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Home My WebLink About817 Joshua St - Building CITY OF PORT ANGELES DEP AR TMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 32 J EAST 5TH STREET, PORT ANGELES, W A 98362 05-00000461 Date 763288 817 JOSHUA ST 06-30-00-1-0-4600-0000- LOT 13 RES NEW SFR Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Tenant nbr, name Application type description Subdivision Name Property Use Property Zoning . . . Application valuation Owner BFV LLC 711 E FRONT ST PORT ANGELES (360) 452-8924 Other struct info Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date RS9 RESDNTL SINGLE FAMILY 144700 Contractor OWNER WA 98362 TOTAL % LOT COVERAGE NUMBER OF STORIES LOT SIZE TOTAL LOT COVERAGE NUMBER OF UNITS BUILDING PERMIT -RESIDENTIAL NEW SFR 53181 1269.25 Plan Check Fee 6/29/05 Valuation 12/26/05 Qty Unit Charge Per BASE FEE 5.6000 THOU BL-100,001-500K (5.60 PER K) 45.00 Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date MECHANICAL PERMIT 53199 101.35 Plan Check Fee 6/29/05 Valuation 12/26/05 Qty Unit Charge Per BASE FEE 1. 00 14.7000 ECH ME- INSTALL 100- FAU 4.00 7.2500 ECH ME-VENT FAN 1. 00 10.6500 ECH ME-GAS PIPE 1 TO 5 Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date PLUMBING PERMIT 53207 139.00 6/29/05 12/26/05 Plan Check Fee Valuation Qty Unit Charge Per BASE FEE 10.00 7.0000 ECH PL- EA. FIXTURE ON ONE TRAP 1. 00 7.0000 ECH PL- EA. INSTALL WATER PIPE 1. 00 15.0000 ECH PL- EA. BLDG SEWER 6/29/05 25.00 1. 00 9600.00 2332.00 1. 00 ~.k{ "7-/1 ~t:? - J?t./ ~ ~ 507.70 144700 C--\ ~ ~ :s- $:. ~ Extension 1017.25 252.00 * .00 o Extension 47.00 14.70 29.00 10.65 y~~ ~'; ~ .00 o Extension 47.00 70.00 7.00 15.00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes 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 -..~~ Signature of C"""Ontractor or Authorized Agent 0j~t,~~ , bate Signature of Owner (if owner is builder) Date T:\Policies\ \102_ \ 5 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 NO FOUNDATION: FOOTINGS WALLS FOUNDA nON DRAINAGE I DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR I SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW I WATER AIR SEAL WALLS CEILING I FRAMING JOISTS j GIRDERS SHEAR WALL/HOLD DOWNS WALLS I ROOF I CElUNG DR YW ALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB W ALL I FLOOR I CEILING MECHANICAL .. \!I ~ HEATPUMP/FU~ACE/DUCTS GAS LINt:"'. . . WOOD ~TOlOE I PEW'BT I CHIMNEY CQMME.RCIAL HOOD I DUCTS ". .. MANUFACTURED HOMES FOOTING I SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #'s SEPA: PARKING/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 CONSTRUCT\ON RW / P\V/ CONSTRUCTION - R.W. ENGINEERING 417-4807 PW I ENGINEERING FIRE 417 -4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING - T:\Policles\ 11 02_15 building permit inspection recard05. wpd [1I4/200) ] CITY OF PORT ANGELES DEP AR TMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 Application Number . . . .. 05-00000461 Application pin number 763288 Page Date 2 6/29/05 Special Notes and Comments Building address sign shall not be less than 6" & not more than 12" in height. Numbers colors must contrast with wall color they are mounted on. (Ord. 14.36.050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain location. No pressurized or pumping to curbs are allowed. An inspection by Building Department is required prior to backfill. New subdivision shall be equipped with a residential sprinkler system that is installed and maintained in accordance with Uniform Fire Code(UFC) and National Fire Protection Association (NFPA) standards. 06/28/2005 10:31 AM SROBERDS --- The proposal will result in 25% lot coverage in the RS-9 zone. No land use issues are noted. Electrical load calculations and elctrical permits are required. Connection fee $222.00 - under 2004 policy 06/15/2005 08:33 AM GMCLAIN ---------------------------- Electrical load calculations and elctrical permits are Sevice is u/g - be sure that meter is accessible after sunroom addition. 06/15/2005 08:39 AM GMCLAIN ---------------------------- MAINTAIN CLEARANCES FROM SERVICE WIRES Electrical load calculations and elctrical permits are MAINTAIN CLEARANCES FROM SERVICE WIRES required. required. MAINTAIN CLEARANCES FROM SERVICE WIRES 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 1509.60 1509.60 .00 .00 Plan Check Total 507.70 507.70 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 3791.80 3791.80 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes nu II and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type.of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:\Policies\1102_15 building permit inspection recordOS.wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD OS-Jf61 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, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPIED. 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 t:. / pO/Or::; Jf.,L.- WALLS ( -- ----- FOUNDATION \DRAINAGE 1 DOWN SPOUTS J 7/V/{.;t-) ]LL PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN /o-IB--()6 JW WATER LINE (METER TO BLDG) 71f///~b JU GAS LINE I I ~ 1c foe. BACK FLOW 1 WATER AIR SEAL WALLS ",., '" _..- \ , , CEILING v ...... ....r I FRAMING JOISTS j GIRDERS SHEAR WALL/HOLD DOWNS 1/0-1 flJ-Oo tJ ~L- WALLS 1 ROOF 1 CEILING II (') -18-00- "'\ J- L. DRYW ALL (INTERlOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL 1 FLOOR I CEILING 110- 2J -0.5 .J 1-1..-- MECHANICAL HEA T purvlP 1 FURNACE 1 DUCTS GAS LINE Itl?-/~-o.b J J..}.... FfMAJ 'J!, lOb WOOD STOVE 1 PELLET 1 CH!MNEY JW COMMERCIAL HOOD 1 DUCTS MANUFACTURED HOMES FOOTING 1 SLAB BLOCKING & HOLD DOWNS SKJRTlNG PLANNING DEPT. SEPARATE PERMIT II's SEPA: P ARKINGILIGHTlNG ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT 417-4735 ELECTRlCAL UGHT DEPT CONSTRUCTlON RW 1 PWI CONSTRUCTlON - R.W. ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEFT PLANNING DEPT 417-4750 I .1 Pl.ANl'-iI:-iG DEFT BUILDING 417-4815 r ~ jJ J fI1-(, UW B1.!lLDING T\Policles\ 11 02 15 building perml t IOspectlOn recordOS. wpd [l/4/2005J GroupWise WebAccess Message Item Page 1 of 1 Mail Message Novell. Close Previous Next Forward Reply to Sender Reply All Move Delete Read Later Properties From: To: Date: Subject: Trenia Funston David Yasumura Monday - February 6, 2006 1 :03 PM Public Works final 05-463 @ 910 Madeline can be finaled. Trenia http://172.16.10.17/servlet/webacc?action=Item.Read&User.context=qnjyPbjrflBu&Item.dm=... 2/9/06 '0 o-J :;;~~8t;jEl ()'O t' >< H:oO '" '0 'O:oOZZZO o-J'" '" '- t'[;lf;J:aGJ ><'0 (fJ ;J> 0 0 Zt' ;J>o-J(fJ 0:00 H ~. (), (fJ .,,'" o-J 0 tIl OZ '0 ~ ",. :00 tIl . 0 ():oO :00 :00 :00"-' 0'" o-J'- 3:0 0 'O~ ootIl t'CD ~!:::. t'''' """ ." 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Call: PERMITS (360) 417-4815 Fax (360) 417-4711 V .,,-~ 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 en J 7 Joshua <..;. T ZONING.. RS-9 PROJECT ADDRESS: Q. _ _ cJ LEGAL DESCRIPTION: Lot: 13 Block: Subdivision: Mountain View CLALLAM COUNTY PARCEL NUMBER: ol:3Dco I Dq 6 ('30 Cfr't:l C d't C d H Id N GLC Homes Inc, Gerald R Engler re I ar 0 er ame: Billing Address: 1975 SW 1st Avenue Ste H City: Portland. OR 97201 Credit Card Type VISA XXX MC Exp. Date: TYPE OF WORK: SIZENALUATION: Ii2I Residential Ii2I New Constr. 0 Re-roof 0 Stove 1.728 SF. @ $ 75.00 /SF. = $ 129,600.00 o Multi-family 0 Addition 0 Move Ii1l Garage 604 SF. @ $ 25.00 /SF. = $ 15,100.00 o Commercial 0 Remodel 0 Demolition 0 Deck 2. '?:-??- SF. @ $ ISF. = $ 144 7 co o Repair 0 Sign 0 Other TOTAL VALUATION $ BRIEF DESCRIPTION OF THE PROJECT: ~ulla new single TamllY reslaence ana auacneo garage. COMMERCIAL/RESIDENTIAL: Occupancy Group: R-3 No. of Stories: ~ Lot Size: ~'1.J200 Existing Sq. Ft. ~ Total lot coverage :2-6 Occupant Load: Construction Type: V & Proposed Sq. Ft.;l, ?JJ;J- = TOTAL Sq. Ft. .1..~:?~ % APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: ESAlWetland(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 submitted. 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 w ill 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 extended mor once. 'vww .cityofpa. us Applicant: d correct. I am authorized to apply for this permit and d that I must obtain such permits prior to wor: . I hereby certify that I have read and examined this application and know the same to b understand that it is my responsibility to determine what permits are required, not th Date: I'C 1"'- " "'" ~ ;. ! =- LL(' r- it. " r/l ~~~~ ~ 0000\\0 ~ ~~<';l~ ~ ~~~~ ~ ~OM'M' ~ ~OO ~ ~~~ ~ ~~Oi Z oU~" o ~jli:~ ri.l :::UOft. Jo-o4 C) ~ P-c I/':. 1/ ""'I~ _ ""~ ~ - ""'I'-..... ~~I O-Z":1 0"01 1 ~~ L ,/ / 7 ~ r- l,,~ --1 -/v ....:: / V / $<l "- 1"- I'\. / - / /1 /1 /1 I I '7 V - / 1/ !.I 1 I I I I I I I I I I I I I I i ",e 0-0-01 :r ""D (3 _ to ... (J I l I o - <} N - I I ~ 3 1:'0 ~ rI.l :- ..... J B 1- .... .01 0 ~ ~ .. .. ~ 1. v - = - I ~ ~ r-r = - - ~ - ... ... = I:il ( I l'1 e~ = I I I I 1 ~ .1" 0-0-01 ij ,S 0 ;.; \i:::4 'i t""l .. ~ .3~is ~.A~o.. ~M~~ . -< ~~ en " .3 ~ ~ o ~ bt) is ~ ;l ~ I ~ ~e. < " .. Joe .... ; u = t:~ ~ ,i ~ ~ ~ j 0 Q""'.!; ~ ..cl ~ .. g .. ~ ~ a ~ i! lid 'i1 ~ ~ ~ 0 0 o ... I~ I=- 1= PRECISION ROOF TRUSSES. CLACKAMAS,OR 97015 rn Ole_ TMOT - """1 ~ Job R1IfIlrence tllllllon8O 8.100 s Sep 17 2004 hlTek 1IIIIIIRies,Inc:. FrI Jun 10 08:17:48 2005 Page 1 1"~-8-01 1-8-0 IIo4-S 8-4-3 12-NI &-3-0 1e.o.c 6+111 28-+13 5+13 25-7-13 ~ . f 5105= Ii 12 b4= 11 10 3IdI= :wI= 8-G-7 ~7 PIaIe 0lJseIs tX VI' 12'0-0-0 ll-O-4L ra'o.o-o 0-0-41 1S-O-O 211-11-8 ~11." ~11-8 38-0-0 B+3 SCIIle. l:llI5.o I~ 9 3illi4= 38-0.4 ~B-:r , , . LOADING (pst) SPACING .2~ CSt DEFL in (lac) IIdeII lid PLATES GRIP Tell 25.0 Plates I_ llS TC 0.48 Vert(Ll) -0.15 8-9 >999 240 MT.2O .220/195 (Roat Sn0w=.25.'!) Lumber Increase 1.16 Be 0.81 Verl(TLJ -0.48 8-9 >935 180 TCDL. 70 Rep Streu Incr YES V\IB 0.51 Horz(11.) 0.14 8 nIa nI. BCLL 0.0 Code IBC2003ITP12002 (M81rbc) Weight 1691b BCDL 10.0 LUMBER TOP CHORD 2X4 OF No.l&BtrG BOTCHORD 2X-4DFNo.1&BtrG WEBS 2X4 OF Std G BRACING TOP CHORD BOT CHORD WEBS Struc:tunll wood -'1eatIllng directly applied or 3-2-14 DC purlins. .Rlgld ceiling dlrecly IlPplllld Dr 10.0-0 DC: braclng 1 Row lit mkjpt 4-11.8-11 REACTJONS (lbfslze) 2a18061O-6-8, 8=1490.'0-6-8 Max HDlZ2"158(1oad case 7) Max Upllft2"'-285(Joad case 7), B-199(1oad cue 8) Max'Grav2=1887(1oad cue 2), 8=1714(Joad case 3) FORCES (II). Maximum CompresslonlUaxlmum Tension TOP CHORD 1~2-on5, 2-30=-3099/386, 3-4=-2696/341. 4-6=-17481292, 5-6&-17481288.8-7"-27301381, 7-8--3110i'389 BOT CHORD 2-12=-37412836,11-12=-22411954,10-11=-13211968,9-10=-132/1988, 8-fF-219/2f;T7 WEBS 3-12=-5291198,4-12--41/5711;,4-11=-90411230,5-11=-13911154,6-11=-9531237,6-8=-581707, 7-9=-S48t208 NOTES 1) IMnd: ASCE 7~8; 10Omph; h=25ft; TCDL=4.2p&f, BCDl=8.0pst, Category II; Exp C; lII1dosed; MWFRS in1l!rior mne; cantill!'ller left and right exposed ; end wrticalleft and right exposed; Lumber DOl=1 33 pJate grip DOL"'1 33. 2) Tell: ASCE 7-98; Pf=25.0 pst (IIat roof snoW); Exp C; Fully Exp. 3) Unblll8l1Ced _loads have been conslde~ for this design. 4) ThIs Inles has been designed for 2.00 1imes nat root load of 25.0 psf on overhangs non-conCUlTllntW/lh other IJIIe IDllds. 5) This truss hall been designed for a 10.0 pst bolIIorn c:l1ord live IDIId nonconcurrent with any Diller liVe toeds. 6) This truss requbes piela 1n'f)eC1lon per fie TDDIh Count Method when II1Is truss Is chosen for qll8llty assuranoe Inspection 7) A platlllBllng redllCllon at 20% has been applied for the green lumber membelL 8) This truss Is daslgned In aa:ordance will the 2003 IntematlDntll Bundlng Code section 2308.1 and referenced standard ANSIITP/l LOAD CASE(S) S1andard ( EXPIRATION DATE: 06-30-06 ) June 10,2005 .A _. -. """""'_ ____auDJIOnrII ~naa-.III'CWDlDJ ~.IU:lP.alIIJCS_ __An.JS/lQllS__ ~n....1d Icr_onlywilh Mrel:c:onnecIars. lhisdeslgn" based """ upon palO""",_..ha",,,, and "far a" IrxlMducl bufIcIIng campc:lllOln!. ^ bity af design hiMd-""'" and _lnc:~.....aIIaI,-at_, .....1eII! "~atbuldlng deslgrt.- notm.. cleoigner. 8r=Ing ......... " -wPl>Oll of . ""I web rnembets onIr. Addifianallemparary IlraaIr1j 10 Insure slabllfv dudng 0<lIWtruc:ftan ls1J.._~ otthe etecIcr. Additiord '*"""-' bta~ aflhe """""1sN:lure " !he __~Ihe bUIdlng d..rg_. ParQe.-alduidonc:ef8llCll'di"lg =::'=::="'~~I==D'~~W1k~~"'llSWfalld 1 hIklIlllI~""..t 77nG...nb.lckl.ane .. . _1011 CIna /ieWlIs. CA, I5Gl0 MlTek- I:co l:russ )::;ype PRECISION ROOF TRUSSES. ClACKAMAS,OR. 87015 CD ac H-. "'" - ~-1 Job fWInInc:B (opljonsl) 6.100 s Sep 17 2DD4 lIlT. 1ndustr\es,1nc. Frf./un 1008;17:49 2005 Page 1 ~ ~ 12-7-3 ~ 11-1-8 M 4.e-5 D-11l-8 &0= 3M II 5 2H4 S-N ~11 S-N 3ll-O-O S-5-li SclIle "' 1:85J1 8.00 f12 10 ~ B 3M ::: o j I~ ~ 3ldl = 13 4lc9 = 12 3lo( II 4JC1 0 :::::- ~7 _7 17-1-8 1-1.1 M . D-11l-8 211-8-1 _, 3&0-0 8..3-15 Pl8t8 0fIaets lX. V). 11'0-11-00-0-101 18'0-1-5 O-G-IIt 110'0-3-12.0-3-4L 111 :0-2-4 Q-3..41 113'0-1 12.0-1 121 . . , . . - - LOADING (pst) SPACING 2"(}'() CSI DEFL In (Ioc) J/deft Ud PlAlES GRIP TCLl 25.0 Pfallls InCl'll88e 115 TC O.M Ver(U) -0.41 9-10 >9119 240 "'120 2201185 (Roof Sn0w=2S.0) Lumber Incntase 1.15 Be 0115 Ver(TL) -1.08 9-10 >3117 180 TCDL 7.0 Rep Stnls8 lncr YES WB 091 HDIZ{TL) 0.62 8 nIB nfB BelL 0.0 BCDL 10.0 Code 18C2003fTP12002 (Matrix) Weight: 179 Ib LUMBER TOP CHORD 2 X 4 OF No.1&Btr G BOT CHORD 2 X4 OF HD.1&Btr G "Except" .c-12 2X4 DF Std-G WEBS 2 X 4 OF SId G "Except" 11-132 X4 OF ND.1&B1r-G BRACING TOP CHORD BOT CHORD WEBS S1rudund wood Meathlng directly IlPPIIBd Dr 2"(}'() DC purlloll. Rigid cellng dlRlClly IlPplled Dr 10-0-0 DC bracing, Except: :M!-O DC bracing' 8-9. 1 Row at midpl 3-13 REACTlONS (rbtl!lize) 1=14931O-6~. 8=149310-5-8 Uax ~1 =-131 (l0IICI case 5) Mmc Uplll1 =-2oo(lOlld case 7}, 8=-2OlI(Ioed CIlia B} Max Grav1 =1715(1011d cue 2). B=1715(1011d cese 3) FORCes (Ib) - Maximum CcmpressIDnlMaxlmum TenBlDn . TOPCHORD 1~-3112J'3ll2, 2-3=-271413511, 3-4-3456/418, 4-5-3313/429, s.e-s331I3n, &.7......9521485, 7-8=-56201851 BOT CHORD 1-13......00J2680. 12-13=C1f47. 11-12=0/136, .c-11.....,571220. 10-,1.....,4713000. 9-1l1=-2IW3988, 8-9=-53615050 WEBS 2-13a-5ll5/21', 3-13:-1089/147, 11-13=-38113072,3-11=01820. 5-"....246J940, 5-10=-2212059, ~10""'27D/3'4, 6-9=-481781,7-8;-5841262 NOTES. " '. . 1} Wind: ASCE 7-98; 10Omph; h=25fl; TCDL=4.2pef; BeDL=I5.lIplIf; CatIlgDry 1/; Exp C;.endoeed; MVllFRS inl8riDr zone: caooleverlBft an~ right exposed : end W1rticalleft 8nd ri;ht 8)q:lOSed: lumber OOl=1.33 pill" grip DOl=1 33. 2) TClL.: ASCE 7-911; Pf=25.0 pst (lllIIt roof snow); Exp C: Fully Exp. 3) Unbalanced InOW Io8ds haWlIl-. consIderIId ror1hls dllllign. 4) this truss hu been designed for a 10.0 pst botIDm chord live ID8d IlOIICOIIClII'I with lIIIY Dther live lDads. 5) Thi& trul$ teqUlres pIRIlnlp~ per the T DOth Count Method wh8n thIs truss Is chDsen ror qUlllIty USIII'8I1CB InspectlDn 8) A p/a18 I'8tIng reduction 0120% hu been 8pp11ed ror 1he green lumber members. 7) Bearing at jDint(s) 8 CDIIIiders pera/lel1c grain value U8ing ANSIf11>11 angle III grain fDnnula Building deeigner should verify capacity 01 !l!-rl~ surface. 8) This truss is designed In IlCCOtdance with the 2003 IntemIItionlll Building Code secfiDn 2306 1 and rwferenced standard ANSIITPI1 LOAD CASE(8) Sland8rd [ EXPIRATION DATE: 06-30-06 ] June 10,2005 A W'ARIIIlIO -....... ..,..._-..... _iODS Q1f_~1IICLIlJlII) IInSII" ___ '__Hr.I ~ rID. Detlgn ""lei for _ onllr'" Mrek connecIorl. this dllllgn II booed only upon ""..........n-n. and 10 for an lndlvlc:luaI bullclng COII1>Of*lI. AppIcabMy <lA design ~ and _lncorporaIion of _nlli ~ of bullcling deolgner- not1rua dlllig_.I7aa1g.......... IlforlalooalllUlllXld 01 ~.......... membM only. Addlllonol ~ bIaclng 10 lnoo,golobl1lly during COfIItruclIoil is lhel'elOpOflliblllly oIlhe eI'IICIcr. Addilii>ncil ~ broc;;ng offhe CMII<IU """""..II". ~ oflhe bl.Iaiolg deoigner.l'crgM8l'(llguidance ~ fablcalon. quoit( c:onh>L darage. ~, _ anti brodna. e<>l*.II AN5lIII'I1 QMIy CllhooIG. DSl-8t and ICSIl 8ulIdIng~""" SahIIy -- _frcmTruss PbIe ~e. W D'OnaIrb om.e. Mactoan, WI 5371t. . 7TT7GNanIlllll<.... .. SUItIt tOIl CIlruI Ho/ghIa, CA. t5BtD Mrrek- I:ce I:~ I:: PRECISION ROOF mUSSES, ClACKAMAS,OR. 97016 mr HOOES,.." - R':j 2 JDb Rsrerence IDDllarlllll 6,100 s SlIP 17 2004 MIlek Inil"*les, Inc. FIl .b11D 08:17:50 2DD6 P1111B 1 ]"1-&-0 I 1-&0 5-GoO 5-GoO 7-$-7 7-1G-lll 2-!-7 1).7oll 1_9 &-7..10 21-&e &-1G-1S 26-1-0 &-7-10 W S1-O-O II-HI 2-3-8 38-0-0 6-lHI Salle: 3f1S"=1' &$= Sx4= Sx4= !![xII = 5.GO f12 4 5 5 15 7 K. . :L ;;; I~ 15 17 14 13 12 15 11 10 3lo4 = 3>14 = 3lc1211T18H= 3lI!4= 3lI4 = 3lI!4= . 7-e-O 11-1-3 18-0-0 24-111-13 7-e-O a-7-3 &-1C-1S 5-111-13 Plm OIIlllIIlIlX Yl: f2:D-0-4 EdgeL r4 '0+8 0-1-41 [7'0+8 0-1-4L 19'1l-O-4 Ed6e1 (11'0-1~ 0-1-81 (14:0-1-80-1-81 28-e-O a-7..s S5-Q.(] 7-&-0 . . . , . , . . LOADING (pst) SPACING 24-0 eSl DEFL In (Ioe) IldeIl lid PLATES GRIP TCll 25.0 Plates lricnase 115 TC 0.88 Ven(LL) ~.38 13 >999 240 MT20 2201195 (Roof Sn0w=25.0) Lumber IncreaM 1.15 BC 0.82 Vel1(Tl) -0.84 11-13 >505 180 MT18H 2201195 TCOl 70 Rep su.ss Incr NO WB 0.58 Horz(TL) D.24 B nta nhI ~~ 0.0 Code IBC2D03lTPI2002 (M8irlx) VVelght 323 Ib BCL 10.0 WMBER TOP CHORD 2X40FNo.1&BrG BOT CHORD 2X4 DF No.1&B1rG WEBS 2X40F SteIG BRACING TOP CHORD stNctur'lll wood sheathing diJ'lldly applled or 4-3-8 oc pur1Ins, ellCepI: 2'()"() oc purlIns (3-8-10 mlllC.): 4-7. BOT CHORD RIgid cellng cllntcllyllpplied or 1ll-O-O oc bracing. REACl10NS (lbIsIze) 8=374610-6-8. 2=36~ Male Horz2=-2840oad CIlse 8} Max UpllI'm=-836(load case 5). 2=-751 (load case 7} Max Grav9=42780oad case 3). 2"4209(10ad case 2) FORCES (lb) - Mllldmum Compress/onlMllldmum Tension . TOP CHORD 1-2-0175.2-3--782011634, 3-4.....n83l1713. 4-5&..670711910,5-8.....1015712191.6-16=-8582/1872,7-18=0-858211872, . 7-8=-768011652, 8-8=-8037/16&9 BOT CHQRD 2-15=-11&4Jl18DO. 15-17=-13-4017147, 14-17=-13-4017147, 13-14=-Z031/10OS7.12-13=-11187/10003, 12-18=-1887/10003, 11-18=-1987/10003.10-11=-123818865,ll-10=-132lli8953 WEBS 4-14~54f24S2. 5-1-4=-21531U9. 5-13=01351.6-13=01394. 6-11=-2256f664, 7-11=-487/2551. 4-15=-2331355, 7-10=-01343, ll-1~. 3-1.5=-259f765 NOTES 1) 2..p1y Ituas to be conneded tDgltlherwllh 0 131"x3" Nalls _ follows: rop cIIon:js connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Botlom chords connecled as follows: 2 X <4 - 1 row at 0-9-0 oc. VVebs connected lis follows: 2 X 4 - 1 row III 0-9-0 oc. 2) All loads are conlidered equaHy appHed to III plies, elGCept If noted III front (F) or back (8) race In 1he LOAD CASE(S} seclIon. Ply Ie ply connectiOns h8ve been provided to dIA1bulll only loads noted al (F) or (B). unIe.. oJherwllO Indicated. 3) Wind: ASCE 7~: 1 OOmph; ha26ft; TCOL.....2paf; BCDla6.Opsf; Calegory II; Elcp C; enclosed; MWFRS In1srlor zone; cantlewi' left and right exposed : end \/8rticBIld lII1d l1ght eJCPOSed; lumber DOL=1.33 pllIle grip DOL=1 .33 4) Tell: !.SeE 7-98; Pf=,25.(1 pJf (flat ~ snow):. Exp C; FuIy Exp.; L.= 45-:0-0 5) UnbelanCBd snow loads haVlI been considered for this design. 6) ThIs tnJss has been designed for 2.00 times fIIIl roof load of 25.0 pst on O't'l!m.ngs non-concurreirt wllh o1her IMlload$. 7) PtOIIidB lIdequate drainage Ie prevent water pondlnll. 8) This In.Iss has been deslgnecffor a 10.0 pat bottom chord Iiw load nonconcurrent wtlh any ofIer Iiw loads. S) All pllIles are MT20 pi.. lIIlIeN otherwlIe indicated. 10) Thil tNII reqUIr8s plate Inlpeetlon perlle TooIh Count Me1hod when thIII tJus$1s chosen for quality BBSUrance Inspection 11) A plate rating leduction of 20'" h_ bewI applied for the green lumber rrIlIIlltMn. 12) Thil WIS II designed In accordance with !he 2003 Intemll1lonal Bidding Code aecIion 2306.1 and refllrenced IlBncIan:j ANSVTPI 1 CoiJ1inued on ~ 2 ( EXPIRATION DATE: D6-3D-06 ] June 10,2005 .a. --. .........,... _____OlIr.&ZlrAllDJJICLDDRD~~_..,..nr __-. Deoigr1...1cl for _'onIy""'" Mr. ca_ lhkdeslgn k _only upon pcuarneio!rsJhawn. and kftran --... buiI:A"lg ccmponent. I\ppIcQbiIIv of detlgn c::::;~... and _Incarpamtlan 01 ~Is~of lMIcIng deoIgner- nallruss c2s1gner.1Iacfng Jhawn Is fer b'-"'support of IweblTlefllboa only. Addlflonallempc:ltary bradng fo _JIabIIty during coonsIruclion iJ Ihotrmpc:nibilily oIlhot ......tcr. Addlllond _nent _~!he ......"Islrucluno Is II.. le"""~ 01 the bUlctng cles9-. Fcrll"fll'l"tll ~nce ftlgCIFding bbic:atIan. qually conIIol Jlorage. d . enocfton and baci!'ll. ccnsu~ ANSl/TI'Il Qu..-y QII..ta, DI...t and ICSI1 WIdIng Carnpcin.nI SaIoIy --.... cwaIIobloo from TNIS PIa1e Ins1iIute. 5831YOnoIrio Drive, ~ WI 537lt. 7777 G,.......lane .. SU..ll18 . ctna He/gIds, CA, lIIlSl MiTek- Job Truss Truss Type Qly Ply GLC HOMES TMOT - R16847~ GLC6 K3 CAl HIP 2 2 Job Reference (nn!longn PRECISION ROOF TRUSSES, CLACKAMAS.OR 97015 NOTES 13) Girder carries hip end with 7-11-4 end setback. 14) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/2-1 Od nails. 15) Special hanger(l) or other connection devic:e(s) shall be provided sufficienttD support concentra1ed load(s) 5451b down and 3091b up at 7-7-12 on tDp chord The designlseleclion of such special connection device(s) is the responsibility of otheIs. 6.100 s Sap 17 2004 MiTek IndUSUjes, Inc. Fn Jun 1008:17:50 2005 Page 2 LOAD CASE(S) Slandard 1) Snow: Lumber Increase=l 15, Plate Increase=l 15 Unlfonn Loads (pit) Vert 1-4=-64.4-7=-159,7-9=-159, 2-9=-5O(F=-30) Concentrated Load$ (Ib) Vert 4=-545 A WAJrJIllNO. Vcr(8r......._ _ - JronIS OJ( ftJJS AIm DICl.lIDBD III'ZZK ~ PACK Jm."4'13 JIII:rOR& llB& DeoIgn \/Old fa use only w1Ih M1Tek connec:tcB. ThIs dMlgn Is booed only upon paa_ shown. and Is fa an IndMdual bu1ldlng com_nt. ApplcablQly at dHgn paramente<s and pIOperlnc:arporatton ot component Is ~ of bulldlng d~ - not fross designer. 8radng shawn Is lor -, support ollndMdual web membeR only. .Addltlonal temporary bracing to Insure s1cbMy dwing consfruc:1Ion is the reopcmibi1lity of the ereclor. AddIIIoncIpermanent bracing of the overolsWc:lure Is the responslbllly of the bullcllng desJgner. for general guidance regcrdlng labrlcallon. quolly control. slcrage. delivery. erec:fion and bracing. consult ANSIITPIl QuaIIIy ern-. llSB-89 and I!CSIl BuIldIng Component Salety InlormcIIl101 available from Truss PlaIe ImfiIvf... 583 D'Onofrio Drive. Madison. Wl53719. m7G_ckL_ ... SUile lOll CIrus Helghb. CA, 115610 MiTek- I~ IT- 1'-'" GLC8 . M CAl. HIP PRECISlO~ ROOF TRUSSES, CL.ACKAMAS,OR. 117015 CD Gee...... """ . "-1 Job ~C8 (ClIIIillllllll 6.100 . Sap 17 2004 M1Tek Induslrtes, fnc:. Frl.kln 1008:17:52 2Oll6 PIIge 1 1"1-U I 1~ 1~1 1~7 ~11).15 2-1.-11 14-6-8 4-7-1D Z1-5-8 &-1D-1S 28-1--0 4-7..10 8"Il1~ .. 8 28-&-8 2--7-11 ~ 1-s-l1 SclH ~ t:&l.8 t. 8.00 ru 13 3115 = 12 1\ 3iKt2 MT1!H= 3.x4 = 1D 3lc5 = 11+3 11-1-3 1e.o.o &-1D-1S 24-10-13 &-10-13 3S-D-O 11..1-3 PIBle 0fI'geIs ex y): f2:()"()"7 Edael 13'0-1-10-2-0117:1)..1-1 (l-2.(lt 19:0-0-7 EclaeL 110'0-1-12 0-1-8] 113:1)..1-120-1-81 i .;i; I~ . . . . . . , , , LOADING(~ SPACING 2-0-0 CBI DEFL in (Ioe) IfdelI UcI Pl...ATES GRIP TeLL 25.0 Plalllllll~ 115 TC 093 Vart(U.) ..0.37 12 >998 2-40 MT20 2201196 (Roof 8n__25.0) Lumber Increalle 1.15 BC 0.97 VerI(TL) -102 9-10 >417 180 MT18H 2201185 TCDl 7.0 Rep SItes8 Ina- YES WB 0.89 Ho~) 0.22 9 nfa nfa SCLL 0.0 scnl 100 Code IBC2OO3/TP12OD2 (Mslrix) WeIght 1491b WMBER TOP CHORD 2 X 4 DF No.1 &Blr G BOT CHORD 2 X 4 OF No.1&Btr G WEBS 2 X4 DF SId G BRACING TOP CHORD S1rucll..l/a1 wood she8thIng clIrecIIy applied, ucept 2-0-0 oc purlina (2~ max.): 3-7. BOT CHORD RIgid ceiling direcly applied or 2-2-0 oc brlIcing. REACTIONS (lbfllze) ll=16S9J0..5-8. 2=17~ Max Horz2=138(1D1ld C8lIlI 7) .Max UpI1fl9=.-218(1Dl1d cane 5), 2--292(1oad CBIle7) Max GI'"8ri=2155(load cue 3). 2=2328(load case 2) ~ES (Ib) - MaxImum Compl'8SSiDrVMaldmum T~on . TOP CHORD 1-2=0175, 2-3"'-39741492, 3-40<-11910, 3-1-4=-42011541, 5-14=-42091540. 5-&=4718/689, 6-15=4243/542, 7-15=-4235154 7-8=-11910,7-9=-3973/494 BOT CHORD 2-13=-413f3404, 12-1~2Of4807, 11.12~1914830,10-11=-819f4830, 9-10=-37fl13438 WEBS 3-13=-9611559,5-13=-1290/271,5-12=-1541276,6-12-1641271, e.1D-1282f286, 7.10=-9511563 NOTES 1) V\omd: .a.5C.E 7-98; 10Dmph; h=25ft; TCOl=4.2pBf; SCDl=6.0psf; Categol)' II; Exp C; endDl8d; MWFRS Interior %One; c:antlleverleft and ~ht expDHd ; end vertical left and right 1IXpOlIed; lumber DOL=1.3S pJalll grip DOL"1.33 2) TelL: ASCE 7-118; Pf=25.0 pst (ftat roof snow): Exp C: Fully Exp.; l= 45-0-0 S) Unbalanced snow loads have been considered for this design. 4) ThIa truss has beM designed for 2.00 ~ lIat roof load of 25.0 pIIf on CMII'hangll IlDI1-CllIlCUJTt wllh other lve IDIIds. 5} Provide adequate drainage lID prevent__ pcindlng. 8) ThIs truM hall been designed for a 10.0 psi' botIom chord IIw load lIDnconcurrent wttI\ any oIher lille 108d1. 7) AI p1atel _ MT20 plates unless D1hlllWlse Indtcn.d. . 8) Thll Mil requlrw p1allllnapocllon per the Tooth Count Meilhod when thls trIIa Is CIho:Mn for quality assurance inspecliDn 9) A plate rating reduction of. 20% h. been applied for the "res! lumber memberw. '10) This truu il dMig,* in aCCDl'Clance wi1h the 2003 Jn1ernational Bujldlng ~ IIBctIon 2306.1 Ilnd rafBrenced alanct.rd ANSVTPl1 11) DesIgn Mlum.4x2 (IIlIt Dlian1allDll) pu1&ls at oe splICing incflCllled, fa_nee! to truss TC wl2-1Od naHs. LOAD CASE(S) SWldard [ EXPIRATION DATE: 06-30-06 ] June 10,2005 .A -- -.... ....,........,.._JIIW)l!OD8 __ 4IrD Ilft:tIlMDM!'lEI:DPDSlIlS_ _.flfr,s __ o.Gn WIld "" - only.... lIAIl'eIc oonnec:kn 1hII deoign 10 booed only u-' pcft>meIers "-'. and .. for an IncIWtual blAIcIlng campen...... AppIeobllly of'*Vn ~and _lncorpoiation of~lo~ of buldngd..v--n<>t...... deoIg_. Brac:lng ""'"'" Is far _I Rll'fXlri 01 web ..--~. Addllonaltem_ bocIng 10 r_....bIIIy dUllng conolruc1looi 10 the ...~oIlhe --. AddIIonaI p.rmananI bac:hg ciI'" .......nucbelothe--..lIvof the buldinQ~. Fcrgen_lgulcfcmce "'llardilg fabdcalon. qua~c:anl'al. rIcoQge. dolllveJy. -- and ~ <:onaulI AH5I/T1I1 Qu..,.c-... _a, -1CSI111u1d11l1 Co__ 5ahoIy J-......... avaiIa..1oam T.... Plate ItdMe. 583 . IlIMo, MadIIon, WI S37T9. rmGreon_'-- ... 501a '08 CIlrua H....... CA, 858'0 MiTek- Job Tru.. Tnms i~ Q\' Ply Gle HOMES TMOT - R1B847341 GLee 81 DUAL RIDGE GABLE 1 1 JOb ---- PRECISION ROOF TRUSSES, ClACKAMAS,OR. 97016 6.100 a SlIp 17 2004 WTek Industries, Inc. Flt.llln 1008:17:53 2lXI6 P8g111 -1-e-ll 1-8-0 . $-3-.4 s.s-4 2l-e-o 1D-8-0 10-e.0 5-6-12 4xI4 II 8 8.oo{12 18 2lCS II 17 3lIS ::: 18 2xa II 15 2icS1I $-3-.4 &-!:04 21~ ~2-12 ~I l-e-o 5c:* = 1 :41.4 14 211311 13 2Jl3 II PI8t8 0IIsets tx.Y\: 12:0-2-40-1-81. 13:0-1-120-1-8' 1R:0-".120-2-O r11:0-1-1" 0-1-81. r17:0-2-O 0-1-8l LOADING (pst) SPACING 2-0-0 CSI DEFL in Ooc) IIdlIIl UtI PlATES GRIP TCLl 25.0 PIstsa Increae 115 TC 0.38 Vert(lL) 0.02 2-18 >999 240 MT20 2201195 (Roof &ao-25.D) Lumber IIlCRllIlle 1.15 BC 0.14 Verl(Tl) -0.04 2-18 >999 180 TCDl 70 Rep SIrea Incr YES WB 0.54 Horz(TL) 0.01 17 nla nI8 Bell 0.0 BODL 10.0 Code IBC2003fl"P12002 (Matrix) Weight '.05Ib UJMBER TOP CHORD 2 X 4 OF No.1 &Btr G BOT CHORD 2X4 OF No.1&BtrG WEBS 2X4 DF Std G BRACING TOP CHORD BOT CHORD JOINTS Structural wood aheathinO direclly appIi8d or 6-0-0 oc purllns. Rigid ceiling direc:tly applied Dr 6-0-0 oc bracing, Elcx:ept 10-0.0 octncing: 2-18,17-18. 1 BItIce at Jt(s): 18 REACTIONS (lblsIze) 2=48810-5-8, 11=172/10-1'-B, 17=707/10-11-8, 1~9I10-11-8. 15=187N0-11-8, 14=157/10-11-8, 13z11l5f10-11-8 Max H<n2-156(1oIId case 8) Max Up11fl2a-242(Joed case 7), 11=-13O(1oad CllIIe II), 17=-211(1011d case 7). 16=-76(1aad cae 8), 15=-88(1aad C1111l1 8), 14=-96(1oad C81Ml 8), 1 ~II(1oad caae 8) Max Grav2--695(198d caae 2), 11=31 O(load ease 3), 17=81600lld case 2), 1B=212(1oad cue 3), 16=243(1011d cUe 3), 14=225(1o&d cue 3), 13=264(Iaad caae 3) FORCES (Ib) - Maximum Com~on/Maxlmum Tension TOP CHORD 1-2==0175,2-3==-6551161,3-4-101136,4-5=-51208, 6-80=ar.26ll, 6-7--11207, 7-8=-1/165, 8-9=-21173, 9-10=-32/171, 10-11=-821178,11-12=0173 SOT CHORD 2-1B--129/484,17-18=-129/484,16-17=-148/183, 15018=-148/163, 14-1~148/163, 13-14=-141l1163, 11-13=-148/163 WEBS 3-20--7101251, 19-20=-705/250, 17-1900-740126B. 6-17=-4491120, 7-16=-195186, 5019=-n/40, 3-1B=OI228, 8-15=-197/119, 9-14=-188/110, 10-13=-2251117, 4-~1 ~~: ASCE 7-88; 100.; h=25ft; TCDl=4.2p8r; BCDl=6.0psf; Cal8gll/)' II; Exp C; enclosed; MWFRS gable end zone; cantlever left I and right eJCI)llS8d ; end vertical left and right ttJljlOMd; lumber DOl=1.33 plate grip DOl=1.33 2) TeLL: ASCE 7-98; Pf=25.0 pst' (lIat roof snow); Exp C; Fully Exp. 3) Unb8lanced anow loads hlMl been aonaldlnd forthls deslgn. 4) This truss has been dlllligned far 2.00 times ftat roof load r:t 25.0 pat an averbengs IlClIW:Dncurrent with athlll: We Ioadl. 5) This trusa has bMl1 designed far. 10.0 JlSf baftom chord lYe load nonconcurrent with any ather IhIe loads. 6) Thia trun reQuires plB1B Inspeclian pertbe Tooth Count UeIhod when this tNas is choelll1 farqullllty llHUranee Inspection 7) A plate rating !8dudlan. rl2O% hu bem1 applied for the gAlelllumber membelll. 8} Thls tru.. Is designed In accardlUlCll with the 2003 Inl8rnalionlll Buading Code aeclian 2306.1 and referenced slandard ANSVTPI1 LOAD CASE(S) Standard EXPIRES: 12-19-06 [ EXPIRAilON DATE: 06-30-06 ] June 10,2005 .A ..- - ""1IIJ.r.fP,.__ _.-aD JIUD8 08' uaa AlrDJIIlO.l:lIIaJ ~ II-.ca _JllJ.f'4f'8.-aR11: -. DeoignWJid -onlv_ M1rlll: cenneclcn.1hil d8olgnlo bcooed only upon,...,.,."..... oI>awI\. and 10 loran WlMdual buIlcA1g~nL Appicabllly or design __and .....ptWlncarpcralcn ofc:amponent lo....pol1llbllly of bUIdIna deoIgnw- nat_deslsl_. BracIng shawn 10 lor bhotalouppar! aflndMctualwwb ~ allly. Addilonal~ bac:Ing 10 Ins..... sfgblltycfllllrQ canslrucflcn is !hit napclI..uit, cI!hIt <noeb'. AddIIanal ~ 1lracln~"'__I""""""Io1he rweponol:llltyof... ~ dotsIgnw.fargeneral guldanae ~rdi1g _ Iobrieallon, quaIIy conIrd. ~ d . """"n and broc:O>g. canouII ANSIIrl'l1 QIoalIy CIhoIa. DS8-8t alHlllal1 _II ~ SaWy -..... .....1abIa Irori'I TRJIII'biIt ~ ~ D'Onafllo llftve. Madloan. W15!719. T777__lMIa .. _108 . CIna HeIgIno, CA.lllllllD MiTek- I:' 1:- I::': PRECISION ROOF TRUSSES. CLACKAMAS.OR. W01S rn <>.c""M" TM<Jf . .'--1 JDb Refsw1ce IClIIlillllllll 6.100 s.Sep 172004 Mrrelt lnduAl.., Inc. FIt'-"n 1D 08:17:54 2005 PlIgIll .1-U 1+0 5-7-12 5-7--12 1o.e.cl 6-W 15-1D-4 6-1-4 2HHI 6-7-12 23-l).O I 1-&.0 SolIe -1:41.4 4loI = 4 1 B.DO It2 8 3iIcIl= LOADING (pst) SPACING 2~ cst DEFL In (Joe) rldlllI lid PLAl"ES GRIP TeLL 25.0 PIIl1es I~e 115 TC 0.33 Vert(LL) -0.17 6-8 >999 240 MT20 2201185 (Roof Sn0w=25.0) LurnMr Increase 1.1~ BC 0.58 Vert(11.) -0.54 6-8 >464 180 TCDL 70 Rap StrBss Incr YES ~ 0.38 Horz(TL) 0.05 6 nfa nla BCLL 0.0 Code IBC20031TPI2002 . (Matrix) WllIgh~ 89 Ib BeDL 10.0 10.4-0 llHH1 21.&.0 1 D-8-II lUMBER TOP CHORO 2 X 4 OF No. 1&Btr G BOT CHORD 2 X 4 OF No. 1 &Btr G WEBS 2X4 OF S1d G BRACING TOP CHORD BOTCHORO stnJclunIl wood ~lrig dll'llCtly applied or 4-10-12 DC purllns. Rigid ceiling cInlclly applied or 10-0-0 DC bnlcing. REACnol\lS (Ib1l1lze) 2all94lll-S-8, 8"99410-5-8 MlIX Horz:2=-101(1oBd case 8) Max UplJll2e-.204(Joed case 7), 6=-204(1oed case 8) Max Grav2=1189(1oed C88e 2), 6=1189(1oad C8Il8 3) FORCI:S (Jb) - Maximum ComprasionlMaximum Tension TOP CHORD 1-2=0115,2-3=-11125/211.3-4=--10931140, +5=-101131140, 5-6=-1626/21,. S-7:Qf75 BOT CHORD 2-8=-181"347,6-8=-9311347 WEBS 3-8=-595/186. 4-8=01587. 5-8=<-595/187 NOTES 1) Vv'ind: ASCE 7-98; 100mph; hz25ft; TCOLz4.2pIf; BCDL=6.0pst; Categlll}' II; Elcp C; enclosed; UWFRS Inlerior zone; cantil_1eft and right e.lIPONd.; end vertlc8l1eft and right expoII8d; Lumber DOL=1 33 plate g~ DOL=1 33. 2) TCLL: ASCE 7-98; Pf=25.0 pill' (IIat roof snow); Elcp C; Fully Exp. 3) Unballlnced snow loecIs hll\lll been considered far this design. 4) ThIs truss has been designed for 2.00 times flat roof load of 25.0 pst on overhanga non-concvrrent with otMt IiYe 108ds. 5) This iniss has been designed foI: a 10.0 pill' botIDm chonf IiVIl load IlDnconculTllnt with any other Iiw 10llId8. 8) This trul!ltl requires pIatll inllpllction per lie Tooth COunt Method when this truss is choeen for qual~ essu..noe Inspecllon. 7) A pInI I'8ling I'llduction of 20~ h8a been epplled for the g...... lumber mambers. 8) This truss is deeigned in accordance with the 2003 Intemetlonal Bulding Code Hction 2308.1 and ref818nced standlud ANSltrPI1 LCWJ CASE(S) S1Ilndllrd [ ExPIRATION DAlE: 06-30-06 J June 10,2005 .A - -1IlIrfllr....... ___..... _J1D2Z8 - nDB..uru llft%r1.aBD mDaI: JIZIIZIIS:IICS r_ -.,..73.B11:llQ1lZ DllIl. ~WlId far _anlywlh MiTelccannecbs. lhis design is based anIr upon parame....."""""'" and .faran IndMcklal buklng eompcnent. ~ 01 deoIgn P'!'" _db.. and _Inc;aoparati.>., oIcoq>anoonl is ....panoibiily 01 bul1r:ing designs- nal ~ deoigll.... ~........ Is IaI..alsuppart 01 indMdual web mmrberI only. MdiIionoI.lernporory blocIng 10 i,.u....labllly dUllng ccnnuclon..... reoponoNlyaf lie eIDCiar. AddIIOnal permanent bac81a of lhea-..I alruc:lure illhel'eOpanoibiilyof!he buiding deoigrw. lUgeneraI gu1clance NlgClrdng fabrication. qually canIroI. oIoIage. doOlo...y, eNIClion and Ioraclng. COIlIUIl ANSlIIPI1 ClvaIIy 0IIedU. DS.... and ICSIlluOc111og c-__ s-,............... _110m r... __. Sl3 D'O_ CrMt. Madltan. WI 53719. 771T~'-- .1_ _'08 . CillJll HeiQhta. CA, _10 MlTek- I:' 1:- 1= PRECISION ROOF iRUSSES, CLACKAMAS,OR. 97015 rn OLe....... TWlT - Rl--J 2 Jab IWwence lODtionell 8.100 . Sep 172004 IIITet Indullries, lnc. FrI Jun 10 08:17:57 2DllS Page 1 10+0 100M 21+0 1()'&() 8loll= &.Ie. , :3llJi 2 II II U12 II 5 -4 lblII = 4x12 ~ 8-0-12 ~12 PI'" 0IrseIs 0<. Y)' rt'1-4).,2 0411 13'0-0-140-5-91 14'0-8-11 0-1-0] 16'~7 ().O.81 13-6-4 21~ 5-4-8 8-0-12 . . . . . , , LOADING (p&f) SPAClNG 2-0-0 CSI DEFL In (100) IIdeII Ud PLATES GRIP Tell 26.0 PlatelllllCnlBlllt 115 TC 0.83 Vect(LL) -0.18 4-& >999 240 MT20 2201195 (Roof Snaw=25.0) Lumber InctMSe 1.15 BC 100 Var1(TL) -0.38 4-& >888 180 TCDl 7.0 Rap StnI8a.lncr .NO we 0.54 HoIz{T1.) 0.08 3 nfa nIlI BeLL 0.0 Code IBC2003lTP12OO2 (Matrix) Weight: 283lb BCDL 10.0 LUMBeR TOP CHORD 2 X 6 DF SS G BOT CHORD 2 X 10.DF SS G WEBS 2 X4 DF No,1&BtrG BRACJNG TOP CHORD structural wood Bhealhing cflf8Cllyapplied or 4-0-12 DC purtllll. BOT CHORD RIgId calling chellyapplilld or 1~ DC tncklg. REACTIONS (lblIIU) 1-6305J0-5-.8,3=8785JO-5-8 Max Har.z1--72(1oad C8IIIt 5) MlllC UpllIl1 =-1113(1Ol1d calli 7}, 3=-1583(1Ol1d case 8} Max Grav1 =7383(1oad C8M 2), 3=9438(1oad cae 3) ~ (Jb) - Mmnum CompreaionlMlllClmum TltIIIian TOP CHORD 1-2=-15866J2412,2-3=-15401/2481 BOT CHORD 1-8==-2131114089,5-80>-1821/10249, 4-5=-162111D24$l, 3-4=-21&4.113685 WEBS 2-8a-1038f781t, 2~1170Ja989 NOTES 1} Special connection raqulred to disfributll bo1lDm chord loads equally between aU pI"lK 2) 2-p1y 1111.. to be c:onnecIed lDgeIher with 0.131")(3" NaD. 81 f911oM: Top chord. connected as tbIIqwa: ~ X 6 - 2 raws at 0-9-0 oc. Bot1Dm chords COIIII8Cted 8S fcIlow8: 2 X 10 . -4 raws at 0-4-0 DC. ~ conllllCled 88 follows: 2 X 4 . 1 roW at O-i-O DC. 3) AI ~. llI8 considered equlllly applied to 811 plla.. except If notl!cl 81 front (F) or bacIr; (B) face in lIIe LOAD CASE(S) secIIon. Ply to ply connectlona have been provided to dlstrllula only loads notBd .. (F) or (B), unIes8 otherwise incflClded. 4) VIIInd: ASCE 7-98; 100mph; h=25Il; TCDL.....2P;1f; BCDl-cl.OP8f; CategOl)' II; Exp C; end08ec1: MWFRS Inlariorzone; CIIIltJ_leftand right exposed : III1CI vel'liclllleftand right exposed; Lumber OOL=1.33.p1ate grip DOL"'1.33 5) TCLL: ASCE 7-98; Pf=25.0 psi (11m roof 1i1lClW); Exp C: Fully Exp. 8) Unbalanced _loads haw been con8idered for IIIls design. 7} This llU.. h.. been de&lgned.for a 10.0 pst botIDm chord Ova load nonconc;urrent with any o1her.llwloads. 8) Thll truM raqulres pIa\e inspection per lIIe Tooth Count Mef10d when 1111111118 is ehosen for quality assurance inspection. 9) A pl. rdng reduction of 2O'K. has bHn applied for the green lumber members. . . 10) This tru.s Is designed in accordance wl1h 1ha 2003 International Building Code eeelIon ~06. 1 end refitrenced sIand8n:I ANSlITPI1 11} Girder carries lie-in apan(s): 36-0-0 from 11-0-12 to 21-6-C 12) SpecieI henger(a) or oIhlIr connection .devlee(a) ehan be provided UlIclent to support concantrllted load(s) 52381b down and 8871b up at 11-0-12 an bottom chonl. The d8lignlllelection of sueh apaclal conneclion device(a) iB the rasponslbRity of oIhens. J.OAD CASElS) Standard Continued on page 2 I EXPIRATION DATE; 06-30-06 ] June 10,2005 A -: ..........JOA.-...... __JlIOnBOlI'7m8DDJBICE.IJDII:IJ_~__HR_-' Design vaIcI Ie....... only.... Nlrel:COlll1OtCbo.1hIo _gn 10 based only upcn paR:lme....ihc:MoI,and Io....an IndMduaI bIAIcling CCXJ1POI*lI. Appicabilly.cf deIGn pa",men'" ClndlllO_~IOOIPO'''1Ioo , of ""~Io_oraibi1ily DfbUlding ~ - not..... deoigiloor. 8roc:lng ohcw> ;, lor ~1..ppartDf IncIMdUCII~"""'" rrit. AddIIIanal ~ bracing 10 irwIJte ota~ duIng ccnoIn.dc>n 10 1M rwpano1bllly 01..... erecIcr. _1 pemlCIIMOnI bochg efIM..........m.ctunt Is ....._~Ihe WIcfIl1g~. Fcr~ gu~nogcodIng 101lricoflon. qUCllly l'OIIlrQ. sIcIogoo. cIoillwty. ..-" Clnd bracing. CClI'lSIlt 1 QaaIIy 0hlIcI, Dll-19 ...d IICSIllu1k1ntt c.n.po...nt ~ IIIIonnc6m ......bIoo tom Truss Plofe I~ S83 D'Onoilc Driv&, McdlIclIlo WI 53119. 7777 GnenbU: LoIIe . =~~95S10.1 MiTek- Job Truss TlUSll Type Qty Ply GlC HOMES lMOT - Gle6 B3 COMMON R16847 PRECISION ROOF TRUSSES, ClACKAMAS,OR. 97015 2 Job Reference 81 6.1005 Ssp 172004 MTek Industr1es, Inc. Frl Jun 1008:17:572005 Page 2 LOAD' eASE(S) standard 1) Snow: Lumber Increase=l is, Plate 1IlCI'llUe=1 15 U nlfonn loads (pi!) Vert 1-6=-20, 3-6=-734(F=-714}, 1-2=-64, 2-3=-64 Concentrated Loads (lb) Vert 6s-3750(F) A IVAaIVJIVO. ver($ 4eoip___ __JIOns ON2'JllS AlIlDlIICr.m:lBD.IIImI[ ~ PAG& Jlll'-f'''73 BIIl'OItB llII& DesIgn vaad for use only wlfh MTelc connec1ors. Thk deslgn Is baaed only upon porameteB shown. and Is for an IncfMdual buIdk1g component. APplcabllty of design paramenters and pmperlncorporatfo., of C011l>O<>8nt is re>poruibiity of bullcfong de5ign.... not 1r\ISS design.. 8tacIng shown is for Ialeral suppcrt of indMduol web members only. AddHlonallemporary bracing 10 inMe sIobity during conslNclion is !he ~ of Ihe erecIor. Addffionol permanent bracing of fhe """". structure is Ihe~ of the building designer. For general guidance r~g foCricolion. quality conlrol. s1aroge. delivery. e<ecIIon aAd bracing. consuH ANSI/ll'Il Qually ~ _ and 8CSI1 _lIng~_ $cIIely 1-...- all'Olloblefn:>mTruos Plate InsIiIule. :i83D'OnoIrio DrIve. MadSon. WI 53719. TTn Greenbeck Lone I_ SuIte 109 ClIN& HoIghm. CA. 1l5610'- MiTek- Job TIUSIl "'" COMMON GlC HOMES TMOT - TIUSS Ql;y p~ GLC8 Cl Job RIIfInnce 6.1110. Sep 172004 MlTet InduAle,,11lC. Fri Jun 1008:17:5112005 Page 1 R1 PRECISION ROOF TRUSSES, CLAC~.OR. 117016 -140 140 10-&0 10-&0 ~ 10-&0 4lo4 = 7 &.llll J12 1 20 2lC3 II 111 2x3 II 17 2x311 18 2lC311 18 2d II 21-0.0 21-0.0 2240 I ~ Scale. 1 :40.5 PlalB 0If8eI& ex Yt. 12:0-1-12.0.1-81 112:0.1-120-1-81 , , , LOADING (JI'I) SPACING 2-0-0 CSI DEFL in (Joe) IIdlIII Lfd PLATES GRIP TCLL 25.0 PIaIBa InCl'lNllltt 115 TC 0:22 Vert(Ll) -0.02 13 nlr 120 IiT20 2201195 (Roof SnllW"'25_0) Lumber I_se US Be 010 Vert(TL) -0_03 13 nJr 90 TCOL 7.0 Rep StreI, Iner YES WB 0.07 Horz(TL) 0.00 12 nIa nIa BClL 0.0 RNlt 10.0 Code IBC2003ITP12002 (Ma1rix) WeIght: 100 III LUMBER TOP CHORD 2X04DF No.1&B1rG BOT CHORD 2 X 4 DF No. 1&B1r G WEBS 2Xo4DF StdG OTHERS 2 X 4 OF S1d G BRACING TOP CHORD S1ructunll wood ehlNllhlng dlreclly applied or 6-0-0 DC purtlna. BOT CHORD Rigid celing direcIy applied or 10-0.0 DC bl1lclng. REACTIONS (IhIslze) 2-2261214-(l, 12-226121-0-0, 19=188/21-0-0, 20c::188J21-0-0, 21=167/21-0-0, 22=172/21-0-0, 17=18Bf.Z1-O-O, 16-16sr.z14-(l,1~187121-O-O,1~172f.21-O-O,1B=1~1-O-O MIIX Horz2-163Qoad CUll 8) MIIX Upllft2s-113Qoad case 7), 12=-142(1oad C8IIlt 8), 19=-85(1oad case 7), 2O=-87(1oad case 7), 21"-99(1oad -7). 22=-66Qoad CUll 7), 17c-82Qoad C8IIlI 8), 15=-88(1oad C8IIlt B), 16=-8ll(load case 8), 14'"-6500lld Cllse 8) MIIX Gntv2-328(load case 2), 12=328(1oad case 3), 19=244(1oad case 2), 2D=233Qoad case 2), 21 "236QoacI case 2), 22==234Qoad cue 2), 17=24400lld _ 3), 1B=233(1oad case 3), 15=236Qoad case 3), 14=234(1oad case 3), 1B=153Qoad case 1) FORCES (Ill). Maxlmum CompresslonlMaxlmum Tension TOP CHORD 1-2a0173, 2-3=-121Al2, 3-<4=-83J96, 4-5=-58/128, 5-8=-581'162, 6-7~1/190, 7-8=451/179,8-9=-581126, 9-10=-SMl6, 10-11"-69133,11:,2-78/34,12.13..0t73 BOT CHORD 2-2200()f139, 21-22-0t'139, 20-21-01139, 19-20~139, 18-1lla=0I139, 17-18=0/139,16-17=01'139,16-16'=01139, 14-16-ot1rA 12-104=01139 L. WEBS 8-19=-20311 09, 6-2010-194/113, 4-210=-192/1104, 3-22--20511 07, 8-17=-2031106, 9-18=-194/114, 10-16--192/114, 11-104--2051106,7.18--11310 NOTES 1) Wind: />.SCE 7-98; 100mph; hc::25ft; TCDL=4.2pllf; BCDL=lS.Opef; Clltegory II; Exp C; enclosed; MWFRS gable end zone; canlII_1eft and right exposed ; end vertical left and IlIht lIXIlOsed: Lumber 001.=1.33 p1a11t grip DOL-1.33. 2) TNU designed for wind Ioada itlhe plane d the truss only. For sluds exposed b wi1d (normal to the face), _ MITek "Standerd Gable End.OellIII" 3) Tell: ASCE 7-98; Pfoo25.0 pit (Ibrt roof anow); Exp C; Fully Exp. 4) Unbalanced anew loads IIavIl been considered for !his design. 5) This 1rusB has been designed for 2.00 limes lIat roof load d 25.0 pst.on owrilange non-concurrentwllh other live loads. B) Thllln/H has been dllBlgnlld for a 10.0 pBf boI1om chord liwlOlld nonconcurrentwith any other live loa!!.. 7) Thia trues rlIqull8ll plllIB inBpec:Iion per the Tooth Count Method when lhls truss 's a-en for qllllllty aselll1lnce inspection 8) GllbIe rlIqulres cantinuoua botfDm chord bHring. 9) GllbIe atuda spaced at 2-0-0 Dc. 10) A Dlala IBting reduction d 20% hlIS been applIed Ibr the green Iumblll" membera. Coillinlied on p8Qe 2 ( EXPIRATION DATE: 06-3Q-06 ] June 10,2005 .A ..-. vef/) ...._.. .... --MmI8011__JIICUlDI:DlllmEaar--c:..__"D__ ~vaJd far ~anlywilh MlTekconneclca. ""'-v. 10 ~ ant{ IJpon pararnet..1hown. and II farCll"lIncllllclud bulIrJng ~ billy at deoign ""'"'- and PI'OI*" IncaparaIan at ~ lI...pcIIllIbIIIly at deolg_ -1ID11ruoo .-Jgner-.!racIng _ Is _ svppat C1f~ual web __ onIr. Addltbnal1empcrary bracing k>......IIa~Udng corwhJetlan Is ""'~iIyat1he -. AddIiOnaI p<mlClnen11:waci>g 01 ""'.......... _Iolhe~ oflhe buIIcing""", /'erg..,..,1 a<*;lance ~II faaIcaIlan. qually canlIoI,-atolage. delllMry. ........ and bracing. canoull ANII.ml1 QoIaIlJ 0IIetIa. os",., aMIl1CS11 WIoIl"ll c:.ionpoINIII ~.........-.. _bIe from nu. PIafe InoIIlvfa. Sll3 D'Ona6lo 0IM0. MociIoan. WI &17". rrn___,-- .. _toa ana HeIghIo. CA, 1lIi810 MlTek- Job T /lJlIS Truss Type QIy Ply GLC HOMES TMOT . RI884734! GlC8 Cl COMMON 1 1 Job Reference'ODtlona/\ PRECISION ROOF TRUSSES, CLACKAMAS,OR. 97015 6.100 B Sep 172004 Milek IndUSllies, too FII Jul110 08:17:58 2005 Page 2 NOTES 11) Thl& truss 1& designed In accordance with 11115 2003 International Building Code section 2306.1 and referenced s1andard ANSIITPI1 LOAD CASEIS) Slandal'd ..A. 111'_. VerfIII dalgapalll .._ _ KUD lfO't'a 011 rms AND JlICLl7DaD.III1ZlI: _,AGa JDI.f'4f'3 .8&I'ORll:-' DesIgn wid lor use only "'*" MoT ek c:onneclcl1. Tha dellgn Is based only upon parameten shown. and Is I", onlndMdual buldlng eamponenl. App5cabl1lly of deslgn J"!"menI.... and proper inc::orpan:Jllan 01 """1'>Onenlls respanslbll1y 01 buIlding designer. no! truss designer. BmeJng shown Is lor Ialeral",pport oI..dMdual ~ members only. Addltianallemparary bracing to insure JIobllily during c:onsfructlon Is the responstllaty of lhe ereeIar. AddIIIonol permanenl bracing of the .....,1 sWueiIxe Is.the respanslbllty of the buIlcing designer. for general guidance regardlng labricallon. quaily c:ontrol. s1oroge, de/iwwy, _ and bracing, c:onsu~ .. AHSl/rPl1 QuaIIy ~a, DS"" and IICSI1lk111d1ng Camponenl Safely InIormaIon avaiIoble from Truu Plate IrosIlluIe. 583 O'Onafrio OriYe, Macfoson. WI 5371'.. . 7777Gn1e~lMe r 6ultel09 CIrus Heights, CA, ~10. MiTek- I~ 1- [~-'"" GLCtI C2 COMMON PRECISION ROOFlRUSSES, a..ACKAMAS.OR. 97015 CJ:] QO~ nor. ~-J JoIi R8I\nnce tDPlIon8Il 6. 1 lID s Sep 172004 M1Tek Induslriea, Inc. Fri.kl'l to 08:17:59 2DD5 Page 1 -1-ll-l1 1-6-0 6-B-4 6-B-4 1~ 4-11-12 15-6-12 4-11-12 21~ 6-B-4 22-8-0 I 1-8-0 . SOlIe . t:~.5 4lo4 = 4 lI.lID 112 8 llldl= 1~ 1~ Pl... orr.ets ex. Y): 12:0-&-0 ~10t rs:o-&-O ~101 21-4Hl '10-8-0 , . . LOADING (pst) SPACING 2-fH) CSI DEFL in (loc) IIdell LId PLATES GRIP Tell 25.0 Pla_ Increase 1 15 TC 0.31 Vert(Ll) -0.15 5-8 >999 240 MT2D 2201195 (Roof Sncw=25.0) Lumber Increase 1.15 Be 058 Verl(l1.) -0.50 s-e >497 180 TeDl 7.0 Rep Stras Ina YES V\IB 0.33 Horz(Tl) 0.04 5 nIB nfa BCL.l 0.0 Code IBC2OO3ITP120D2 (MatrIx) weight 871b BCot 10.0 LUMBER TOP CHOfro 2 X 4 OF Nc.1&Blr G BOT CHORD 2 X 4 OF Nc.1&Btr G WEBS 2X40FStdG BRACING TOP CHOfro Structural woDel ahGllthlng dlreclIy applied or 4-11-1401: pulfln8. BOT CHORD RIgid ceiling dlreclly IlPpUed or 1 Q.O.() oc: brac:lng REACTIONS (lb/slze) 2-973J'G.5..8, 6=97310-5-8 u.x Horz2=-9lI(IoIld case B) Max UplIfl2-..202(Io8d cue 7), S---202(load caae 8) Max GrIIv2=1188(Joad case 2). e"1188(1011d case 3) FORCES (Ib) - Maxlmum CompnlNlorJMaxImum TeMIon TOP CHORD 1-2..0J75, 2-3-15831205, 3-<4....10661138. 4-Sa-10851136,lH5=-16B3I205, 6-7-0175 .BOT CHORD 2-8--17&/1311.11-8....9011311 WEBS 3-ll&677/181, 4-8=01572, 6-8=-6nI181 NOTES 1) ~ncf: ASCE 7-68; 1 OOmph; ","25ft; TCDl.....2psf; BCDl~.Opsf; c.tegory II; Elcp c: encloaecl: U\'\/FRS in1erior zone; c:anli1_left and ~ht exposed : end WI1Icalleft and right expoaed; Lumber DOL-1.33 pi_ grip DOl=1.33 2) TCU: ASCE 7-98; Pf-25.0 pet (1Iat roof snow); Exp C; Fully Ellp. 3) Unbalanced .now load$ hawe been con.ldered for 1hIs d-'gn. t. 4) ThIs truss has been dealgned tor 2.00 t1mesllat roof load of 26.0 psf on overhangs non-ooncunent with olher IIv8 10IIds. 6) ThIs truas hu bBlln designed tor II 10.0 pat bottom chord live load nonconcurrent with lIny other Nile 10llds. 6) This truss requires plalB lnspecIIon per the Tooth Count Method when this iniss. chosen for quality 8Isurance Inspeclion. 7) A pistil rating reduction of 20% has been applied for ilia g'-1lurnber mambers. B) ThIs lruu is designed in accorcIance with tha 2003 Intlllmatlorull Bulcllng Code sec:Ion 2306.1 and referenced standard ANSVTPl1 ~ CASE(8) S1IIndllrd { EXPlRAnON DATE: 06-30-06 ] June 10,2005 ..... 1l"A.RlIl:WO. .........._-_. _ ___ 0II"2'BIIr -JJIl';%.lJi:lD~___ NGE.IIIJ.t'4r3 _ DB. Deoign YlIIid let"", only..... Mlet CCI'IJ'lectOfL This dooign is based only upon pmamelon -. and. let anndMdual building c:ornF'<l'*'l- ~oI deolgn PCIIQI.,...... and proper;'lCCXpDour~, ofcomponenl.~of ~_-not_~. Bn:ldng Ihown Ii lCr lateraflUppOlt of lndMc:luaI_ _bln only. AddilianoJ lempa-cay boacI~ 10....... sIab&y conslrucllDn.the ~ of the ..-..:tor. AddIIIonaI """"""'*" brac~ of the cwwaUolruc1unt is thot--.mtYcif ....b.JIdk1g desV-. gen_gu1dance..gardlng Ial>rlcatlon. qually -.trot. "",-. cI8IYely, IftCfIon and brocing. CORl\lIt AHSl/I"ftT QaraIIy ~ OSIl-It -.I ICSI1 ....... Canlp"""'" SalIfy InlormaIIoa .....lab!. from m.. PialelrdMe. 583 Q"OnarIb llIII/oe, ModIoan. WI m19. 7TT7G_lAnt .. 8...,011 . ClInI& HelghIa. CA, 115810 Mirek- 1:00 I: 1= PRECISION ROOF TRUSSES, ClACKAMAS,OR. 97015 rn "'-CHOOES "l<" - .'''''''j 2 Job Rertrence (OI)lIClnllll 6.100 . s.p 172004 Mrreklndus1ries, lne. Fri Jun 1008:18:01 2006 Page 1 8-0-12 8-0-12 10.e-0 2-6-4 12-11-4 2-6-4 21.0.0 8-0-12 SldI II Sella = 1:41.3 a 6.00 112 11 I '7 IS 4llIl1I 1l1lc10 = 8118 =4lc8 II 8-0-12 8-0-12 'HHI-O 2-6-4 12-11--4 :N>-4 21.0.0 8-0-12 Pl_ 0Ifsets fX.Y): 11'1-0-2 0-0-1112'0-1-4 0-2~1 14'0-1-4 o..2~1 f5'0-0-14 Q-S.lIlll3'Q..6-4 0-2,-01 19'0-&4 0-2-01 . . . . . . . . . . LOADING (pili) SPACING 2-0-4 CSI DEfL in (Ice) Ildel LId PLA'TES GRIP TCll 25.0 Pla1laa Ina"eue 115 TC 0.85 VerI(LL) -0.18 5-6 >99~ 240 MT20 220/185 (Root Snaw=25.0) Lumberln~ 1.15 BC 0.88 VerI(TL) -0.41 5-6 >604 180 TCDl 7.0 Rep Stress IIlCI' NO WB 0.95 Horz(T1..} 0.08 6 nla ilia BCLL 0.0 Cods IBC2003ITPI2002 (Mstrix) Weight: 2971h BeDl 10.0 LUMBER TOP CHORD 2 X 6 OF No.2 G BOT CHORD 2 X 10 OF SS G WEBS 2X4DFStdG~ $-82 X4 OF No.1&Btr-G BRACING TOP CHORD StrucIuraJ wood sheathing din!lCly applied or ~9 oc purllns. BOT CHORD Rigid CllIling dil8cl1y applied or 10-0-0 oc bracing. REACT1QNS (Ibfsize) 1-599OfO-H.5-85801O-5-8 Max Horz1=71(1o&d case 6} . UBlC Uplll1=-1058(load CBBe n. 5=-1527(1oBd C8ee 8) LIax Grav1 =7039(1oad C811112), S=ll256(loed case 3) FORCES (Ib) - Maximum Compl888ion/Maximum T_iori TOP CHORD 1-2-14798/2247,2-3--12043/1968.3-4=-120731'1983,4-5-14836/2354 BOT CHORD 1-9&-2009/13190, 8-9=-2009113190. 7-8=-2050113112, 6-7-2050113112, S-8oo-2050113112 WEBS 2-$=-600/4312,3-8--1859/9985, 4-8-724t4097, 2-800-42351831, 4-8o:..4092III21 NOTES 1) Spec:IaI.connectlon requlrsd to dlslrlbulB boIlom chord loads equBlly ~ BII pr_. 2) 2-p1y truss to be conneded logethsr wIIh 0.131")13" NBDs as foIkMB: Top chord. COIUll!CIBd sa fDIIDWB: 2 X 6 - 2 rows sf o..&-Q DC. BotlDm chorda conneded as foIlaws: 2 X 10 - 4 IOWa at 0-4-0 OC. Webs c:onnectsd as follDWB: 2 X 4 - 1 lOW sf Q-9-O oc. 3) A1lloada are conalder1ld equBlly applied to en plies, __pt I noted as front (F) or back (8) fllce In the lOAD CASE(S) section. Ply to ply connectiona have b!Ien ~ded to dIstribu1e only loads noted .. (FJ Qr (8), unless otheTWie 1nd1ca1ed. 4) 1Mnd: ASCE 7-88; 100mph; h=25fl; TCDL=4.2pef: BCOL.=l5.Opsf; c.tegory II; Elcp C; enclosed; U'tVFRS interior zone; cantlewr left end right expowd ; ,nd Wl'ticaIleft llIld rlgtrt 8)CpOS8d; l.1Jmber OOL=1 33 pIa1e grip DOL"1 .33. 5) TCLL: ASCE 7-98; Pf-25.0 pat (ftsf roof snow); Exp C; Fully Exp. 6)-tJnballlnced ..now.lced. .have bean-CQnsIdered.for-fhls.dealgn, 7) Thle trwe has beBn deslgned for e 10.0 pat bottom choJd Iiw load nonconcurrent wiIh any other IJIIe Ioeds. 8) This l1uaa requires plaia inllpllCtion pili' 1he Toolh Count MflIhod when Ihis truss is chosen for qu.1Ily assurance fnapeclion 9) A pJllllllllllng IBduc:tIon of 2~ has been applied far the g~ lumber membenl. 10) This !ruBS Is designed in IICCOrdence wiIh the 2003 InlIlt ,lIltIol,81 Building Code S8CIIon 2306.1 and referenCCK! e1andard ANSIITPJ 1 11) GIrder carriell tie-in .,.n(s): 36-lI-O rrom 8-0-12 to 21-0-0 12) Special hanger(s) or other connection devlce(s) sheI be pJ'Cllllided eufIic:lent 10 support conoenli'lIted Ioad(s) 6238lb down and 8871b up sf 8-0-12 on bottom chord The deslgnlseSectlon of such special connection devlce(.) Is the ~ of others. ~Btindard I ExPIRATION DATE: 0&-30-06 1 June 10,2005 At. --. ~......- "I~"''' ----nrDIAIlIJlIIa.mIIatlllftl:l:~p__Hn___ ~n....id lor lft8 onlt wIIh Mret ccnnedcn. ThIo deolgn " ~ o~1y upon pgoo"""'- Jhown. ond " fer (In IncNdud bulldTng oornponenl. i1yd dMgn ~and IlI\>PW nc\'llllOn.ol.., dc:cmPonenf" IeIpOnIIbIIIy gf bulking deoIg__ not......~; 8radng _ it 1aI_1\IIlPCIf of iKlMdual WIIb members onfy. ~I ~ boc:Ing 10 Inlu'e JIobIItv durlng cons1rucion Is the _slbllllyd the ....c1or. Ad<IIIonaI-"""""" bIaQ,g d 1Iw......1 s1ruc11n it"'" ~ 0I11le lddng delrIgner. Far ~I gLfdanee twgCIIdklg fabrlcallan. qually........L 1Iaagot, dolv.y. 8AlCtlon and bocIng. ccnouf. ANSIITrIl Quollly 0tIerIiI. 1IS1-89 -' ICStI ~ OompH_ Scnty InIonnaIooo ......bIeflomT..... PbI8Ino1l1u1e. SS3 D'Ona/rIo 0rM0. Madllon. WI 53719. 1TT7~nbac*; Lone .. _1ll1l CIna Mala""', CA,'9all1O MiTek. Job Truss Truss Type Q\y Ply GlC HOMES TMOT . R16847351 GLC6 C3 COMMON 1 2 Job Reference (oDlionall PRECISION ROOF TRUSSES. ClACKAMAS,OR. 97015 6.100 s Sep 17 2004 MITe!< Induslrtes,lnc. Fit Jun 1008.18:01 2005 Page 2 LOAD eASE(S) Standard 1} Snow: Lumber Increase=1 15, Plate Increaseo:1 15 Uniform Loads (pit) Vert 1-9=-20, 5-9=-734{F=-714}, 1-3=-64. 3-5=-64 Concentrated Loada (lb) Vert 9:-375D(F} ..... IP'ARltlIII1. v~......~ cuuf R&lDJro2BS 011' nmr AIm.llVCLUDIID 1IIT&J[Jt&FZ2&NCE PAO.CJlllJ.t""73 JIUO.RB 08& Design void tOr !Me only IMIh MITe!: conneclors. This design is bared only upon paIOmet.... .t>own. and ~ fer an lndM::lual bulIcing componenl. Applcabl!ly of deJlgn pararnen1ers and proper ineorpataIion of component is responslbMy of bul1dIng desJg.-. notlruss deslgner. arccing shown IstOl_supportoflndMdualweb members only. AddIIfonallempalOly btoclng 10 ins.... sI,>bilily during construction Is. the responslblIIIy of the """,lor. AddIfionoI permanent bracing ollhe 0_01 sfrvcIure is the r~biiIy of the bulding designer. for general guidance r"9<'dlng to_oon. quaily confrol storage. dellve1y. wectron and bracing. ccwulAl ANSI/lPI1 Qua1Iy CsllMlo. 058-8' and ICSl1 Building Component ~ InIonnotkm available from Truss PlaIe InsllMe. S83 D'Onofrio DrIve. Madlsqn, Wl53719. nn G....n_Lane _Ie StIle 109 CItrus Helghtll, CA, 95810. MiTek- I~ 1:- I::': PRECISION ROOF 'TRUSSES, ClACKAMAS,OR 97015 CD GLC.HohES TMOT . 01"'1 Job Rafm'enc:e lllllllonBll 8.100 s Sell 172004 hlTek IndUllrtea, 'nc. FII Jun 10 D8~1B:03 2005 Page 1 4&0 HHI 8-0-0 8-0-0 111-OoQ 8-O-a 17+0 1+0 ScM-1:317 4114 = e ~ 1 2lC! II 2lC! II 2lC! II 2x311 2x311 2x311 16.().() 16.().() Pili. Olrsets OCY): 12:0-1-120-1-81 f10:O-1-12 0-1-81 , , LOADING (Pm> SPACING 2-0-0 CSI DEFL in (lac) IIdell LId PLAlES GRIP TSU. 25.0 Pla1elllncrB81111 115 TC 0.22 Verl(ll) -0.02 11 nIr 120 MT2D 22Q/195 (Root Snow=.25.0) Lumber InCR!ll8e 1.15 BC 0.10 Vert(T1.). -0.03 11 nlr 90 TeD!:. 7.0 Rep~lncr YES WB 0.05 HolZ(TL) 0.00 10 rIJa nIa BCll DO Code IBC2DD3fTPl2OD2 (M8lrbc) Weight 711b BCDl 10.0 LUMBER TOP CHORD 2 X 4 DF No. 1 &Btr G BOT CHORD 2 X 4 DF No.1&BIr G OTHERS 2 X 4 DF S1d G BRACING TOP CHORD SlnIcbnI wood 'heathing directly applied or e-o-o DC purtJns. BOT CHORD Rigid celing directly ~pIIed or 10-0-0 DC bracing. REACTlONS (IbIslze) 2=21S11e-o-o, 100:215/16-0-0, 15=154/16-0-0, 16=1156116-0-0. 17=1n/1e-o-o, 18=133/16-D-D. 14...,66f16-D-D, 13-177/16-0-0,12-133116-Q-O MIlX ~2==-125(IDBd cue 8) Max UplIIl2-132(IDBd cue 7), 1D=-156(1oed _ 8), 16=-83(1olId case 7). 17=-1D4Qoad case 7). 18=-30QOItd Cite 7). 14=-81 (load ca.. 8), 13=-105QOlId case 8). 12==-29<k*l_ 8) MID( Grav2m314(load CBIIe 2), 10=314{108cI ClII 3), 15=154(1oad CIlSII1}.18=241(1oad case 2), 17"'248(1oad cae 2). 18=179(1oed cue 2). 14=241QDlld cue 3), 13=248(1oad cae 3). 12=179(101td cae 3) FORCES (Ib) - Maximum CompreNionIMaxImum TeneIon TOP CH'ORD 1-2"'0173.2-3=-84/56. 3-4-5B18B, ....5=-581121, S-6:-81/149, 6-7=-61/139, 7-8=-5&'83. 8-9=-56134. g.10~, 10-1100Qf7 BOT CHORD 2-1Ba(l/112,17-1e-ot112, 18-17..01112, 15-18..ot112, 14-15=001112, 13-14=01112,12-13=0/112, 10-12=01112 WEBS fl.;1S--113lD, 5-16=-2031109, 4-17-2001120, 3-180=-188185. 7-1"-=-2031107. 8-13=-200/121, 9-12=-168/84 N011:S 1) WInd: ASCE 7-98; 1llDmpll; h"'25ft; TCDL=4.2psf; BCDl=lS.Op8f; Catllgory II; Exp C; enclosed; MWFRS gable end zone; Cantlewr left I and right expD8Bd ; end vertical left and right exposed; lumber DOL=1.3:! pIete grlp DOL"". 33. 2) TI'IIR dea/gned for wind loads In'1he plane d the truea only For a1uda 6lepoted 1D Wind (nOrmal to 1he face), see UiTek"Standerd Gable End OeIar 3) TClL: ASCE 7-88; Pf=25.0 pst (ftat roof snovi); Exp C; FuUy Exp. 4) Unbalanced anow Io8ds have been COIlllideI'*f for thII design. 5) ThIs truss has been designed for 2_00 limn ftet roof load d 26.0 ps1 on overhangs non<ancurrent with olher IIw klads. e) ThIs lruQ hee been des1gnec1lor a 10.0 pst bolIDm chord live load nonconCUlTllnt with any other live loade. 7) ThIs lNss requlrea p1_ qpec60n per the Tooth Count Melhod when thiS truu iI.~ fOr quality al$W'8nc:e InspeclIon. 8) G.ble requires confInulll/& botlom chord bearing. 9) Gable aiuds spliced at 2-0-0 DC. 10) A pIIde rallng r&duction of 2D% lis, been applillC! for the green lumber IYlllI1Ib8ts. 11) This lrull8le cIeeIgned in IICCOrd..- with the 2OD3 IntemdORllI BUDding Cod. section 2306. 1 and referenced *ndMcI ANSIITPI1 LOAD CASE(S) S1end8rd I EXPIRATION DATE: 06-3(H)6 ] June 10,2005 .&. --. -. ........-. 1>-. ___ ow ~_Jlll:Z.DDlD.lllDZJdl:U'll&,.... _.Mll.Hn_-. Design wid fer _oowv.llh MWetconMCbJ. this cIeoIgn 10 bcDed only upon ~ohown. ondlllaron lndMdual buIdIng OClrIlpollent. Appioa~ or ~ pcwm_and JlftlPel"lnc_1Icn or component It_pcnibIty or~_ -noI1IuIo dedgn8-.IInx:Ing_ is far IalelOhupportof IndMdualweb........... only. Adc&:lnaI lwnporary broc:Ing to .....slobllly cons!ruclon 10 !he _~ or &Ie erecIor. AddiIonaI PMnCInent ~ of !he __...........10 !henoopolllt>lty cI the bUIcfng dellgn.r. gerwal guld"""," ~ IobrIcafian, qually ccntraI. ~. deIMoIy. -.:lion ond broc::irla. conouII ANSI/IPI1 ~ CIII.IQ. IJS...., <OJlCl1CSl11u1d1.. c-.-- SaIeIy............. _bIoo from ilUll PIote INIIuI8, saa D'OncilO DrM. MacIson. WI S3719. 77T1ar._...... .. _f08 ClIrus HolglTIs, CA. 95lIfO MiTek- I:' I~- 1= PRECISION ROOF TRUSSES. CLACKAMAS,OR 97015 rn~~~. ~-J 2 Job Reference loPlDllIIII e.100. Sep 17 2004 MTek 'r8lIfrill$,Inc. Fri Jun 1008:18:04 2DD5 Page 1 e.o.o 8-0-0 1e-o.o e-o.o 5lIfl1l 8C111e = 1:2ll.8 2 i &.00 [12 r~ <<10 ~ 4 3lclI \\ 4x10 .:::- &a.13 &8-13 Plate Oft\seta IX. Yl: f1'0-3-10 0-2-41 1"3'0-3-10 0-2-01 14'0-6-7 D-O-8l rs'0+1 0-1-01 1().S.3 4-6-li 18-0-0 S.~13 . , , , , , , , LOADING (pst) SPAC~G 2-0-0 CSI DEFL in (lac) VdtIII Ud PLATES GRIJ" Tell 25.0 Plata& I~ 115 TC 0.86 VllI1(lL) -0.11 4-5 >999 240 MT20 220/195 (Roof Sncw=26,O) lumber InCl'Blllle 1.15 Be o.n Vert(Tl) -0.26 4-5 >71lS 180 TCDL 70 Rep sa- Incr NO \/VB 0.33 Horz(TL) 0.05 3 nf1I nf1I BeLL 0.0 Code IBe2l1031TP12OO2 (Mabix) Weight 1651b BCDL 10.0 LUMBER TOP CHORD 2 X4 OF No. 1&Btr G BOTCHORD 2X8DFSSG 'NEBS 2 X 4 DF No, 1&8tr G BRACING TO? CHORD StrucIuIlll wood shlllllhlng direcay applied or 3-5-13 oc pullin.. BOT CHORD Rigid cellng diJecfly applied Dr 10-0-0 oc bracing. REACllONS (Ib/lIIze) 1a08201J0.5-8,3a62011O-5-8 Max Hen 1-s5(load cue 8) Max Upllft1-1104(1oad case 7), 3=-11 04(1oBd case 8} Max Grav1 =6298(loed CBIIe 2). 3=6298(1oad CBIIe 3} FORCES (Ib). Maximum Compnlll8ion1Maximum TtIIIlIion TOP CHORD 1-2--873311598,2-3=-973311898 BO.T CHORD 1-6=-1488/8574, 4-5=-1067~O, 3-4=-148118574 . WEBS 2-5"-80814830, 2-4&.80914830 NOTES 1) 2"il1Ytruaa to be connected together with 0.131")(3" NaIIu. foIIa\IIs: Top c:hordll connected as fDIIOM: 2 X '" - 1 row at D-9-O oc. BotIDm chorda connedad aa foI1O\11$: 2 X 8 . 2 rows at 0-7-0 DC. Web. connBc:ted .. foIows: 2 X '" . 1 row at 0-9-0 oC. . J 2) All loads are corusidllf"ed equally applied to 11I1 pliBII, elCClIpt if nolIld 8tI front (F) Of" beck (E!) face inllle LOAD CASI:(S) seclfon Ply Ie pi CXInnecllona haw been provided to disb1bute DIlly loads nDled as (F) or (B), unlesa aIhItnMBe indica1ad. 3) Wind: ASCE 7.9B; 100mph; h=25ft; TCDl=4.2p11f; BCDL=fl.Opaf; Category II; Exp C; encloaecl; MWFRS in1erlor zone; C8IrtIIever left and right IIllpOlMId ; end VlII'IicaIlefl and right expoeed; llImber DOL=1.33 plate grtp OOL=1.33 4) TCLl: ASCI: 7-88; Pr=25.0 p8f (ftllt roof Bnow);. Exp.C; Fully Exp. 5) UnbaJanc:ed BnOw !oed. Mva been ~ for 11I15 design, S). ThIB truM has been dBBlgned for a 10.0 par bottom chonIllve load nonconculTlln1: wiIh any oCher live load.. 7.) Thia truM. requ!RlB p/atIllnspllCllon. per Ihe T.oaIn Count M81hDd when IIIIB bu_1s chollen for qulllity BBBUllIJ1Ce .inllpllClian. 8} A p/atIl ~ng l8ductlon of 20% has been applied for lIIe green lumber members. II} ThIs truBa Is designed in accon1ance with the 2003 InlItmational Building COde &ecticn 2308.1 and rereranced standard ANSIITPI1 10) Glrdar carries lie-In BfBI(B}: 36-0-0 from 04-0 to 18-0-0 LOAD CASE(S) S1andard Continued on page 2 ( EXPtRATION DATE: 06-30-06 ) June 10,2005 .&. IMJ!IIDIG...... ...._--.... - _J1DTJ18 OII_~~___.lDJ.Hr.t_-. Deoignvaid lcr......."....I\III'... ccnnec:lcII.lhIo dtIIIgn 10 basedonlf upon pclIame"'lhown. and II for.." ~ buI1ding c:o.,'polI..d. Applcablil)' 01 delIIgn pan:rnent.,. andllfOP8fhcolpooralcn of c:omponenlls ~ of building desrgner-not..... deotI-. Bmcing.hown Iolar -&UppCfI oftldMduof_ _ only. AddJtongJ Ierl1pcoarf b1a~ lo n.n Ilablty dUring conolnlc:fian"!he ~of 1M eteetcr. Addlllonc:ll peIIl'laNlnllllac!ng of!he..-1lNcIl.re 10... _lIIlII\ c(!he bulJdIng deolgner. f<lrgen_llIUldonce rooeardlng tabllc:allon, qually conIrol. """-- CW-V. ereclIan and ~ conIIAI AIIISI/II'Il QuaIl)< ClhIla, 125&-1I9...t IIdn WIdIns ~1lIIf -,.-.....BOII CMIIIc:IbIe ""'" r..... Plate InIIItule. 583 D'OnaIrlO om.. Mod"-., W15371P. 7777lJ,..nbGkl.8ne ._ Buill lllll CIru. HeIgll\I, CA, ~,o MiT.1(- Job Truss D2 TIUSS Type CoMMoN Qty Ply GLC HOMES TMOT - GlC6 Rl6847 PRECISION ROOF TRUSSES, ClACKAMAS,OR 97015 2 Job Reference 0 n 6.100 s Sep 17 2004 MiTek Industries, Inc. Fit Jun 1008:18:05 2005 Page 2 LOAD CASE(S) Standant 1) Snow: Lumber Increase=1 15, PIa1e 1ncrease=1 15 Unlfonn Loads (pIf) Vert 1-3=-734(F=-714), 1-2=-64,2-3=-64 A IVAJtIfJlWG. Ve>iftr daip~ and REoIDlI02'&8 ON7mS AND JIVCUIlJED Ml2Z&" ~ PAGe Jm.7473 JII:IIOaB IlB& Desrgn veld for use onlywllh MTeI: connect.... This design is bo5ed only upon parameters shown. and Is for an lndMc:lual builclng c~nt. Applcablily of design _I.... and proper incO!pOfafion of ~nt is responoibity of bulldJng designer - nollruss design.... Bracing shown is lor 1c1eralsupporl 01 incfMdualweb rnemIleB only. AdcIltioncl tempomry bracing 10 Insure stablUly during consfrucfion is !he responsibilll1y of !he erector. Additional permanent bracing 01 the ..-..1 structure is !he responsfbllty 01 Ill.. bulcllng designer. For general guidance regClding fabricalIon. ClUalily control storage, delivery. _ection and bracing, consu~ ANSVfPll CluaIIy Crfl-. IlS8-89 ond BCSIl BuIldIng Component Solely IntormaHon """''''bIe from Truss Plate Insftlul... 583 D'Onofrio Orlve. MacIlson. WI 53719 . 7777Gr8enbEkLane .1_ SuIIe 109 CIrus Heighta. CA, 951110 MiTek- I~ 1:- 1= PRECJSION ROOF TRUSSES. ClACKAMAS,OR 97015 m== R'-1 8.100 s Slip 172004 MiT.k IncIualriBS,Inc. Fri Jun 1008:18:06 2005 P8IIlI1 -1..e.o 1-&-0 ~ ~ 11.().lJ s.&-O 4104 = 4 12-8-0 1-8-0 St*e . 1;22.8 I 1HHl 11.().lJ r~ Plate 0IJ8ID ex. Yl' 12:0-1-120-1-81 16'0-1-12.0-1-81 . . . LOADING (ps1) SPACING 2~ CS. DEFL In (Joe) lJdell Ud PLATES GftP TClL 25.0 P1atl!lsl~ 115 TC 0.22 Ver1(LL) ..{).03 7 nlr 120 MT20 2201195 (Roof Sn~5.0) Lumber Incree.. 1.15 BC 0.09 VetI(11.) ..{)J13 7 nlr 90 TCOL 7.0 Rep Slrea& Incr YES WB 0.06 Horz(l1.) 0.00 & nla nIB BeLL 0.0 Code IBC20D3l1""P12002 (Matrix) Weight .... Ib BCDL 10.0 UJllBER TOP.CHORD 2 X 4 OF No.1 &BIr G BOT CHORD 2 X 4 OF No. 1 &BIr G OTHERS 2 X.. DF Sid G BRACING TOP CHORD Struc:tural wood ahMlhing cliredfyapPIled or 6-0-0 DC purllna. BOt CHORD Rigid caDlng dlraclly applied Of 10-0-0 DC bracing. REACTIONS (Ib1size) 2=247/11-0-0, 6=247111-0-0. 11:94/11 ~~, 10:26411140, 1S=264111~ Max Hoa2:-lI8(1oad cue 8) Max UplIft2=..158(1* 011.. 7). 6=-174(1Dlld 011.. 8), 10:-107(1oad cue 7). 8:-106(1oad caee 8) MIX GraV2t=368(1Dlld CUlt 2), 8"358(1Dlld case 3), ~oad case 1), 10=386(1* Cllse 2), 8:386(1* ~ 3) FORCES (lb) - Maxknum CompreaalonIMaxknum Tension TOP CHORD 1-2-0173, 2-3--88167, ~10B, 4-6R-88f100, 5-6>>-88Ill7, 8-7to0173 BOT CHORD 2-10=01II8, 9-10:oJllB, 8-8=0188, 6-8='0/88 WEBS 4-9:-75/0, 3-1 D=-2S7/154 , !).8:...297f153. NOTES 1) Wnd: AsCE 7-118; 10Omph; h=25fl; TCDl=4.2p8f; BCDl=6.Opsf; Ca\8gDry f1; Exp C; encIDBlId; M'NFRS gable end zone; cantil_r left and right exposed: end W1r1iC11/ IeIi _fright lllCpDIed: Lumber DOl:1.33 plata grip DOL:1.33, 2) ~~,,:!gned for wind loads in the pIIIl1e of the was only For siuda expD8lId ID wind (nDlmal to the face), see MiTek "Stendard GaT 3) TClL: ASCE 7-98; Pfoc25.0 pst (flat roof snow); Exp C; FuIy Exp. 4) Unblllanoec:l snow loads have been considered for this design. 5) This truss hu' been designed for 2.00 times ftat roof IDlld of 25.0 pst on overhangsl'IDIl-ClDl'lClrrenl will oIh..-lfWlloads. 8) ThIs trua ha ~ d8lllgned for a 10.0 F*' botIDm cnord live load nonconcurrent wfth any olher live loads. 7) This nss requires pIa1e Insplldion per the Toolh Count MethOd when lhls1russ Is chosen for quality assulllllCe InspectlDl'\. B) GIIb1e requirw continuous botliom chord bellring. II) Gable studs spaced at 2-0-0 oc. 10) A plate ratillll ,.quctipJ:l of 2P.% '* ..,aPR/i8d fl:lr ~ .o....n Illm~r mel'l1~ 11) This truss II dllSlgned In aocordanca with ... 2003 ln1amafIonal Buldlng Code section 2306. 1 and refej .lCed s1llndard ANSVTPI 1 LOAO CASE{s1 Standard f EXPIRATION DATE: 06-30-06 J June 10.2005 A -,-.1I'lorfIIr "...."........... - -_ ON1BaMl1>JIlU.UIlIlDJIIDlrJlBllll:llBillZ_ _v.ra __ va. aid for use cnIy.wIh Mletc:annecbs.. Th!Fdes!gn Is - onl(upon ~ lIlown. ond Is lcron ~ buldlng compoIlWI!. A otdeslgn pmu"""""",,and _lr1~ ot~.._porIlI:lI1y oftddi delignw_ noIlruot deoIgJw. 8Ioclng........., Is _supporfdlndMduol_ _anI(. _I ~ brac:Ing tolns....sIa~~udng <:onsWctIon II h l8IpDnIIbIlllyol t'- .-cIor. AddIlonal permanent bradng of !he ....",;lsIructure Is Ihe~ oIlhe buIIcIng~. For~ lIlAdcmcef8QClldr1g foblloallon. quafty -m.t. sbage. deMry. eraotion ancllmc~ CDI'IIlUI AI\lSIIIPtl (;IuaIIy CdhoIQ. .8P and al ....... Compo...... 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OR 97201 OFFICE: (503) 227-0207 FAX: (503) 227-0208 EMAIL: OFFICE@lGLCHOMES.COM WWW.GLCHOMES.COM ... . o ~~~ kJ B ~ .lIl ~ .lIl ~ ~ :.., '" lD .lIl ~ LOT 13 PORT ANGELES, WA q ~ o U1 ...... o ...... ~8 -fZ mz ;:um ~() en-f )>-f zO -m ;;~ ~~ enz mG) :!E m ;:u m , m < ...... o ...... m , ~ .$~ ""r"""-JI"" CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION :'21 EAST 5TH STREET. PORT ANGELES. WA 9R~62 ~~~i~CdClon Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Tenant nbr, name Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 05 00000461 Date 763288 817 JOSHUA ST 06-30-00-1-0-4600-0000- LOT 13 RES NEW SFR 7/12/05 RS9 RESDNTL SINGLE FAMILY 144700 Owner Contractor BFV LLC 711 E FRONT ST PORT ANGELES (360) 452-8924 Other struct info .OWNER WA 98362 TOTAL % LOT COVERAGE NUMBER OF STORIES LOT SJ;.i2:E TOTAL LOT COVERAGE NUMBER OF UNITS 25.00 1. 00 9600.00 2332.00 1. 00 ~ - - - ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - --- - - - - - - - - - - -- Permi t . . . . . Additional desc . Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL BEST/ 2332 SQ FT SFR 54056 BEST ELECTRIC 143.20 7/12/05 1/08/06 CD Plan Check Fee Valuation~ .00 o -J 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 ~ L/' 1: >' )) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - - - - - - - - - - -- Special Notes and Comments Building address sign shall not be less than 6" & not more than 12" in height. Numbers colors must contrast with wall color they are mounted on. (Ord. 14.36.050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain location. No pressurized or pumping to curbs are allowed. An inspection by Building Department is required prior to backfill. New subdivision shall be equipped with a residential sprinkler system that is installed and maintained in accordance with Uniform Fire Code (UFC) and National Fire Protection Association (NFPA) standards. 06/28/2005 10:31 AM SROBERDS --- The proposal will result in 25% lot coverage in the RS-9 zone. No land use issues are noted. Electrical load calculations and elctrical permits are required. CQPnection fee $222.00 - under 2004 policy 06/15/2005 08:33 AM GMCLAIN ---_________________________ Electrical load calculations and elctrical permits are Sevice is ulg - be sure that meter is accessible after sunroom addition~ 06/15/2005 08:39 AM GMCLAIN -___________________________ MAINTAIN CLEARANCES FROM SERVICE WIRES ~ COMMENTS/ACTION NEEDED ELECTRICAL PERMIT INSPECT,ION 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 I YES NO UII Cl1 RUU(jl-l-lN I CUV-hK SERVICE J<'TN AT GENERAL COMMENTS: PW-II02.JS 14196] .'S ~r;; CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION :m EAST 5TH STREET. PORT ANGELES. WA 98:\62 Application Number . . . . . 05-00000461 Application pin number 763288 Page Date 2 7/12/05 Special Notes and Comments Electrical load calculations and elctrical permits are MAINTAIN CLEARANCES FROM SERVICE WIRES required. required. MAINTAIN CLEARANCES FROM SERVICE WIRES 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 aTlowed 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 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 INSPEQ'.I0N RECORD . . CALL 417~735 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 COMMENTS NO GENERAL COMMENTS: PW.II02.I~ [4196] c1 pORT ~Q ^'.....~~~ ~ha~ ~ -- 'l.tii:<:~ 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 05-00000957 Date 10/11/05 555110 817 JOSHUA ST T6-30-00-1-0-4600-0013- FIRE SPRINKLER SYSTEM RS9 RESDNTL SINGLE FAMILY 2550 Owner Contractor BFV LLC 711 E FRONT ST PORT ANGELES (360) 452-8924 WA 98362 INNOVATED FIRE SPRINKLERS 81 NEW HAVEN LANE PORT ANGELES WA 98362 (360) 452-7583 Permit FIRE SPRINKLER RESID Additional desc Permit pin number 62216 Permit Fee .00 Plan Check Fee .00 Issue Date 10/11/05 Valuation 0 Expiration Date 4109/06 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 o(l - -....j t2- ~ Q1 ~ ~ ~ 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 cOI~uction. Signature of Owner (if owner is builder) Date T:\PoIicies\1102_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 I ACCEPTED COMMENTS YES I NO FOUNDATION: FOOTINGS WALLS FOUNDATION D~AGE/DOWNSPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR I SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW I WATER AIR SEAL WALLS CEILING FRAMING JOISTS I GIRDERS SHEAR W ALUHOLD DOWNS WALLS I ROOF I CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB W ALL I FLOOR I CEILING I I MECHANICAL HEAT PUNWI FURNACE I DUCTS GAS LINE WOOD STOVE I PELLET I CHIMNEY COMMERCIAL HOOD I DUCTS MANUFACTURED HOMES FOOTING I SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT #'5 SEPA: P ARKINGILIGHTING 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 I ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417.4750 PLANNING DEPT. BUILDING 417-4815 BUILDING . . T:\Policies\1102_15 bUIldmg peronI mspecllon record05.wpd [1/4/2005] BUILDING PERMIT - APPLICATION FOR OFFICli\L USE ONLY: Date Rec.q .~t::) .~t' PeIl11it#: t7tp-~71 Fill out COMPLETELY and in INK. Your applicatior: and site plan MUST BE COMPLETE to be accepted for review. If you have any questions, call PERMITS (360) 417-4815 Fi\"X(360)417-4711 Date Approved: Date Issued: Applicant or Agent: '~\ \1\-<2. cL CJ L C~ J-I Address: I ~ I 'J~J' c v- Architect/Engineer: Phone: Contractor JWNoVHTE.D ;::./ )2.L State License #If'JN(Jl)s;::oJ-lt.lfl./p: (~/~/b'~ Address: n) AI 12-(..,.) )fo..u.e.......... City: fJOol<- J- A -...S .tiLLI PROJECT ADDRESS: 8J I JO-S k V\-c;.. OV,Iner: B 0.. ++5~r () ~ e. .J C L,.. /-O-tCf;r: S -e..- c; ~,' '-"-l Phone: <-I S ~ -- ') ,r e 3 Phone: Zip: ~bJ~i Phone: LJ.) ~ - ):j'B.J (;. . Zip: 1&~76 <. ZONING: LEGAl DESCRIPTION: Lot: Block: Subdivision: CLAlLAMCOUNTYPARCELNUMBER: &0.. ~tJ~tJCJ- 1-0.. 4btJO Credit Card Holder Name: Billing Address: Credit Card Type VISA MC # TYFE OF WORK: o Residential 0 New COl1Etr. 0 Re-roof o Multi-family 0 Addition 0 Move o Commercial 0 Remodel 0 Demolition o Repair 0 Sign BRJEF DESCRIPTION OF THE PROJECT: City: Exp. Date: o Stove o Garage o Deck o Other -, r-.J"J2 SIZEN ALUATION: SF. @ $ /SF. = $ SF. @ $ /SF. = $ SF. @ $ /SF. = $ , ,TOT1}L VALUAPON . $~S".s(). 0 {) ..5 p'/< ( VL k 112_-- S '7J S ~ R _ COMMERCIAL/RESIDENTIAL: Occupancy Group: Occupant Load: & Proposed Sq. Ft. COl1Etruction Type: No. of Stories: Lot Size: Total lot coverage Existing Sq. Ft. = TOTAL Sq. Ft. % ESAlWetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other: APFROVALS: FLAN : BLDG: DFWU: FIRE: OTHER:_ PLANNING USE ONLY: VALUATION OF CONSTRUCTION: In all cases, 3 valu3otion amount must be entered by the applicant. Tills figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the tinle of permit issuance. EXPIRATION OF PLAN REVIEW: lfno permit is issued .within 180 days ofthe 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 R1 05.3.2 of the International BuildinglResidential Code, 2003). No application can be extended more thau 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 deter ine what permits are required ,not the City's, and that I must obtain such permits prior to work. ").) 9 /s lJ 10,5 / / Applicant: oS ~ z. ~ T:\Policies\BL-l102_13.wpd Fire Sprinkler System ,Plan Innovated Fire Sprinkler Systems 81 New Haven Lane Port Angeles, WA., 98362 (360) 452-7583 September 30, 2005 For: GLC HOMES 121 Taylor Cut Off Road Sequim, WA 98382 Location: 817 Joshua (lot 13) Port Angeles, WA., 98363 \Jl-L ~/S 13 D HYDRAULIC CALCULATION_~ . Worksheet For 1" CPVC Pipe . Two heads require 26 gpm flow at designed pressure. { + One head requires 18 gpm flow at designed pressure. 12. 13. 14. 1'5. 1 . 2. 3. 4. 5. . Pipe size = 11" I CPVC (friction 19_~S . 1 067). Water pressure at street (2) = IcJO Meter friction loss (3) = ' g- (2) /0'0 minus (3) -'7 Loss from street main to control valve _ feet (see friction loss chart). (4) q I mi.nus (5) "2.,86 = (6) "') 8..26 Elevation loss (building & street) - /2.. . feet X .434 = (6),' R. 2-D minus (7) ,r-- 61 ^ . ~ = 7 ~,a, Cj Total length of pipe from control valve to the farthest sprinkler = X I .10671 = J, ~O psi. (8) 72.. 99 minus (9) 3. 20 - b C? t 7.'1 psi remainin~ Equivalent length for valves and fittings (meter to farthest sprinkler head): Type Number Equivalent 1 " T run S X [TI = 1" T Branch 2. X m = 1 " 90 Elbo.yv 3 X w = 1" Coupling / X ~ = 1" 45 Elbow 0 X [TI = 1 tf Gate Valve . / X IT] = - (11) Total Feet :J 9 6. 7. 8. 9. psi remaining ~~ 21 psi psi remaininc 30 fe~ 10. 11. s to 21 , o I f . .. f~~~ :, feel~~"'" J~!IJ3~ 3/2 II G~~ Loss in fittings (11) :? e feet X /.1067 I = ~/, OS psi. (10) (0 oz~ 77 minus (12) LI. OS" - 6 S c.. <; psi remaining. PSI remaining (1 3) b J:" z Cj minus ...1: '-I (loss in riser) parts = b I, S CZ. (14) ~ I, 8CJ is more than the minimum design psi required for 2 or 1 sprinkler heads operating. Riser Parts Potter flow switch 2.4 psi Soft seat valve 1.0 psi Needed Information: Type of sprinkler head -C . c. eJ.L F- GPM & pressure 1 st head 16-- GPM & pressure 2nd head 3/4" water meter ./ e or no) FP-9C ~ r,"')O!Ql - ~ ' , . l' .SPR.(N.K:L.~E~R". .MAN \ ~oLD ~ :., p'-,/c..... __. __ ?. . To_.__.H_.EADS . . ) bd_ _.. __~A_JLG:: 15- ..' . __... ____ ... _u_ ___.____..._..._.. -----.---..,---..- ~/~ ~~r ~.e__ .__u_ - ----.--.------. -------. ------------------------. --. ---- '-'- .e. e- ......~.......--.......... _ .__...____ . .' D~A.IN. RTfSY_.VALV CPLVlV\B.EDTO. aVTS1DE) - - - .. _ ._h______. .'_ _'.__ vE- ~~K :. . . u_t=.LOJY___SW.LIcH._ - .-.. - --....---. ...-.----.---.------.- .. -.. --. . --------- ---..-- _. -- - - -.-.-..-.--..--.--.-- ._-- . - -- .- --.. ._- ._. ...___.._____..___4'_______.____.. ---- .-----.---...-- -.--.------.-.- . IQJ~_~_. -_ -:- VJ~._____ _ _ '.N LP.N_ _ . _ u _______ _..____.___ n__ _.__..._____________ ________ ._ . . '-\ - - ... ----.----.----------... . ~oo _I.. ... _______ __ - - . . '_'21,/ . "..-- ----'-----C---? .-..-. --.---. .--- -.. -...-- .--...--. . . __ H__n_ ~d ~ J 6- r -. .__ '{;J '. ~ f. __.__. _. h.__ ._ ..... . ~ ------.- ---~..__._-..- . ~ 1 I( P \. P t.. . . -.-- ------ ... -------- --.- --- --- - -. ----- ---. -----.-----.- .--.- . ~S.lG.N(;. D ...B Yo: .. ___:. . ... ..... ....: .. _... .. ._. .,.__ u _ . 4 _ _ _ - . - -. -- - --. -- - - - -. - - - - --- - - -. .. - - - - - Nf\\OVATED F\ RE.. S.~Rtl\\KLER.S. :. 0'.1 3 . . . tqeD / Fire & Building / Products Direct Sales (Central): Tel: (800) 523-6512 I Fax: (215) 362-5385 Distribution Sales (GemlStar): Tel: (800) 558-52361 Fax: (800) 877-1295 Technical Services: Tel: (800) 381-93121 Fax: (800) 791-5500 Series LFII Residential Concealed Pendent Sprinklers, Flat Plate 4.2 K-factor General Description The Series LFII (TY2596) Residential Concealed Pendent Sprinklers are decorative, fast response, fusible sol- der sprinklers designed for use in resi- dential occupancies such as homes, apartments, dormitories, and hotels. The cover plate assembly conceals the sprinkler operating components above the ceiling. The flat profile of the cover plate provides the optimum aestheti- cally appealing sprinkler design. In ad- dition, the concealed design of the Se- ries LFII (TY2596) provides 1/4 inch (6,4 mm) vertical adjustment. This ad- justment reduces the accuracy to which the fixed pipe drops to the sprin- klers must be cut to help assure a perfect fit installation. The Series LFII are to be used in wet pipe residential sprinkler systems for one- and two-family dwellings and mo- bile homes per NFPA 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 LFII (TY2596) has a 4.2 (60,S) K-factor that provides the re- quired residential flow rates at reduced pressures, enabling smaller pipe sizes and water supply requirements. The Series LFII (TY2596) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. The Series lFII (TY2596) Residential Concealed Pendent Sprinklers are shipped with a Disposable Protective Cap. The Protective Cap is temporarily removed for installation, and then it can be replaced to help protect the sprinkler while the ceiling is being in- Page 1 of 4 stalled or finished. The tip of the Pr0- tective Cap can also be used to mal1<: the center of the ceiling hole into pIas- ter board, ceiling tiles, etc. by genUy pushing the ceiling product against the Protective Cap. When the ceiling in- stallation is complete the Protective Cap is removed and the Cover Plate Assembly installed. WARNINGS The Series LF/! (TY2596) Residential Concealed Pendent Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the integrity of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted relstive to sny 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/psi112 (60,5 LPM/bar1/2) Temperature Rating: 160oF1710C Sprinkler with 1350F/570C Cover Plate .JULY, 2002 - Vertical Adjustment: 1/4 inch (6,4 mm) Finishes: Cover Plate: Rat White, Bright White, Chrome, or Custom Physical Characteristics: Body. . . . . . . . . . Cap. . . . . . . . . . . .. Saddle . . . . . . . . . . . Sealing Assembly . . . . . . . . . .. Beryllium Nickel wi Teflont Soldered Link Halves . Nickel Lever . . . . _ . . . . . . .. Bronze Compression Screw . . . . . . Brass Deflector . . . .. ..... Bronze Guide Arm Frame .. _ . . Bronze Guide Arms . .. Stainless Steel Support Cup . . . . Steel Cover Plate ... ..... Copper Retainer . . . .. . _ . . . . Brass Cover Plate Ejection Spring . _ . . . . .. ... Stainless Steel . Brass Bronze . Brass tDuPont Registered Trademark TFP440 ~ : ... l. '.Page 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 Usted for installation in ac- cordance with the following criteria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturers recommendations that may be accept- able to the Authority Having Jurisdic- tion. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 130 or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as speci- fied in NFPA 130 or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the the four most hydraulically de- manding sprinklers. The minimum re- quired discharge from each of the four sprinklers is to be the greater of the following: · The flow rates given in Table A for NFPA 130 and 13R as a function of temperature rating and the maxi- mum allowable coverage area. · A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in TFP440 '1 Minimum Flow (b) and Minimum Flow ~ end Maximum MaxImum Reslduel Pressure Residual Pressure Coverage Spacing For HorImnIaI Ceiling For Sloped CeIling Area (a) FL (Max. 2 Inch Rise (Max. 8 Inch Rise FLxFL (m) for 12 Inch Run) for 12 Inch Run) (m x m) 160"F/71 "C 160oFn1"C Sprinkler Sprinkler 12 x 12 12 13 GPM (49,2 LPM) 18 GPM (68,1 LPM) (3,7 x 3,7) (3,7) 9.6 psi (0,66 bar) 18.4 psi (1,27 bar) 14 x 14 14 14 GPM (53,0 LPM) 18 GPM (68,1 LPM) (4,3 x 4,3) (4,3) 11.1 psi (0,77 bar) 18.4 psi (1,27 bar) / 1OX16 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) '" 'Q~1R/ 18 20 GPM [T5,7LPM) N/A (5,5 x 5,5) (5,5) 22..7 psi (1,57 bar) 2Ox2O 20 24 GPM (90,8 lPM) N/A (6,1 x 6,1) (6,1) 32.7 psi (2,25 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (lPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 130 AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed relative to the ceiling mounting surface as shown in Figure 3. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). Installation The Series LFII (TY2596) must be in- stalled in accordance with the follow- ing instructions: NOTES Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler by the frame arms only (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 ft.ibs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft.lbs. (28,S Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over-tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Step 1. The sprinkler must only be installed in the pendent position and with the centerline of the sprinkler per- pendicular to the mounting surface_ Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant ap- plied to the pipe threads, and using the W- Type 18 Wrench shown in Figure 2, install and tighten the SprinklerlSup- port Cup Assembly into the fitting. The W-Type 18 Wrench will accept a 1/2 inch ratchet drive. Step 4. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Protec- tive Cap helps prevent damage to the Deflector and Arms during ceiling in- stallation and/or during application of .~~ '~ .' ' .' . . . TFP440 \ . Page 3 of 4 s BODY (112. NPl) SEAUNG ASSEMBLY WRENCH RECESS CAP SPRINKLER WRENCHING AREA D SADDLE PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKlER WRENCHING AREA LEVER RGYRE 2 W-TYPE 18 SPRINKLER WRENCH GUIDE ARM GUIDE ARM FRAME I I I I I I I I I I. I I I I ,JLJ"" .......r..r-........-a.----~......, I I I I I I I I I I I I I I ''L...J L, DEFLECTOR (OPERATED POSITION) SPRINKLERlSUPPORT CUP ASSEMBLY THREAD INTO SUPPORT CUP UNTIL MOUNTING SURFACE IS FLUSH WITH CEILING o o RETAINER WITH THREAD DIMPLES EJECTION SPRING SOLDER TABS (3) COVER PLATElRETAINER ASSEMBLY RGYRE 1 SERIES LF" (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER COVER PLATE I--- 2-112.DIA. I \ (63,5 mm) 112. NPT FACE OF SPRINKLER FITTING SPRINKLER- SUPPORT CUP ASSEMBLY OPERATED SPRINKLER 1-718"%118" (47,6 mm :t:3,2mm) COVER PLATE RETAINER ~ ~ COVER- SPRINKLER- RETAINER SUPPORT CUP ASSEMBLY ASSEMBLY 3-1/4" DIA. (82,6 mm) =ri MOUNTING 3116" J SURFACE (4,8mm) 718" (22,2 mm) 1-118" (28,6 mm) 1 TIP DEFLECTOR IN OPERATED POSITION RGURE 3 SERIES LRI (TY2596) RESIDENnAL CONCEALED PENDENT SPRINKLER INSTALLA nON DIMENSIONS / PROTECnvE CAP / ACTIVATED DEFLECTOR e~. .... ;-;.. . . . ': ~age 4 of 4 the finish coating of the ceiling. It may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Cap. NOTE As long as the protective Cap remains in place, the system is considered to be "Out Of 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, pennission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be shipped or stored where the tempera- ture will exceed 100oF/380C and they must never be painted, plated, coated, or otherwise altered atter leaving the factory. Modified or over heated sprin- klers must be replaced. Care must be exercised to avoid dam- age - before. during, and atter 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 resuh. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. TFP440 G IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT lIABIUTY 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 UEIJ OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED. INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTlCIJLAR PIJR- ~ Ordering Procedure When placing an order, indicate the full product name. Contact your local dis- tributor for availability.. Sprinkler Assembly: Series LFII (TY2596), K=4.2, Residen- tial Concealed Pendent Sprinkler with- out Cover Plate Assembly, PIN 51-122-1-160. Cover Plate Assembly: Cover Plate Assembly having a (spec- ify) finish for the Series LFII (TY2596), K=4.2, Residential Cortcealed 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 PROOVCTS. 451 North Cannon Avenue. Lansdale. Pennsylvania 19446 ... ..J . ., . .r '. ,'...... @ @)..POTIffi BELLS PBA-AC & PBD-DC ,<~:.... ....:~... .. .J!:;'~Cf{~~~\" ....... ~~'fHI~..:.. .:~~ ....~~f..;~~:~.;:S:I~l1f~:J~~~:;( <..' ..::~:: .....';'.....'...::. ::t..~-t;:~:-;. ,'. ,. ~~~..:..:.. .~. .', .:, 5.. ...':.\:.....'_. ~~'~.':"~~.J.:. ..,,~....i~.r:,:,::\J :.:-. . . . .,: .. .... ""*",:' I, ...~...\-:~......:.~~"";'\'.. 1'l.!([g\i1 .~'. ",' -. ,,'. Potter Electric Signal & Mfg. LTD 1967 Leslie Street Don Mills, Ontario, Canada M3B2M3 (416) 441-1833 UL LISTED, FM APPROVED Sizes AvaUable:(08", and 10. Potter Electric Signal Company 2081 Craig Rd./P.O. Box 28480 S1. Louis, MO 63146 (314)878~32.11 (800) 325-3936 Voltages Available: ~ 20VA 12VDC (102 to 15.6) Polarized 24VDC (20.4 fo 312) Polarized . .... ..' . Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or Outdoor Use (See Note 1) -400 to 1500F (outdoor use require weatherproof bacl<box) Termination: 4 No. 18 AWG stranded wires Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox . '".. . .... ...-...', ',. .;.:. 6" BELL SHOWN fhese vibrating type bells are designed for use as fire, burglar, or general signaling devices, They have low power :;onsumption and high decibel ratings. The unit mounts on a standard 4" square electrical box for indoor use, 0( on a model 3BK-1 weatherproof backbox for outdoor applications. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SlZE VOLTAGE MOOEl NO. STOCK NO. CUAAEtrr (MAX) TYPICAL d8 MINIMUM dB C 10 FT. C 10 FT. 6 12VOC PBOl26 1706012 .12A 85 75 8 12VOC PBOl28 1708012 .12A 90 75 10 12VOC PB01210 1710012 .12A 92 75 6 24VOC P50246 1706024 .06A 87 75 8 24VOC P80248 1706024 .06A 91 79 10 24VOC PB02410 1710024 .06A 94 79 6 24VAC PeA246 1806024 .17A 91 75 8 24VAC PBA248 1808024 .17A 94 75 . 10 24V AC PBA2410 1810024 .17A 94 75 ~ 6 120VAC PeA 1206 1806120 .05A 92 62 6 120V AC PBA 1206 1606120 .OSA 99 62 10 120V AC PBA12010 1610120 .OSA 99 65 Weatherproof backbox model BBK-l Stk. No. 1500001. ~OCe$: 1. Minimum d8 '~I"'9S are c~lcul.1led from integrafed sound pressure m....surements made al Uoo-il....$ L.t>oralories as 5(>eCIfied n Ul SlaO(U,d 4&c. Ul ..'"Pe......ure ...,ange is -30. 10 t SO"F. 1. Typical 48 '''longs a'e calcul~l~ Irom me~suremenls made wilh a conventional $OUt\d Ievill mel.... and .'e indOI..... 0( ouI(>uIlevels n an adual insl"CUhOo. 'RINTEO IN USA MKT. 418850001- REV K MFG. .5400776 . 4194 PAGE 1 OF2 "' " '-". .... @1POTTER 0J FOR SMALL PIPE VSR-SF VANE TYPE WATER FLOW ALARM SWITCH WITH RETARD Potter Electric Signal Company 2081 Craig Road. P.O, Box 28480 St. Louis, MO 63146-4161 (314) 878-4321 · (800) 325-3936 Potter Electcic Signal & Mfg. L TO 1967 Leslie Street Don Mills, Ontario, Canada M382M3 (416) 441-1833 ~ .. STK. NO. 1113000 U.S. PAT. NO. 3921989, CANADIAN PAT. NO. 1009680 OTHER PATENTS PENDING. UL. ULC, CSFM USTED and NYMEA ACCEPTED Service Pressure: Up to 250 PSI Minimum Row Rate for Alann: 10 GPM Maximum Surge: 18 FPS Enclosure: Oie-ast, red enamel fmish Cover held In place with tamper resistant screws Contact Ratings: 2 sets of SPOT (Fonn C) 15.0 Amps at 12S12SO V AC 2.0 Amps at 0-30 VOC Conduit Entrances: 2 knockouts provided for 1/Z' conduit Usage: Usted Plastic, Copper and Schedule 40 Iron Pipe Fltspipesizes-l",ll/4",andll/Z' Note: 8 paddles are furnished with each unit, one for each pipe size of threaded or sweat TEE. one for 1" CPVC, and one for 1 112" polybutylene (CT~ppertubing size) environmental Speclflcations: Suitable for indoor or outdoor use with factory installed gasket and ditHAlSt housing. NEMA 4 Rated Enclosure -use with appropriate conduit fitting. Temperature Range: 40" F/l20" F (4.5" Cl49" C) Caution: This device is not intended for applications in explosive environments Service Use: Automatic Sprinkler NFP A-13 One or two family dwelling NFPA-130 Residential'occupancy up to four stories NFP A-13R National Fife Alarm Code NFPA-72 Optional: Cover Tamper Switch, oKler Stk. No. 0090018 The Model VSR-SF is a vane type waterflow switch for use on wet sprinkler systems that use 1', 1 1/4", or 1 1/2" pipe size. 1he unit may also be used as a sectional waterflow detector on large systems. The unit contains two single pole double throw soap action switches and an adjustable, iostanUy recyding pneumatic retard. The switches are actuated when a flow of 10 gallons per minute or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. INST A-LLA TION: These devices may be mounted in horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6' of a valve, drain or fitting which changes the direction of the watelflow. The unit has a l' NPT bushing for threading into a noo~rrosive TEE. See Fig. 2 for proper TEE size, type and installation. Screw the device into the TEE fitting as shown in Fig. 2. Care must be taken to property orient the device for 1he direction of waterflow. The vane must not rub the inside of the TEE or bind in any way. The stem should move freety 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 fUR INSPECTION AND TESTING: Checl< the operation of the unit by opening the inspecto( test valve at the end 01 the sprinkler line or the drain and test connection, if an inspecto(s test valve is not provided. If there are no provisions for testing the operation of the flow . detectioo device on the system, application of the VSR-SF is not recommended or advisable The frequency of Ole inspection and testing and its associated protective monitoring system should be in accordance with the applicable NFP A Codes and Standards and/or authority having jurisdiction (manufacturer recommends Quarterty or more frequeoUy). PRINTED IN USA PAGE 1 OF 2 MKT. <<8800003 - REV J MFG. <<5400802 - 819S 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: 817 Joshua ~~ ..."-VM:_"'~-'W_,,,~_. Installer: Innovated Fire Installer Telephone: 452-7583 0"__.<-'_"_>>>>>>>>>>>>z,_--="~.>>_""",<_""",,____<<,,, ,-<-=<<<<<<-. Type of System: Open 130 13RO 13D[2J Date: 10.7.2005 PAFD Permit #: 05-26 We have checked this plan and find that it conforms to the requirements of the code. 1) A pressure reducing valve is required in the line prior to the toilet connection. Additional Comments: All systems, including underground mains, shall be installed by a state licensed and certified company. Systems shall be installed per the applicable NFP A Standard. All electrical components shall be compatible with the fire alarm system. All underground piping must be inspected and hydrostatically tested by the Port Angeles Fire Department PRIOR to being covered. A witnessed flush of the underground piping is required. A design sprinkler flow test and alarm test are required for all13D systems. Before final acceptance of the system, an inspection will be conducted to ensure that the installation complies with the applicable NFP A Standard. This 13D system will require a measured flow test. ~ o o Contractor Reviewed by: 4<OQ.()Q Date: 10.7 . ~ Building Department Fire Department &1 -V"\ Job wlud by e ELECTRICAL WORK PERMIT APPLICATION lectrical conlrB.clS'r~me . e t,.t;; eM#:.. p.r~:rO.:lingdo"y... Cil~ e ~ 1$f?7 Tele~ nT~r 11( PGI''l.. (1"'1 n.~ne-c ~d os ~n'p",~ as #u..4- City . . L.icon!! number e.srrEi ?-'1Y5 'f'S ~<- 1,~-0f1. '1'I'IIlII.tion description a Commercial I:J Owner aNeW IJ Altered/Addition . ~JftIP FAX number ;2.;)00 ,<; (\ PT ~W e L L~ /lJGr- /7;<8 b07' -.;l:3 3 Z- Pbone number to Icbedule 1.Il,pectloDi Lf Owner IU dtfined by RC~19.28.26J:(I) Owner will o(.:cupy 1hi JlruclU't /01' rwo yean aflf!r tlJ/.r elecI,lcoJ pmtlil j.J jiMJt:ed. (1) Ownf!r U 1'equ.ired to 1Ifre an .let:tr;co/ contraclor if above $ald propt!rty i.J for .faft, renl or lease. After reading th.e sbove Itatemen!. I hereby certify that I am the Owner o( the iSbove named property or Il liccn..d elef;:tricaJ contrllctor. I am making the electrical instal. lation or aheration In- c1lmpllBnce with the e]cctrJcllllaw9, N.E.C" RCW. Chllpter 19.28. WAC. Chaptc:r 296-468. The City or Pori A"ieles Municipal Code, and Utility Speclncallonl. SICllitalre r owner, ele rl~1 tnlrilor or electrical a~:~:or X ~Date:/lS'O CJ Cy !J Check# ~rcditCard Visa Mas!? Discover Card# J)PJ -E.:E ___~_'____ 13,.:}-0 )nl cctlon fco ""iration Dnte of card , ' ~ rl CJ NO ~OAO IJ Baseboard CJ Fumace l:I Heal Pump CJ Fan.We.!1 HANGES KW _KW _ Ton_I.AA KW ServlC!R Information l:I Overhead Service a Tamp Servloa ~erground Service Voltago Ph..a IJ 1 IJ 3 SVlVlce Slle: _ Feeder Size: SAME DAY INSPECTION, CALL DEFORE 7:00 AM 360-417-4735 ROUGH-IN THERMOSTAT ~ ~ / DITClI ~~J,,;>~ .-1!r? VICE ,Je:IJ AftprovedSy ." InlJpettion Date Area, Building or EqUipment Inspected Action Taken - /=- 0 ";0 .-- $0 , .j t13"d S8LS ~89 139~ 3~l;::IMa~l;::IHa~l;::I)too~ Wl;::I Lv:se see~-8e-.nr lEl1EC11Rl~CAl ~~SIP>ECT~O~ W~IR~INlG IRllEIP'OlRllr 417-4735 PERMIT" 05- 4r:: / INSPECTOR /??YO iCf e:.e-r- K-L-L:C.nu c- ADDRESS 8/ 7 ..::Td5-~A sr APPROVED NOT APPROVED D................... DIT~ ...................0 o .............. ROUGH IN ICOVER .............. 0 o .................. SERVICE .................. 0 o .................... FINAL. . . . . . . .. . . . .. . . .. .. 0 o CORRECTIONS NEEDED: ~<;.,..,...."./ (%) &rc-I ~tf.<!--e;,or:. 61 ;:?~If-L- C-t9i/,s~ r-,,<,c..?J~ 5/24~-'&K_ ujJS/o, /J""L_I1y NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLYMPIC PRINTERS, INC. (360) 452.1381