3 Address: 81 New ~Lle.'-t L"" City: ?6v-f/)~j tilLS Zip: 9'f!.,362- PROJECT ADDRESS: . q 1:5 . M (Ad.e l [- '^ R __ 23 Phone: 3' bO - 1...,/ S 2. - 7S9 3 Phone: Zip: 9838 ~ ZONING: LEGAL DESCRIPTION: Lot: CLALLAM COUNTY PARCEL NUMBER: Block Subdivision: Credit Card Holder Name: Billing Address: Credit Card Type VISA MC # TiTE 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: City: Exp. Date: SIZEN ALUATION: SF. @ $ /SF. = $ SF. @ $ /SF. = $ SF. @ $ /SF. = $ TOTAL VALUATION $ h2. S SO. 0 () ,....- r S t LJ I-lttr-e- 'j/triL-c K I~'^ S~ s. ~ o Stove o Garage o Deck o Other Ik. ~+c..' I COMMERCIALIRESIDENTIAL: Occupancy Group: No. of Stories: Lot Size: Total lot coverage Existing Sq. Ft. Occupant Load: & Proposed Sq. Ft. Construction Type: = TOTAL Sq. Ft. % APPRO V ALS: PLAN: BLDG: DP'WU: FIRE: OTHER:_ PLANNING USE ONLY: ESAfW etland(s): 0 Yes 0 No SEP A Checklist required? 0 Yes 0 No Other: VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. TIlls figure will be reviewed and may be revised by the Building Division to comply v<.>ith current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE: IF a plan check fee is due it must'hesubmitted 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 v<.>ithin 180 days of the date ofapplication, 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 R1 05.3.2 of the International Building/Residential Code, 2003). No application can be eA'tended 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 det~T~e what permits are required ,not the City's, and that I must obtain such permits prior to work. T:\Pohcies\BL-l102_13.wpd Applicant: V~)}. B~ Date: J 2.. ) 14o.s.' OC4 -02.- 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: 913 Madeline - Installer: Innovated Fire Sprinkler Installer Telephone: 452-7583 '~----" Type of System: Open 130 13RO 13 D IZI "'~. ~~ ".... Date: 1.9.2006 P AFD Permit #: 06-02 We have checked this plan and find that it conforms to the requirements of the code. A pressure reducing valve is required for this system tie-in at the toilet. 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 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 NFP A Standard. This 13D system will require a measured flow test. ~ o o Contractor Reviewed by: ^&~ \ Date: ~ - ct. Z.COG Building Department Fire Department , , Fire Sprinkler System Plan Innovated Fire Sprinkler Systems 81 New Haven Lane Port Angeles, WA., 98362 (360) 452-7583 December 15, 2005 For: GLC Homes Location: 913 Madeline Port Angeles, WA., 98363 Contractor: GLC Homes 121 Taylor Cut Off Rd Sequim, WA 98382 La-'1 23 12. 13. 14. 1'5. r:: n r\ r' 13 0 HYDRAULIC CALCULATION~ Worksheet For I" CPVC Pipe Two heads require 26 gpm flow at designed pressure. One head requires 18 gpm flow at designed pressure. {+ 1. 2. 3. 4. 5. ..- - {.. "(...., ..~ ;- .,,~ ~ C:,~ "I,. , J .- ""'Q' ,,,:<1io,, sr:::;,,<\ ,>" Pipe size = II" ] CPVC (friction loss .1067). . l)-'h/~;r>7.i)dS Water pressure at street (2) = !eJQ pSI. .J/~//::'_-:" Meter friction loss (3) = q psi (see Table 4-4.3d NFPA 13[ (2) /0 d minus (3) <9 (4) =9 I psi remainin Loss from street main to control valve /2.0 feet X I .1067 I = j';2, go feet (see friction Joss chart). (4) CJ J minus (5) /2,56 - (6) -; 8.20 . - Elevation loss (building & street) - 12. feet X .434 = (6) I P. 2--0 minus (7) ,)_;z, I - 7~ 1'99 Total length of pipe from control valve to the farthest sprinkler = X I .10671 = .J" 2-0 psi. (8) 7 :2 . 99 minus (9) 3. 2 Q - (; 9, 7 C] psi remainin~ Equivalent length for valves and fittings (meter to farthest sprinkler head): Iw~ Number Equivalent 1 " T run S X IT] = 1 " T Branch 2. X [IJ = 1" 90 Elbo.w 3 X w = 1" Coupling I X CCJ = 1" 45 Elbow () X IT] = 1 " Gate Valve . ! X m = . (11) Total Feet :: Cd 6. 7. 8. 9. psi remaining c 2- ~ ; I psi psi remaininc 30 fe; 10. 11. S t() ZJ J o f . .. f~ ~ ~ Jee"f~ ~.". ~!lJ3+ 3/2'/G:~ Loss in fittings (11) .se feetX/.10671 = L.-j.OS pSI. (10) h 9 t' I C] minus (12) LI. 0 S = h s: <- C7 psi remaining. PSI remaining (13) G -5: .? '7 minus 3~ '-I (loss in riser) parts = G /' 23 c;. (14) ~ /, ~ C) is more than the minimum design psi required for 2 or 1 sprinkler heads operating. Riser Parts Needed Information: Potter flow switch 2.4 psi Soft seat valve 1.0 psi Type of sprinkler head T: c- o.L r-- GPM & pressure 1 st head 16- GPM & pressure 2nd head ~ 3/4" water meterve ' or no) .S P R.l NKLE.R MAN \ ~OLO C?J py C~? . TO..J~_EAD5 . I~ ~~r ee.__ .____. j 0 . . .. _.9:-AJrG- 15-- . _. e.. l< :. ~ -.........-.... . 0 R.AI N_ R TEST _VA L V -(PLVMB.EDTO. OVT-S/O~) -e..e- JE . _J~l;o.~.L..SW_LT.CH._H -or=-r= --- -~- V_E______._ ~tQ.N.. .... ----_.-- --._-- .J :_\ _ _ ... ________________._._. u. . n_ 1 .1 ( _ P \. P 6. . 00 -e--' ~ / -. ~ ~: ._.. H - - - . _._~.Llf!j pr_ _ __ '"G~;; . '_'_uP ~ - ---- -- ---__..__.._. .4________.___.. ____ __ _. .. 51 G.lV ~ 0 B Y.: _ h_ _. - -. -. - -_. - - . -. - ... .- ~ ~\ 0 V ATE D F \ R E. S .? R\ l\\ K L E RS . . ._ . F B-.OJV\. fv1 - T' ,- ',J . _ -- -... " _ . . C .. ::.. ~ tqeD / Fire & Building / Products Direct Sales (Central): Tel: (800) 523-65121 Fax: (215) 362-5385 Distribution Sales (Gem/Star): Tel: (800) 558-52361 Fax: (800) 877-1295 Technical Services: Tel: (800) 381-93121 Fax: (800) 791-5500 ? --..) Series LFII Residential Concealed Pendent Sprinklers~ Flat Plate 4.2 K-factor General Description The Series LFII (TY2596) Residential Concealed Pendent Sprinklers are decorative, fast response, fusible sol- der sprinklers designed for use in resi- dential occupancies such as homes, apartments, dormitories, and hotels. The cover plate assembly conceals the sprinkler operating components above the ceiling. The flat profile of the cover plate provides the optimum aestheti- cally appealing sprinkler design. In ad- dition, the concealed design of the Se- ries LFII (TY2596) provides 1/4 inch (6,4 mm) vertical adjustment. This ad- justment reduces the accuracy to which the fixed pipe drops to the sprin- klers must be cut to help assure a perfect fit installation. The Series LFJI are to be used in wet pipe residential sprinkler systems for one- and two-family dwellings and mo- bile homes per NFPA 130; wet pipe residential sprinkler systems for resi- dential occupancies up to and includ- ing four stories in height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13. The Series LFJI (TY2596) has a 4.2 (60,5) K-factor that provides the re- quired residential flow rates at reduced pressures, enabling smaller pipe sizes and water supply requirements. The Series LFII (TY2596) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance fOf occupants to escape or be evacuated. The Series lFII (TY2596) Residential Concealed Pendent Sprinklers are shipped with a Disposable Protective Cap. The Prot~ctive Cap is temporarily removed for Installation, and then it can be replaced to help protect the sprinkler while the ceiling is being in- Page 1 of 4 stalled or finished. The tip of the Pro- tective Cap can also be used to mark the center of the ceiling hole into pIas- ter board, ceiling tiles, etc. by gently pushing the ceiling product against the Protective Cap. When the ceiling in- stallation is complete the Protective Cap is removed and the Cover Plate Assembly installed. WARNINGS The Series LFII (TY2596) Residential Concealed Pendent Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the app/ica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the integrity of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. Sprinkler/Model Identification Number SIN TY2596 Technical Data Approvals: UL and C-UL Listed. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.2 GPM/psil12 (60.5 LPMlbar1/2) Temperature Rating: 160oF/710C Sprinkler with 1350F/570C Cover Plate JULY, 2002 - ~ Vertical Adjustment: 1/4 inch (6,4 mm) Finishes: Cover Plate: Flat White, Bright White, Chrome, or Custom Physical Characteristics: Body. . . . . . . . . . . . Cap. . . . . . . . . . . . . Saddle . . . . . . . . . . . Sealing Assembly . . . . . . . . . . Beryllium Nickel wI Teflont Soldefed Link Halves . Nickel Lever . . . . . . . . . Bronze Compression Screw . . . . . . Brass Deflector . '" .... Bronze Guide Arm Frame .. . . Bronze Guide Arms .. Stainless Steel Support Cup . . . . Steel Cover Plate ... .... Copper Retainer . . . . . . . . . . . . Brass Cover Plate Ejection Spring . . . . " ..... Stainless Steel . Brass Bronze . Brass tDuPont Registered Trademark TFP440 Fa~e 2 of 4 Operation When exposed to heat from a fire, the Cover Plate, which is normally sol- dered to the Support Cup at three points, falls away to expose the Sprin- kler Assembly. At this point the Deflec- tor supported by the Arms drops down to its operated position. The fusible link of the Sprinkler Assembly is com- prised of two link halves that are sol- dered together with a thin layer of sol- der. When the rated temperature is reached, the solder melts and the two link halves separate allowing the sprin- kler to activate and flow water. Design Criteria The Series LFII (TY2596) Residential Concealed Pendent Sprinklers are UL and C-UL Listed for installation in ac- cordance with the following criteria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the 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 13D 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 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the the four most hydraulically de- manding sprinklers. The minimum re- quired discharge from each of the four sprinklers is to be the greater of the following: · The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. · A minimum discharge of O. 1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in TFP440 '1 Minimum Flow (b) and Minimum Flow (b) and Maximum Maximum Residual Pressure Residual Pressure Coverage Spacing For Horizontal Ceiling For Sloped CeIling Area (a) Ft (Max. 2 Inch Rise (Max. 8 Inch Rise Ft. x Ft. (m) for 12 Inch Run) for 12 Inch Run) (m x m) 160oFn1 oC 160oFn1OC Sprinkler Sprinkler 12 x 12 12 13 GPM (49,2lPM) 18 GPM (68.1lPM) (3,7 x 3,7) (3,7) 9.6 psi (0,66 bar) 18.4 psi (1,27 bar) 14x 14 14 14 GPM (53,0 lPM) 18 GPM (68,llPM) (4,3 x 4,3) (4,3) 11.1 psi (0,77 bar) 18.4 psi (1,27 bar) 10x 16 1 16 16 GPM (60,6lPM) 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 y 1~ 18 20 GPM (75,7 lPM) N1A (5,5 x 5,5) (5,5) 22.7 psi (1,57 bar) 2Ox20 20 24 GPM (90,8 lPM) N/A (6,1 x 6,1) (6,1) 32.7 psi (2,25 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (lPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LF" (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 LFlI (TY2596) must be in- stalled in accordance with the follow- ing instructions: NOTES Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler by the frame arms only (ie., do not apply pressure to the fusible link Assembly). A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 tUbs. (9,5 to 19,0 Nm). A maxi- mum of 21 fUbs. (28,S Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over-tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Step 1. The sprinkler must only be installed in the pendent position and with the centerline of the sprinkler per- pendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant ap_ plied to the pipe threads, and using the W- Type 18 Wrench shown in Figure 2, install and tighten the SprinklerlSup- port Cup Assembly into the fitting. The W-Type 18 Wrench will accept a 1/2 inch ratchet drive. Step 4. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Protec- tive Cap helps prevent damage to the Deflector and Arms during ceiling in- stallation andlor during application of TFP440 CAP BODY (1/2" NPT) - SADDLE SUPPORT CUP WITH ---- ROLL FORMED THREADS GUIDE ARM GUIDE ARM FRAME 1 I I 1 I I I I I I I I I I ,..ILf 'L.JL, l.........r~---""""'--~____-.../ DEFLECTOR -./ SPRINKLER/SUPPORT CUP ASSEMBLY THREAD INTO SUPPORT CUP UNTIL MOUNTING SURFACE IS FLUSH WITH CEILING o o SOLDER TABS (3) COVER PLATE/RETAINER ASSEMBLY FIGURE 1 SERIES LFII (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER )-- 2-1/2" DIA. I \ (63,5 mm) 1/2" NPT FACE OF SPRINKLER FITTING 1-718"",1/8" (47,6 mm :lc3,2 mm) ~ COVER- SPRINKLER- RETAINER SUPPORT CUP ASSEMBLY ASSEMBLY 3-1/4" DIA. (82,6 mm) =r---r MOUNTING 3116" J SURFACE (4,8mm) TIP Page 3 of 4 5 SEALING ASSEMBLY WRENCH RECESS SPRINKLER WRENCHING AREA o COMPRESSION SCREW PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA LEVER FIGURE 2 W-TYPE 18 SPRINKLER WRENCH SOLDER LINK ELEMENT DEFLECTOR (OPERATED POSITION) RETAINER WITH THREAD DIMPLES EJECTION SPRING COVER PLATE SPRINKLER. SUPPORT CUP ASSEMBLY OPERATED SPRINKLER COVER PLATE RETAINER ~ 718" (22,2 mm) 1-118" (28,6 mm) 1 DISPOSABLE PROTECTIVE CAP DEFLECTOR IN OPERATED POSITION FIGURE 3 SERIES LFfI (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER INSTALLA nON DIMENSIONS / PROTECTIVE CAP / ACTIVA TED DEFLECTOR ~ag~ 4 of 4 the finish coating of the ceiling. It may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Cap. NOTE As long as the protective Cap remains in place, the system is considered to be "Out Of Service "- Step 5. After the ceiling has been com- pleted with the 2-1/2 inch (63 mm) diameter clearance hole and in prepa- ration for installing the Cover Plate As- sembly, remove and discard the Pro- tective Cap, and verify that the Deflector moves up and down freely. If the Sprinkler has been damaged and the Deflector does not move up and down freely, replace the entire Sprin- kler assembly. Do not attempt to mod- ify or repair a damaged sprinkler. Step 6. Screw on the Cover Plate As- sembly until its flange comes in con- tact with the ceiling. Do not continue to screw on the Cover Plate Assembly such that it lifts a ceil- ing panel out of its normal position. If the Cover Plate Assembly cannot be engaged with the Mounting Cup or the Cover Plate Assembly cannot be en- gaged sufficiently to contact the ceil- ing, the Sprinkler Fitting must be repo- sitioned. Care and Maintenance The Series LFII (TY2596) must be maintained and serviced in accord- ance with the following instructions: NOTES Absence of an Escutcheon Plate may delay the sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be shipped or stored where the tempera- ture will exceed 100oF/380C and they must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified or over heated sprin- klers must be replaced. Care must be exercised to avoid dam- age - before, during, and after instal- lation. Sprinklers damaged by drop- ping, striking, wrench twisVslippage, or the like, must be replaced. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. NOTE The owner must assure that the sprin- klers are not used for hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. TFP440 G IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND A L OTHER WARRANTIES EXPRESS OR IMPLIED. INCLUDING WARRANr:~S OF MERCHANTABILITY AND T- NESS FOR A PARTICULAR PUR- EQ$E.. Ordering Procedure When placing an order, indicate the full product name. Contact your local dis- tributor for availability.. Sprinkler Assembly: Series LFfI (TY2596), K=4.2, Residen- tial Concealed Pendent Sprinkler with- out Cover Plate Assembly, PIN 51-122-1-160. Cover Plate Assembly: Cover Plate Assembly having a (spec- ify) finish for the Series LFII (TY2596), K=4.2, Residential Concealed Pen- dent Sprinkler, PIN (specify). Chrome. . . ... . .. . . '" .. .. PIN 56-122-9-135 Bright White. . . . .. ...... . .. PIN 56-122-4-135 Rat White. . . . ...... . ... .. PIN 56-122-5-135 Custom. . '" . ... ..... " " PIN 56-122-X-135 Sprinkler Wrench: Specify: W-Type 18 Sprinkler Wrench, PIN 56-000-1-265. TYCO ARE PROOC)CTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 " @ ~POITER SELLS PBA-AC & PBD-DC Jotter Electric Signal Company ~081 Craig Rd./P.O. Box 28480 ;f. Louis, MO 63146 314)878~3211 (800) 325-3936 Potter Electric Signal & Mfg. L TO 1967 Leslie Street Don Mills, Ontario, Canada M3B2M3 (416) 441-1833 Ul LISTED, FM APPROVED Sizes Available: (0 8", and 10' ,<::) ~:...-~~~}~~~~~:., '. .. -. .~~,l~. . ..... .: .... >~:~~...): .~.:r'I' ~!ff*~f$~'.:;~"~::".:..~~> ,~:- '. , .':\.::..:5\:.' :%fJ:f ~~J..:~....~:~:.~.:.:. :. ", ':'.: '.:;:-. .f':':":'"'""':.:1...:~'.':.;L!~"':;>..;.fi."J .;:': ;.... . '. ..: ..:...,.:...... .'::.\o:~.......~~'~.::..g~I" ....:.. .......- Voltages Available: ~ 20VA 12VDC (102 to 15.6) Polarized 24VDC (20.4 to 312) Polarized . .: .. . ~ ... . ~ '". ". Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or Outdoor Use (See Note 1) -400 to 1 50 of (outdoor use require weatherproof backbox) Termination: 4 No. 18 AWG stranded wires 6" BELL SHOWN Finish: Red powder coating Optional: Model 8BK-1 weatherproof backbox lese vibrating type bells are designed for use as tire. burglar, or general signaling devices. They have low power lOsumption and high decibel ratings. The unit mounts on a standard 4- square electrical box tor indoor use. or on a model 3K-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 PBDl26 1706012 _12A 8S 7S 8 12VDC PBDl28 1708012 _12A 90 75 10 12VOC PBD1210 1710012 .12A 92 75 6 24VOC PB0246 1706024 .06A 87 75 8 24VOC PB0248 1706024 _06A 91 79 10 24VDC PB02410 17100.24 .06A 94 79 6 24VAC PBA246 1806024 .17A 91 75 8 24VAC PBA248 180802<4 .17A 94 75 10 24VAC PeA2410 18100.24 .17A 94 75 6 120V AC PBAl2Q6 1806120 .OSA 112 82 8 120VAC PeA 1206 1806120 .OSA 119 82 10 120V AC PBAI20IO 1810120 .OSA 99 85 ~athe(p(oot backbox model BBK-l Stk. No. 1500001. e$: Minimun> <l8 ,.0''''<)' a.e calcul.o.e" (,om ""e9'a'ed sound p'e.SUfe meUUfemeol. m.ade a' Und_,illlls Lat>o<alO1Wts a. S(>eCJfoe" in Ul 51anda'd .~. UL lelTlpe(~h.ffe fal'lge .s .30" to 1 so"r. Typ<a' 06 'ah,,\/, a'e C.lcula'~ I.om measu.emenc. m.a<le with a COOVenfio..af s.ouo<llevel mele.aod ..e ""''''''Civ<I 01 OUlpullevel. in... ac1ual ins.a''''CoQIl. NTEO IN USA MKT. <<6650001- REV K MFG. <<$400776 - 4194 PAGE 1 OF 2 . , ~POTTER Potter Electric Signal Company 2081 Craig Road. P.O. Box 28480 St. Louis, MO 63146-4161 :314) 878-4321 · (800) 325-3936 o VSR-SF VANE TYPE WATERFLOW FOR SMALL PIPE ALARM SWITCH WITH RETARD Potter Electric Signal & Mfg. LTO 1967 Leslie Street Don Mills, Ontario, Canada M382M3 (416) 441-1833 ., >TK. NO. 1113000 J.S. PAT. NO. 3921989, CANADIAN PAT_ NO. 1009680 )THER PATENTS PENDING. UL, ULC, CSFM USTED and NYMEA ACCEPTED Service Pressure: Up to 250 PSI Minimum Row Rate for Alarm: 10 GPM Maximum Surge: 18 FPS Enclosure: Oie~ red enamel finish Cover held In place with tamper resistant screws Contact Ratings: 2 sets of SPOT (Focm C) 15.0 Amps at 125f2S0 VAG 2.0 Amps at 0-30 VDC Conduit Entrances: 2 knockouts provided for 112' conduit Usage: Usted Plastic, Copper and Schedule 40 Iron Pipe Fits pipe sizes - 1", 1 1/4", and 1 112" Note: 8 paddles are furnished with each unit. one for each pipe size of threaded or sweat TEE. one for 1" CPVG, and one for 1 112" polybutylene (GTS-Gopper tubing size) Environmental Specifications: Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. N EMA 4 Rated Enclosure - use with appropriate conduit fitting. Temperature Range: 40' F/l20" F (4.5' C/490 C) Caution: This device is not intended for applications in explosive environments Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFP A-130 Residential'occupancy up to four stories NFP A-13R National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch, or{Jer Stk. No. 0090018 -he Model VSR-SF is a vane type waterflow switch lor use on wet ;prinkler systems that use 1", 1 1/4", or 1 112" pipe size. The unit nay also be used as a sectional watelflow detector on large .ystems. -he unit contains two single pole double throw soap action .witches and an adjustable. instantly recycling pneumatic retard. ne switches are actuated when a now 0110 gallons per minute or rlOfe occurs downstream of the device. The now condition must ,xis{ for a period of time necessary to overcome the selected retard >eriod. NST A{.LA TION: These devices may be mounted in horizontal or ertical pipe. On horizontal pipe they should be installed on the top ide of the pipe where they will be accessible. The units should not >e installed within 6" of a valve. drain 0( fitting which changes the lirection of the waterflow. The unit has a 1" NPT bushing for ,reading into a noo~rrosive TEE. See Fig. 2 for proper TEE ize, type and instaltation. ;aew the device into the TEE fitting as shown in Fig. 2. Care must -e taken to properly orient the device for the direction of waterftow. The vane must not rub the inside of the TEE or bind in any way. The stem should move freely when operated by hand. The device can also be used in copper or plastic pipe installations with the proper adapters so that the specified TEE fitting may be installed on the pipe run. fNSPECTION AND TESTING: Ched< the operation of the unit by opening the inspector' test valve at the end of the sprinkler line or the drain and test connection. if an inspector's test valve is not provided. If there are no provisions for testing the operation of the flow . detection device on the system. application of the VSR-SF is not recommended or advisable The frequency of the inspection and testing and its associated protective monitoring system should be in aocordance with the applicable NFPA Codes and Standards and/or authority having jurisdiction (manufacturer recommends quarterly or more frequenlly). PAGE 1 OF 2 'RINTED IN USA MKT. '8800003 - REV J MFG. '5400802 - 8195 '(I '100.."'.... CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ~21 EAST 5TH STREET. PORT ANGELES. WA 9R~62 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning , . . Application valuation 05-00000687 Date 069362 913 MADELINE ST T6-30-00-1-0-4600-0023- RES NEW SFR 9/01/05 RS9 RESDNTL SINGLE FAMILY 144700 Owner Contractor GLC HOMES INC. 121 TAYLOR CUTOFF SEQUIM (360) 683-8865 Other struct info G L C HOMES INC RD. 1975 SW 1ST SUITE H WA 98382 PORTLAND OR 97201 TOTAL % LOT COVERAGE NUMBER OF STORIES LOT SIZE TOTAL LOT COVERAGE NUMBER OF UNITS 25.90 1. 00 9004.00 2332.00 1. 00 -~-------------------------------------------------------------------------- permi t . . . . . Additional desc . Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL BEST/ 2332 SQFT SFR. 59188 BEST ELECTRIC 143.20 9/01/05 2/28/06 Plan Check Fee Valuation .00 o ~ "'- Lv Qty 1. 00 3.00 Unit Charge Per 73.0000 ECH 23.4000 5C EL-R-SQFT FIRST 1300 EL-R-SQFT ADDITIONAL 500 Extension 73.00 70.20 ~ ~ ~ ---------------------------------------------------------------------------- Special Notes and Comments Building address sign shall not be less than 6" & not more than 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. All homes in new subdivisions that are outside of the Fire Department four-minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA). 08/11/2005 05:19 PM SROBERDS -- The proposal will result in a s.f. res in the RS-9 zone for total lot cov of 25%. No land use issues are noted. The correct subdivision name is THE ESTATES AT MILWAUKEE. Electrical load calculations and elctrical permits are required. Connection fee $222.00 08/03/2005 08:47 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 with exposed aggregate allowed in the City COMIvlENTSI ACTION NEEDED ELECfRICAL PERMIT INSPECfION RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO UnCt1 lUll JeyH_IN / CUY~K SERVICE FINAL I I GENERAL COMMENTS: PW-II02.lS [4196] "(J '\00..",;10'" CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION .12\ EAST 5TH STREET. PORT ANGELES. WA 98.162 Application Number . . . . . 05-00000687 Application pin number 069362 Page Date 2 9/01/05 ---------------------------------------------------------------------------- Special Notes and Comments 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 143.20 143.20 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 1917.70 1917.70 .00 .00 COMMENTS/ACTION NEEDED ELECfRlCAL PERMIT INSPECTION RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED, KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE NO DATE COMMENTS GENERAL COMMENTS: PW-II02.1:5 [4196] 0.1t~ . ELECTRICAL WORK PERMIT APPLICATION I:J Owner Instillation dellcription Cl Commercial I:JNew C Altered! Addltlon ~33.;t sa, F7: DWEt-(...$7U &, ~ 1-1'19 IJ Cash 0 Check # o Credit Card VIsa cMastercar-;U Discover Card# 01\.)_ ;;J::?C________ con rutor or ctettrlo:al i1.d.mlRl.tntor Date: S -3' Expiration Date Service Information t ~NO OA CHANGES D Bsbosrd ~W Furnace J.VW C Hoot Pump _ Ton _ LAR Q Fon.Wall 'I'm IJ Ovorhe.d Service a Temp Servloe a Underground Service Vollog. Ph... C 1 IJ 3 Sorvl.. Slz.: _ F..der Slz.: SAME DAY INSPECTION. CALL BEFORE 7:00 AM 360-417.4735 \. r ROUGH-IN r /'L'7:MonAT r SERVICE I~.j~"?/o~ A1t.f2 N,'t-"3,C~ Att2 l'Z-k~J..,,, I~,JJ '- J).la I '- / Dltl / Appl'tlvOll 6~ , ,/o_tu r FINAL~ r DITCH FEEDER 7'I~f/... pp~.d , . ~/s /OJ tkP 0.. ....~"'voclB)' ./ DlIO APIlTlIVad9y./ 1 nspection Area, Building or Equipmentln,pected Action Taken Eleculcal Date l,n!lp~cto~, Cf- / - 05 C"J ,L - (?;) JU/cYliL-r(':hU ko ~4{ Z- Z. 7~ s:o- ----- /JfLO f11~7~t>b f' ItV /I L- DI1 -V--C '\ .J' h1/J $/.$11n ...... . . / . .. 109d S8LS 2:89 092: 3<:tt:::lMUctt:::lHUctl:::l)tOOCl Wt:::l 2:~:Bt SB0Z-1z:-9nt:::l ELECTRICAL INSPECTION WIRING REPORT 417-4735 DATE I PERMIT # 6 87 I INSPECTOr ~ 1-/-7-06 05- OWNER/CONTRACTOR f3l?.s T EI-ec:.., ADDRESS '1/:2. n,.;c:!e L l~< APPROVED NOT APPROVED o .................... DITCH. . . . . . . . . . . . . . . . . . . . 0 0.. . . . .. . . . .. . . . . ROUGH IN/COVER. .. . . . . . . . . . . . . 0 o. . . . . . . . . . . . . . . . . . . . SERVICE. . . . . . . . . . . . . . . . . . . 0 o. . . . . . . . . . . . . . . . . . . . . FINAL. . . . . . . . . . . . . . . . . . . .,g-' CORRECTIONS NEEDED: ([>CrFJ:. fA-' k'Tc~e~ 4-,/1"'-'0/ re.::Je.r @ -4'" *. .-.. ."...., r-,ahv,- '7AZ _''''~[ ,--y"_G.- oL--,&..- (.. -.J. .l I-let4 7 (J0".., P ,A./O 7' l,v.s/ "111 e d NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - .. OLYMPIC PRINTERS, INC. (360) 452-1381