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Home My WebLink About912 Joshua St - Engineering :fPORT~ ,~"O~G~" "~- ...... ---- "4il~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 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 05-00000686 Date 984836 912 JOSHUA ST T6-30-00-1-0-4600-0006- RES NEW SFR 8/16/05 tfi1~ ?"?-~ ~ RS9 RESDNTL SINGLE FAMILY 144700 GLC HOMES INC. 121 TAYLOR CUTOFF RD. SEQUIM WA 98382 (360) 683-8865 Other struct info ------------------------ FttJ4t&o 3/U'/tl6 70 Owner Contractor ------------------------ G L C HOMES INC 1975 SW 1ST SUITE H PORTLAND OR 97201 ---------------------------------------------------------------------------- TOTAL % LOT COVERAGE NUMBER OF STORIES LOT SIZE TOTAL LOT COVERAGE NUMBER OF UNITS 25.90 1. 00 9004.00 2332.00 1. 00 Permi t . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date BUILDING PERMIT -RESIDENTIAL SFR 57927 1269.25 Plan Check Fee 8/16/05 Valuation 2/12/06 507.70 144700 ,,~ --- N \ Qty Unit Charge Per Extension 1017.25 252.00 ---------------------------------------------------------------------------- BASE FEE 45.00 5.6000 THOU BL-100,001-500K (5.60 PER K) Permit ELECTRICAL NEW RESIDENTIAL Additional desc Permit pin number 57950 Permit Fee 36.40 Plan Check Fee Issue Date 8/16/05 Valuation Expiration Date 2/12/06 .00 o H,1 L\ ~ t ~ (f) --.\ I --------------------------------------------------------------------- Qty Unit Charge Per 1.00 36.4000 EC EL-LOW VOLTAGE Extension 36.40 Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date MECHANICAL PERMIT 57935 108.60 Plan Check Fee 8/16/05 Valuation 2/12/06 .00 o Qty Unit Charge Per BASE FEE 1. 00 14.7000 ECH ME- INSTALL 100- FAU 5.00 7.2500 ECH ME-VENT FAN 1. 00 10.6500 ECH ME-GAS PIPE 1 TO 5 Extension 47.00 14.70 36.25 10.65 ---------------------------------------------- Permit . . . . . Additional desc . Permit pin number PLUMBING PERMIT ------------------------------ 57943 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 <?""ZL ~Iy.,kr- Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:IPoliciesl1102_lS building permit inspection recordOS.wpd [1/4/200S] BUILDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCA nON. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE 1 DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW 1 WATER AIR SEAL WALLS CEILING FRAMING JOISTS 1 GIRDERS SHEAR WALL/HOLD DOWNS WALLS 1 ROOF 1 CEILING DRYW ALL (INTERIOR BRACED PANEL ONLY) T-BAR ... ""'. INSULATION ...... SLAB . ~ ... WALL 1 FLOOR I CEILING . MECHANICAL HEAT pUNW 1 FURNACE 1 DUCTS GAS LINE WOOD STOVE 1 PELLET 1 CHIMNEY COMMERCIAL HOOD I DUCTS MANUFACTURED HOMES FOOTING 1 SLAB BLOCKING & HOLD DOWNS SKlRTING PLANNING DEPT, SEPARATE PERMIT #'s SEPA: P ARKINGILIGHTiNG ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W.I PWI CONSTRUCTION - R.W. ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:IPolicies\1102_15 building permit inspection record05.wpd [1/4/2005] ~ f'ORT-v,. ,;.~O~~~ Vr-Gii ~ -- "4il1C~ CITY OF PORT ANGELES DEP ARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Application pin number Permit Fee Issue Date Expiration Date Page 05-00000686 Date 984836 146.00 plan Check Fee 8/16/05 valuation 2/12/06 2 8/16/05 .00 o Qty Unit Charge Per Extension BASE FEE 47.00 10.00 7.0000 ECH PL- EA.FIXTURE ON ONE TRAP 70.00 1.00 7.0000 ECH PL- EA. INSTALL WATER PIPE 7.00 1. 00 15.0000 ECH PL- EA. BLDG SEWER 15.00 1. 00 7.0000 ECH PL- EA.WATER HEATER 7.00 ---------------------------------------------------------------------------- Special Notes and Comments Building address sign shall not be less than 6" & not more than 12" in height. Numbers colors must contrast with wall color they are mounted on. (Ord. 14.36.050-E) When roof gutters are installed. drains will located in dry wells or piped to approved storm drain location. No pressurized or pumping to curbs are allowed. An inspection by Building Department is required prior to backfill. All homes in new subdivisions that are outside of the Fire Department four-minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA). 08/11/2005 05:18 PM SROBERDS --- The proposal will result in a s.f. res in the RS-9 zone w/attached garage for total lot cov of 26%. No land use issues are noted. please note that the correct subdivision is THE ESTATES AT MILWAUKEE. Electrical load calculations and elctrical permits are required. Connection fee $222.00 08/03/2005 08:45 AM GMCLAIN ---------------------------- Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. Construct driveway and Sidewalks to City Standards. No concrete with exposed aggregate allowe~ in the City road right of way. An inspection by Public Works Engineering is required prior to prouring concrete. ---------------------------------------------------------------------------- Other Fees SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE 745.00 4.50 1025.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1560.25 1560.25 .00 .00 plan Check Total 507.70 507.70 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 3842.45 3842.45 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Owner (if owner is builder) Date Signature of Contractor or Authorized Agent Date T:IPoliciesl 1102_15 building permit inspection record05.wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD ~ ~ - re we; CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRlCAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION, KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS I YES I NO FOUNDATION: FOOTINGS '0'0-01 --.JLL WALLS 8 .n -0\-- ..::J/.t-. FOUNDATION DRAINAGE 1 DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING AMId - 3/'k/oG ~ UNDER FLOOR 1 SLAB ROUGH-IN IJ-I,f(-O~ WATER LINE (METER TO BLDG) 6 /W/ if S'u- GAS LINE t BACK FLOW 1 WATER AIR SEAL WALLS /J-/t" /0 J - jt.~ CEILING I I FRAMING JOISTS 1 GIRDERS / SHEAR WALL/HOLD DOWNS /o/{}-0/c( ..TLc WALLS 1 ROOF 1 CEILING i~l/ti/p j- JL. L. DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING I /"1"J').<!j I o'C l(flt MECHANICAL H~.e-t/ - 3;b/o~ 7U- HEAT PUMP 1 FURNACE 1 DUCTS GAS LINE rJ./iQ/~r -.JU WOOD STOVE 1 PELLET 1 CHIMNEY COMMERCIAL HOOD 1 DUCTS MANUFACTURED HOMES FOOTING 1 SLAB BLOCKING & HOLD DOWNS SKJRTING PLANNING DEPT. SEPARATE PERMIT #'s SEPA: P ARKINGILIGHTlNG ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT, 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W, 1 PWI CONSTRUCTION - R.W. ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT, PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 -~f')o foe:::. VVV BUILDING ui1din errnit ins eetion record05. d 1I4/20t'l5] T. \Pollcles\l 102_15 b gp p wp[ ~ ~ ~. ~ ! :1l ~ s;:-' 0 0 3: 3: OJ Z :n. 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GlI..O ~.::: Vl"'t-< f-' t'lm , I()~N 410 .,.,Ill ow t'lVl ItIltI:lC::: o o:r:: nc.... t-<- tJtJH o , 0 0 t'l El 003::r::w mf-' o otI:1 o::r: w {f H ml(J)3:C:: ~ z: 00....... tI:I:t:' w t'lH41 0'\ I H (J) W mZ oZ m ~~i :;01()HI-3 ". t'l". , Z w ~- m'" 0 0 H Zo >-l t'l' :<:0 lJ1c....l'ljlJ:l ~tJl 0 \-J oOOC: t'lt'l mo WtljOH gjr5~ 'TJ'" ~ I .,t-< ~, w HtJ t-<~CIl <Xl ZH .,HH ~ ~ 0 4lZ m'Oo 0 , 4l -.....,~ 0 <Xl ~'TJ OH H H 3: tv 00 ZZ 3: -.l tJ., 3:ZH mm t'l ". 4l ~ ~ '0'0 ~t Z :<:-.... t'lt'l ., :>0:<: Z 00 m t-<:>O ., .,., t-<t-< m OH ..~ ~ t-< ~O Z ., Z ~ tJ m c.,., Z '0 ~;:; 0 t'l 'O'Om ., 0 l5l5~ t'l:>: t'l ., mt'l m H ZZtJ ., 0 t'lt'lH t-< Z <: t-< H t'l w ~ m t-< 0 >< m <Xl w , <Xl <Xl '" Vl tJ'O :>0:>0 .,4l t'lt'l <Xl -.... f-' -.l -.... 0 Vlm BUILDING PERMIT - APPLICATION www.cityofpa.us ~' ;' Print out form and fill out COMPLETELY in INK. Yonr application and site / plan MUST BE COMPLETE to be accepted for review. , Questions? Call: PERMITS (360) 417-4815 Fax (360) 417-4711 FOR OFFICIAL USE ONLY: Date Rec.:7 -!).~-()I~ Permit#:~ Date ApproVed:~~ 'Date Issued: Applicant or Agent: GLC Homes Inc Owner: GLC Homes Inc Phone: 36Q..683-8865 Phone: 503-227-0207 Address: 121 Taylor Cutoff Rd City: Sequim, WA Zip: 98382 Architect/Engineer: Larry Smith (GLC Homes Portland office) Phone: 503-227-0207 Contractor GLC Homes Inc State License #: GLCHOI*972KE Exp: 12/15/06 Phone: 360-683-8865 Address: 121 Taylor Cutoff Rd City: Sequim, WA Zip: 98382 PROJECT ADDRESS: q /'2- Joshua WNING: RS-9 LEGAL DESCRIPTION: Lot: CLALLAM COUNTY PARCEL NUMBER: 6 Block: Subdivision: Mountain View Credit Card Holder Name: GLC Homes Inc, Gerald R Engler Billing Address: 1975 SW 1 st Avenue Ste H City: Portland. OR 97201 Credit Card Type VISA XXX MC # Exp.Date: TYPE OF WORK: SIZEIVALUATION: Ii1I Residential Ii1I New Constr. 0 Re-roof 0 Stove 1,728 SF. @ $ 75.00 /SF. = $ 129,600.00 o Multi-family 0 Addition 0 Move i!'J Garage 604 SF. @ $25.00 /SF. = $ 15.100.00 o Commercial 0 Remodel 0 Demolition 0 Deck (f3'39- SF. @ $ /SF. = $ o Repair 0 Sign 0 Other TOTAL VALUATION $ /44-100 BRIEF DESCRIPTION OF THE PROJECT: !:Sulla new single familY reslaence ana anacnea garage. COMMERCIAL/RESIDENTIAL: Occupancy Group: R-3 No. of Stories: ~ Lot Size: 9004 Existing Sq. Ft. 0 Total lot coverage ~1)<< :tr<j Occupant Load: Construction Type: V & Proposed Sq. Ft.} ~3 -)- = TOTAL Sq. Ft. 9--3'3 :~ % ESA/Wetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other: APPROV ALS: PLAN: BLDG: DPWU: FIRE: OTHER: PLANNING USE ONLY: 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 th figure wi 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: Ifno permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the lic1rpt (see Section Rl 05.3.2 of the International Building/Residential Code, 2003). No application can be extended more than on aut rized to apply for this permit and ch permits prior to work. www.cityofpa.us ..7-::; - 0<;- Prescriptive Approach - Simple Form For the Washington State Energy Code (2003 Edition) Climate Zone 1 Site Information Building Department Use Only I Lot: .:f\:- ~ Address: ,)Ci.~~~ City:~~~~ State: l~ Zip: 4'~~6 <. conta~~~~ Phone: .~,- o/t/-C)7? S Permit#: Notes: Phone 2: Fax: ~ Glazing Glazing U-Factor Door9 Wall Wall Wall Slab4 Option Areal 0 U- Ceiling2 Vaulted Above Int4 Ext4 floors On % of Floor Vertical Overhead 11 factor Ceiling3 Grade Below Below Grade Grade Grade III Unlimited Group R-3 DAD 0.58 0.20 R-38 R-30 R-21 R-21 R-lO R-30 R-lO Occupancy Only Table 6-1 PRESCRIPTIVE REQUIREl\1ENTS 0,1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) See the code text for footnote references This project complies with the following: ./ The project is a single family residence or duplex. ./ The project is wood frame OR all of the insulation is interior or exterior of the framing. ./ All building components meet the requirements listed in Table 6-1, Option III. ./ The project will meet all other provisions of the WSEC and VIAQ. The project will take advantage of the following exceptions to the prescriptive option: o 602.6 Exception 1. One door, that is 24 ft.2 or less, that does not meet the standards is allowed. Location of the door taking this exception o 602.6 Exception 2, Doors with a U-factor of OAO allowed without calculations, Option III only, TYpE- Location of the door(s) taking this exception .1-, 1\ ,-. ^ c, -,;. _ ...-" l""" '':::'"'' \ -',DO'''- ',-~. DF ( r:: r .::=.,-, _ _ .---- c:J:s:::.b..~ -+-l Pt\JG\~ Copyright 2002, WSUCEEP02-056 Copied by permission from the Washington State University Extension Energy Program Prescriptive - Simple Form - Climate Zone 1 7/26/2004 <Q >=: ~~ p,.j ... ~J.J ff 7J1p,' o~ ell (II o ..' l\) ~ Ii ~ ~ .. ...J (fJ i 'J I>> o 0' S a ! is: ~ .... 0 ~ < ~ ~ ~! g .. 1:1' N ~ IJl 0 I '"'l -;Jb' I-"!. o s ~ 0\ ~ ~ 0 ~ '"'l . "tl IJI ... ..... ... .... n l\J?,' Q ~ ~ ~ 0 ~ 'S~Ot:lr8 ~ ;l!: ~ a 1"'\ a ... !l U ~ ~ ~1 ~.. 'e (JQp.O [ ~ b ,. rJ1 ; ~ ?> "'tl ~ () ~ "non.... rA >>:tll'.... ~ ><'tl>~ 0 .. fino Z P.l~!Il ~ ~ttl 0 "'--->;.. 0 ~~Jl.l~ ~ ~~oz .., ~~~~ ~ N~\O:;d r/l ~~~rJ.l r/l -..It.IJV:~ t11 r/l .. ,: 48-0-0 36-0-0 ~Iil-rtl l()..O-O "l" T -,-----;;---;;----;, & & ;; II ,,::I - g ~ ~ :' ~+""="=== "="=="=~"=~="'~=" ~~l_~=~=,~,. I I r--- ! i =~,~~,=~.,=~=~=~~,=., ---r I . '! ~ I Wl.---.I ~ i ~ ~:9! wi ~ g ~ B ~ ii ~ ! i i Ii -I~ i I ii - i i i --J-+- j i I I ij i Ii I" i _ ~ I I I /1 I i I ! ~ ! --_._-,--~, ..J ~~~~~------_. -- I ~ '" b <:, ! t ~ {II >-l ~ ~ ltl I 1 -1~ --r--.~"-~ .=~~~-_.,-- ! ..~ =".........."._=.~'=-,,_.=~ ".. ';"~ ?OI 0' o 'i ~ =' j ~ I I l ...j i Ii ! i ni .... i ! i ! "'""1 I I I: 10-0-0 36-0-0 ~~b-d,;1 48-0-0 z o (r) '1)-' I~ ITWU ITm.T~ !>l~ Al COMMON PRECISION ROOF TRUSSES, ClACKAlMS.OR. 97015 1:O:=:~~ Rl6M71 8.100 s Sep 17 2004 MTek IndusIries.lnc. Fri .kI110 08:17:48 2005 Page 1 r~-&-O I 1.a.o 12-7-S 6-3-0 6+3 8-4-S 1~ 5-4-13 28-4-13 5-4-1' 29-7-13 l',3-l) . r 505= 5 12 a.4= 11 10 3ldl= 3lllI= 9-0.7 8-0.7 PIa1B 0IIlIllIs IX n. l2'O-~ D-O-4T ra'o.o-o D-O-4T 18-0-(1 ~11-e 8-11.9 3-11-9 !lB-O-O 8-4-3 S..... 1:66.0 {' ;! 9 3loI = 38-0-0 9-fl.7 . , . . LOADING (pst) SPACING 2-0..0 CSI DEFL in (Ioc) lJdefl lid PLATES GRIP Tell 25.0 Plates Increase 115 TC 0.48 Ver1(LL) ..0,15 8-9 >999 240 MT20 2201195 (Roo! Snow=25.0) Lumber Increase 1.15 8C 061 Ver1(TL) ..0.46 8-9 >935 1110 TCDL 70 Rep Stress Incr YES WB 0,,51 HolZ(TL) 014 8 nfa ilia Bell 0.0 BeOl 10.0 Code 18C2003frP12002 (Matrix) Weight 169 Ib LUMBER TOP CHORD 2 X 4 OF No, 1 &BIr G BOT CHORD 2 X 4 OF NO.1&BIr G WEBS 2X4DFSldG BRACING TOP CHORD BOT CHORD WEBS SlructurallWCld she8lhing directly appied or 3-2-14 oc purlins Rigid oeiling direclly applied or 10.0-0 DC bracing 1 Row at mldpt 4-1', 6-11 REACTIONS (lbfeize) 2=1606JO.5~, 8=149llJll-S.8 Max H0lZ2=159(1oad case 7} Max Uplill2~285(1oad case 7), 8~ 199(1oad case 8) Ml\)('Grav2-1887{1oad cue 2), B-1714(Joad case 3) FORCES (Ib) - Maximum CompreeeionlMaximwn Tension TOP CHORD 1-2-0/75,2-3--30991386, 3-4--2696/3oC1 , 4-5"'1748J292, 8-6-17481288, 6-7=-27301361, NI=-31101389 BOT CHORD 2-12"-37412638, 11-12-224/1954, 10-11-13211968, 9-10-132/1868,8-9"'27912677 WEBS 3-12-s29/196, ....,2=-41/6711. 4-11-9411230, !>-11-13911154, 6-11~37, 6,-9=-581707, 7-9=-54B/208 NOTES 1) Wind: ASCE 7-98; 100mph; h=25ft; TCDl""l.2psf; BCDl=ll.Op&f; ClItegmy n; Exp C; IlI1CIosed; MWFRS interior zone; cantill!l/el" left and right expoeed ; end vertical left IWIlI right exposed; lumber DOL=1 33 plate grip DOL=1 33, 2) TCLL: ASCE 7-98; Pf=25.0 pst (ftat roof snow); Exp C; Fully ~, 3) Unblll8nced anow loads have been considered for this design. 4) ThIs lfull& Ms be<<! d.&lgntid for 2,00 1ime8 flat roof load of 25.0 pst on owmangs nOlHllll'lculT8l1t with other live loads. 5) lhi$1ru8s has been de&ignecl for a 10.0 pst bclfom chord ive load nonconcurrent with any other IhIe Iollds, 8) Ttis truss requires plata Inspection per lhe Tooth Count Method when lhis truss is chosen for qualily assurance inspection 7} A pIaIe I'1IUng reducllon of 20% h8ll been applilld for lhe green lumber membe",. 8) TN81russ Is designed In aa:ordance wilh the 2003 International BuDding Code section 2306,1 and referencecI slandaW ANSllTPJ 1 LOAD CASE(S) Slandard [ EXPIRATION DATE: 06-3{H)6 ) June 10,2005 ... ..-- -.........__--JIlOft8_ftlIJ8Al1DJJIO.UD2D_ ___"'73 -..oRlO 118& Deoign IItIId ,.,.. _ onlywllh Mret conneclor>. Ihis desv. Is based only "-'I""''''''''''' shown, mid I< lor an IndMdual buI1dfng c""..,.,...,nl Applicobilly 01 deoign po"r"",I1"" and _1nI:cr~al~_IoIlllpO~ otbUldlng d8dgner - ""'_dooig_. 8rocJng"""'" 10 for 1oI.....I.uf)lOOl! 011_",,1 web _ only. Adcilfonal ~ brodng to insure _"IIy during comInJctlon Ts thlt_pclt1Ii>iIiIyollhe er8CIor. AddiliOnoI permanent braC~he .,...,11_lslhe _~Ihe bu~. PDrgenera~~noe"'lJOl'dlng ~=~":~~russ P~I=-'''::'=D'~~~ Wlk~ a, 1lSI-89ancl l"'IdI"9~...t 77T1 O.......okLano .. _ SuIa.10l1 <:INs 1lelghI., CI\, 85lI10 MiTek- ace A2 Truss Type VAULT Job Truss PRECISION ROOF lRUSSES, Cl.ACKA1oN\S.OR 97015 8-4-3 8-4-3 12-1'-3 17-1-8 M ~ l>3-0 <1-&-5 1).1~ 5-9-6 SXJ= -II 5 :s.8-11 5-9-8 ~ 6-5-5 Salle ; 1:85.8 6,00 rw 10 4"1 0 -;::. ~r,t ~ j: ~ B 3104 ::0 I~ 3lllI =- 13 '1><9= 12 3l<4 II 4x10 ::0 ~7 ~7 17.1-8 &-1..1 M ().1D-8 2&-8-1 9-8-1 3&-0-0 ~15 Plate ~ IX Yl" [1.0-9-011-0-101 18'0-1-50-0-91. [10'0-3-12.0-3-41 [11'0-2-40-3-41 r13:0-1-12.0-1-121 , , . , , , , LOADING (pst) SPACING 2-0-0 CSI DEFL In (100) lIdell Lld PLATES GRP iCLL 25.0 Plale8 Inaease 115 TC 0.86 Vert(LL) -0.41 9-10 >999 240 MT20 220/195 (Roof Sn0w=25.0) TeDl 70 lumber Increase 1.15 BC 095 Vef1(Tl) -1.08 9-10 >397 180 BeLL 0.0 Rep Sbeu Jncr YES we 091 Horz(Tl) 062 8 nla nla BeOl 10,0 Code IBC2OO3fTP12002 (MalIix) Wel;lrt: 179 Ib LUMBER TOP CHORD 2 X '" OF No, 1&Blt G BOT CHORD 2 X'" OF No.l&Blt G "Exoapt" 4-122 X 4 DF SId-G WEBS 2 X 4 OF Sid G .Elc:ept' 11-132 X 4 OF No,1&B1r-G BRACING TOP CHORD BOT CHORD WEBS StvctulllI wood sheathing dlreclly appllad or 2-0-0 OC PUllins. Rigid caOng cltr8c1ly apphd or 111-0-0 oc~, Except: 2-2-0 oc bradng' 8-9, 1 Row at rridpl 3-13 REACTIONS (Ib1size) 1=149310-6-8,8=149310-5-8 Max Harz 1 =-131(load case 5) Max Uplllt1 =-20ll(toad oase 7). 8=-200(1aad oase 8) Max Gravl=1716(1oac1 case 2), 8=1715(1C11d callll 3) FORCES (Ib) - MlIldmum CompresslonIMaxmum Tenslan TOP CHORD 1-2=--3112/392,2-3=-271413511,3-4"'34561418.4-5=-331314211,5-8=-3331/377,6-7=-49521485, 7-8=-682lll651 BOrCHORD 1-13=-40012680,12-13=0147,11-12=0/1315, 4-11=-1571220,10-11=-14713000, 9-10=-28413988, 8-9=-53615050 WEBS 2-13=-565/211,3-13=-1089/147, 1'-13=-311'f3lJ72, 3-11=01620, 5-11=-2_0, 5-10=-2212059, 6-10=-12701314, 8-9=-481781, 7-9=-584/262 NO'TES " 1) Wnd: ASCE 7-98; 10Omph; h=25ft; TCDL=4,2pef; BCOl=6.0psf; Category II; Elcp C;.enclolled; MWFRS interior zone; canlJle..erlefl an~ right expoHd ; end wrticalleft and right exposed; Lumber DOL=1 ,33 plale grip DOL=1 33 2) TCll: ASCE 7-98; Pf=25.0 pst (flat roof snow); Exp C: Fuly Elcp. 3) Unbalancec:lsnow loads hlMt been considered forfhis design. 4) This tnJss has been designed for a 10.0 pst bottom chard live load nonconaJrrent with anV ather liIIe loads. 5) This truss requires piN inspecllon per 1IIe Tooth Count Method when this truss is chosen far quellty a5Sl118noe Inspection 6) A pla1e raIlng reducllon 01 20% has been appI1ed tar 1he green lumber members. 7) Bearing at jaint(s) 8 conaidenI paralIellD grain valUe lllling ANSVTPI1 angle to grain formula Building designer should \llIrUy capacitv of bjlsrlrlll surface. 8) This truss is designed In accoJdance wilh the 2003 lnl8mational B,jlding Code section 23015 1 and refelWlcecllllandan:l ANSVTPI1 EXPIRES: 12-19-Q6 LOAD CASE(S) Standard [ EXPIRATION DATE: 06-30-06 ] June 10,2005 ..... --........ ........................ _iIoIZS___mcr.mma_.-.-;o;,MDI_.,..,.._ mu:. DMlgn ""lei for_""'" wiIh MiTe can_. TIOs dooign.bcaood only upon """'_ .tic:Mn. and is Icran individual bv~~1. ^~ of design ~ gnd __ inc;aJ:><xafign '" ~nl is....,oc>rllibfit of building dng_. ""'_ d...v-.1lrQ<;ing ,nc..n is Ie< b.....1 sum>ort of IndMdualwebl1'WTlben ""iii. Addi&onol ,_ bracing to in.... .Iobiily during c<>nnvction i&!he __bi1iIY '" the enocklr. /ddiliOrd __ bracing '" the o.eaU .tuclure is.... ~"8y'" the blAlding designer. !'or __ guidgnce I1lglJRinv "'-. qugilyC()l'llrol, -..ge. -"""y. -.. nn1<l "'oeing. _ AIlSl/TI'I1 ~C'rIIeIk D51-" allCllCSIl BuIIctIng C_non' Salety __ ClVCIlIable IRlm T..... PIote In>1IIule. 583 D"Onoll1n 0Ihe. Madison. WI 53719. 77T1Gree_..... _ Sa. lOll CIIm HoIghts, CA, 115610 MiTek- Job GLC8 CAI. HIP PRECISION ROOF TRUSSES. ClACKAMAS.OR. 97015 1-1~1 1-6-0 5-ll-lI S-C-O 7~7 7-10.15 2~7 0.7-8 14-6-11 IH.l0 21.5-6 8-1l1-13 28-1.0 8-7-10 ~ 31.c-o 0.78 2.U a&O-ll 5-ll-lI ScIIe: 311~1' 5x9= 3004= -= !l>dl= K ~ 040$ - 15 17 14 13 12 18 11 10 040$- ;! .... ;;; I'? ~ 3M= 3:<4= 3><12 YTll1H= 3M= 3:<4= 3114 = 7.fl.O 11-1.3 1~ 24-10.13 7.fl.0 3-7-3 8-1lJ.13 8-1lJ.13 Plate 0Irsels ex. Y'l' 12'0-0-4 Eclael 1-4'()-4..8 0-1....1 17'0+8 0-1....t 19:()..()..04.Edciel 111'0-1-8 0-1-81 114'0-1-8 0-1-81 28-6-0 3-7..3 S6-O-O 7~ . . . . . . . . . LOADING (pst) SPACING 2-0-0 CS! DEFL in (lac) IIdeII lid PlATES GRIP TeLL 25.0 PlaIes Increase 115 TC 0.88 Vert(LL} -0.38 13 >999 240 MT20 2201195 (Root Sn0w=25.0) Lumber Increase 1.15 BC 0.82 Vert(TL} -0.84 11-13 >505 180 MT18H 2201195 TCDL 70 Rep Stress Inc:r NO we 0,56 Horz(TL} 0.24 9 nfs nIa BCLL 00 Code IBC2003ITP12l102 (Mairix) Weight 323 Ib BCDL 10,0 LUMBER TOP CHORD 2 X 4 OF No, 1&ElIr G BOT CHORD 2 X 4 OF No, 1&ElIr G v-eas 2X4 OF Std G BRACING TOP CHORD structural wood 8heathlng direclly applied Dr ~ oc pur&1s, elIC8Pt 240 oc pullIns (3-8-10 mal: 4-7. BOT CHORD Rigid ceiing dlreclly applied Dr 10-0-0 DC bracing. REACTIONS (lblaize) 9~7461O-5-lI. 2=$22J0.6-8 Max Horz2=-284(1oad ca_ 8} Max Upllfl9=-838(load case 5}, 2"'-751(1oad case 7} Max Grav9004276(lDOld case 3), 2=-4209(Ioad case 2) FORCES (Ib) - Maximum CompressionlMaxmum Tension , TOP CHORD 1-2-0175.2-3--782011634. 3-<4-n83l1713, 4-5-8707/1910, 5-6=-1015712191,6-16--8582/1872,7-18--858211872. . 7-8--7680f1652. 6-9--803711669 BOT CHORD 2-15-119416800. 15-17-134Dn147. 14-17-13-4017147.13-14-2031110057.12-13-1987110003, 12-18-1987f10003. 11-18=-1987110003. 10-11~123916965. 9-10=-1328/8953 WEBS 4-14=-454.12482. 5-14=-216311I39. 5-13=Qf.351, 6-13=01394, 6-11~22561664, 7-11=-46712651. 4-15=-233J355. 7-10=-01343. 8-10=0/340, 3-1.5=-259n65 NOT&8 1) 2-91Y lruslIlD be conneclBd loglllhe....rith 0 131"x3" Nalls aa follows: Top chords connected as follaws: 2 X 4 - 1 reM at 0-9-0 DC, Bcrtlom c:Ilords connecled as follows: 2 X 4 - 1 row at 0-9-0 DC, Webs connec:ted as folIClWll: 2 X 4 - 1 row at 0-9-0 DC. 2) All loads ,8re conllideled equally applied to all plies, 8lOC8pt if noted 88 front (F) or back (B) face In the LOAD CASE(S} seeIIon Ply to ply connedions nave been provided lD dislributlll only Ioacle noted .. (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-98; 10Dmpn; n-25ft; TCDL-4.2paf; BCOL=El.Opsf; Category II: Exp C; endo8ecl: MWFRS InterlDr zone; cantlle...er left RIld rignt lI'Jq)OMIcI : end \I8Ifle8lleft and rtgnt exposed; Lumber 00\..=1.33 plate grip DOL.., .33 4} TeLL: ASCE 7-98; Pfa25.ll p!!f (nllt lQOf snow); Exp C; Fully Exp.; L--45,O-O 5) Unbalanced snow loads hlMl been considered for this deslgn. 6) Thlatruss nas been daaigned for 2.00 times IIBt roof load 01 25.0 pef on Dll8rhMgs non-concurrent with other live loads 7) Provide adeq.... drainage to PnMInt _llIr ponding, 8) This trues n8s been designed' for a 10.0 pat" botIom chord 11118 load nonCOr1CLII1ent with any other Ii"" loeds, 9) All JllalBs In MT20 p1atee unl... otherwiM indicllled. 10) This trues requirM pI8tIo Inspec:tlon per". Tooth Collllt Mdlod when tills truss Is chosen for qLIIIIty assurance Inspection 11) A pla1e rating raduclion 0120% has bMn applied for !he 9 rwn lumbltr nwnbers. .12} Jhis trut5 ill cI..1gnlld In accordance wl1h 1I1e 2003 international Building Code section 2306,1 and referenced standard ANSIITPll CoirlilIued on ~ 2 ( EXPIRATION OATE; 06--30..()6 ] June 10,2005 .... _. "-fIlI.r....._--_OII~AlIJlJJlClmllED lImEIr-..at__tlfn__ ~. wid fa< _onI\I"'lVI1"et eonneelaB, 1hkdeslgn Is based only upon poramelen.hewn. ald "loran _.....llulctng componenl. ^ of dellgn paromont... ancl_I"""""",,1Ion of """,""",,_nf ......,.,.,..~ of buIcIng dtItIgnw - not_ d.sIg_. IlracIng shown ill bt.ro suppa! of OldMdual_b memben only. Addilionallamporary brudr1g 10 inswe>labmy m..ing ""nslrucfion is Ihe~ <>f the eoecI<<. Ad_ClIpennonenl brac:lna 01 ""'__.... the ~ <>f!he btAa1g design.... Fargensalgulcb,ce ~g Ico-' quolty control darage. de-". orecticn and b-adng. consoAf AIISlIfI'I1 QIJ..,. QII...... _ mullCSIl BuIdIng e.............. SclfoIy_on aval_ from T..... P_lns1iIuIe. 5831)"Onamo DrMo. Macf..,.,. WI 53719. m7G_I.o... .. _tOO . CilnllHeigllla, CA._I MiTek- Job GLe6 TrulIS t-3 PRECISION ROOF lRUSSES, CLACKAMAS,OR 97015 NOlES 13) Girder carries hip end with 7-11-4 end setback. 14) Deeign a__ 4x2 (Ilat Orienl8lion) purlin. at oc .pacing indicated, f88lI8nllCi to tlu8. TC w/2-1 Od nails, 15) Special hanglJf'(8) or otler connection devk:e(a) 8hal1 be provided 8U11ici8nt1o 8Upportconcentra18d 108d(.) 5451bdown and 3091b up at 7-7-12 on 10p chord TIll> de8ign/8lIIection r;:I such specia/ connection device(s) is the I1lSponsibility of oIhenl. LOAD CA8E(8) Slandard 1) Snow: Lumber 1nc:reMe=1 15, Plate Increase=1 15 Unl'orm L08ds (pI) Vert: 1-4"'-&4,4-7-159,7-9-159, 2-9--5O(F-30) ConcentRlelld ~ (Ib) Vert 4=-645 ..AI.. -- .........___JIOtDOlf"_AlIIII.IIICIoIZDaJ _JIItIPJIIIDCII___P3__ 0e0Igr\ W>Id fer we ""'" oMItI M1'eI: ccnn_ _d~ II_only upon para_ "'-" and II fer an IndMduaf buIIdlng ccm_nl. AppIcobiJlyof dUgn paIQIllWltersand __incarparaIian of~" ~ of bulding d...v-- noItnns desig_. t<ocing shown :':1:.""J:::="'~=~"=I~~==,.;"=~:~'bM=~~~~~,:::=~oilhe =::n~~=~~1=~~~~~""'~S3~0IIMIa. DSl-89andl!Cllll11111d1l11l~ent 7777G_ctl.8ne .. _111I CIIlus Helghlo, CA, 8661 Mirek- Joo GLCI PRECISION ROOF TRUSSES, CLACKAMAS.OR 97015 ('-8-01 7-3-7 lI-1~15 14&9 1-6-ll 7-3-7 2-7..8 4-7,.10 6X7~ 4 8.00[12 ( 13 3x5= 21_ 6-11).13 2&-1-0 4-7'10 28-&8 2,.7-8 :J8.O.() 73-8 5coIe ~ 1 :64.8 8 ~ :;; rj 12 11 10 3><12 MT18H = 3lc5 = 3M= 11.1.3 11-'.3 184-0 6-11).13 24-11).13 6-10-13 :J8.O.() 11.1..3 PIatI!> orrsets (X Y)- 12'0-0-7 Edge! (3'0-1-10-2-01 [7'0-1-10-2-01 19:0-0-7 Edael [10'0-1-120-1-81 113-0-1-120-1-81 , , , , , . . , , , LOADING (psl) SPACING 2-0-0 CSI DER. in (Ioe) VelefI lid PLATES GRIP Tell 25.0 Plates Incnoaae 115 TC 093 Ver1(LL) -0,37 12 >999 240 MT2(J 2201195 (Roof Snow-2S.0) lumber Increase 1.15 Be 0,97 Ver1(Tl) -102 9-10 >-417 180 MT18H 220119.5 TCDl 70 Rep SIIes8 Ina YES ~ 0_89 Ho~n) 0.22 9 nf. nt. Bell 0_0 BeDl 10.0 Code IBC2003ITP12002 (Ma1rix) Weight 1491b WMBER TOP CHORD 2 X'" OF ND.1&Btr G BOTCHORD 2 X4 OF No.1&BtrG \/\IEBS 2 X'" OF SId G BRACING TOP CHORD SlIuc:Iural WDOcI shllllllhlng dlrecGy applied. IIlIIC8pI 2oG-O DC plWlIll8 (2-5-8 max): 3-7. BOT CHORD Rigid ceiling direcly applilld or 2-2-0 DC bracing. REACTIONS (llfslZe) 9=163910-5-8,2=175510-5-8 Max Horz2=138(1oad case 7) .Max UpIiII!l=-218(1ol1d case 5). 2=-292(1oad case 7) Max Grav9=215S(loed case 3). 2=2328(1oad case 2) PORCO (Ib) - Maxblum CompressloniMllldmlllll Tension . TOP CHORD 1-2=0175,2-3=-39741492,3-4=-119/0, 3-14=-4201/541. 5-14=-42091540. 5~718J669, 6-15=-4243/542, 7-15=-4235154 7-8~1191O, 7-~9731494 BOT CHORD 2-13=-41313404, 12-13=-62Of4807, 11-12=-61914830. 10-11=-619/4830.9-10=-37613438 WEBS 3-13=-9511559, 5-13~1290/271. 5-12~154J27S, 6-12=-1641271, ~10~12821286, 7-10=-9511553 NOTES 1) \Nind: ASCE 7-98; 100mph; h=25ft; TCOl:04.2pst; BeDl=6.opst; Category II; Exp C; llfldosed; UWFRS Interior zone; cantlle_left.nel ~htexpDHcl; end wrticaIleftand right exposed; lumber ool=1.33 plaia grip 00l=1.33 2) TCL.L: ASee 7.98; Pf=25.0 pst (11m roof snll'll); Exp C; FuUy Exp.; L= 45-0-0 3} Unbalanced SIlClW loads have been CXlfISidenId tor this design, 4) This truss I1a beMI des9led for 2.00 limes fta1 roof load of 25. 0 pst on overhangs non-ccncunent'tllllh alher 1/\lIe loads, 5) Proviele adequate drainage ID preventwalllr panding. &) This truss has been dllSigned fora 10.0 pst botIDm chord Ihe load nonconcurrent'tllllh any olherliw loads. 7) All plates are MT20 pIa1es unless olherwise Indicalad. 8) Thill trusll requil1lll p1a1B inspection per the T oolh Cowrt Method when thls buss Is ~n for quality assurance Inspection 9) A plalll rating reduction of 20% has ~ applied for the gl'lllll1lmnber members, 10) Thill truSIl ill dlllligned in acc:ord;mce'tllith the 2003 InlIm1alional Bu~dlng Code section 2306.1 and referenoed standard ANSVTPI1 11) Design lISSUmBll 4x2 (fi8l orienlalion) purim at DC Splicing indicatl!ld, fallfened to buss TC wi ~1 ad nals. LOAD CASEIS) S1andan:l [ EXPIRATION DATE: 06-30-06 J June 10.2005 .& _. ~.""'.--dmr-JIIW)JIOOD8_2'JIIIJAJfJ>~________V3_l18I:. o.ign valet far ... onil' wlIh MIele can__ ThiI d8lign io based otlly upen _amel__. and .. fer an lndMdual buIIdt1g0cmp0nent. ~e:=~~=~~~~~=.:.=--.~~e...~= etedor. AddIIIonal '*"""""" I>ood>g 0I1he _ JInlcbe is the ~iIy of the bYldi"ll designm-. Fa- ~"'"" lllidonce regl>lding =::m:=J..~..==-:.rD"~~~~C_DSN'and8Cll1 UdIlljCo__ 7777GreenbadtL... _ SUb 109 em.. H,"",,". CA, 95810 MiTeke TN. Tnas Type DUAL RIDGE ~E Bl PRECISION ROOF muSSES, CLACKAMAS,OR 97015 -Hl-O 1-8-0 5-3-4 5-3-4 1B-9-D 5-5-12 21-&0 1D-9-0 23.Q.O I 1-&0 _~1:41.4 4lI4 II e J1 18 2X311 17 3lCll= 5-3-4 5-3-4 21-8-0 1$-2-12 PIs18 0IlseIs tx. V): 12:0-2-4 0-1-8 3:0-1-120-1-111. 16:0-2-120-2.01 11:0..1-1:1 O-HI 117:0-2-00-1-8 LOADING (pst) SPACING 2-0-0 CSI DEFL in (IDe) lldeft LJd PLATES GRIP TCLL 25.0 P1a1lls Jnareese 1 15 TC 0.38 Vert(LL) 0..02 2-18 >999 240 MT20 2201195 (Roof Sn0w=25.0) lmIber Increase 1.15 Be 0,14 Vert(TL) -0.04 2-18 >999 180 TCOL 7'0 Rap Stress Incr VES we 0.54 Horz(TL) 0..01 17 nIa nIa BeLL 0.0 BOOL 10.0 Code 18C2003fl'P12oo2 (Matrix) Weight '.05Ib LUIIIS!1t TOP CHORD 2 X 4 OF No, 1&Btr G BOT CHORD 2 X 4 OF NO.1&Btr G WEBS 2X40FStdG BRACING TOP CHORD BOT CHORD SlJUc:WaI wood ahelllhing diredly applied or 8-0-0 oc purlns. Rigid ceilng diredlyepplled or 8-0-0 oc bracing, Except 10-0-0 oc bracing: 2-18,17-18, 1 Brace aIJt(s)' 19 JOINTS REACTlONS (lblsize) 2=48810-6-8,11-172110-11-8,17-707/10-11-8, 16-89/10-11-8,15=187110..11-8,14=157/10,.11-8,13=195110-11-8 Uax Horz2=-156(108d case 8} Un UpIifI2:-242(Joad case 7), 11~13O(1oad callll 8), 17=-211(1l1lld C81!l8 7). 16~76(1oad case 8), 15><-89(load case 8), 14='-86(load case 8), 111=-68(1oad caae 8) Max GJaV2=695(load case 2), 11=310(1aad case 3), 17=9160oad case 2), 16=2120oad case 3), 15=243(load case 3). 14=226(Ioad case 3), 111=264(load case 3) FORCES (Jb) - Maximum CompressionlMllXimum Tension TOPCHORO 1-2=Dn5, 2-3~55f161, 3-4=-101138, 4-5=-51206, 5-8=01269, 6-7""1207, 7-8-1/165, 6-9:-21173, 9-1lF-321171, 10-11=-82/176,11-12=0173 BOT CHORD 2-18=-1291<184, 17.18~12ll1484, 16-17=-148/163, 15-16=-148(163, 14-15--1481163, 13-14--1481183, 11-13-1481163 \I'wESS ~7101251, 19--20=-705/250, 17-19-7401268,6-17*-4491120, 7-18=-195186, 5-1g...n~O, 3-18-0/228, 8-15=-197/119, 9-14=-1881110,10-1300-22511 17,4-20=-6111 ~~ I 1) Wind: ASCE 7-98; loomph; h-25ft; TCDL-4,2pil; BCDl0a6.0p8f; Category II; Exp C; enclosed; PoMIFRS gable end zone; cantilever left and right exposed ; end W!rticaIIeft and right exp08lld; Lumber DOL=1 ,33 p1a1a g~ DOL=1 ,33 2) TCLL: ASCE 7-98; Pf=26.0 pat (lIllt roof snow); Exp C; Fuly Exp. 3) Unbalanced anow 10000s have been oonsidered for this design. 4) This truss has been d....:uned liar 2,00 times flat roof load d 25.0 pst on overhangs non-c:oncurrent with olher Dve loads, 5) ThlslJUss has been dllligned ror a 10.0 pst botIom chord Jivaload nonconcurrent with any olher fiw loads. 8) This trun requiles pin nspec;tion per 1he T ooIh Count Method when this truss is chosen for quality llSwrance Inspection 7) A pIa1I! rating reduc:lion of 20% has been B1JpUed for the green lumber membelll. 8) This trulS is designed in accosdanoe with the 2003 ln1amational BUBding Code section 2306 1 and referenced standard ANSllfP11 LOAD CASE(S) Standard ( EXPIRATION DATE: 06-30-Q6 I June 10,2005 . ..-......,., ......_"'"" __JI02Rl _.......lMU1.lIBP~ R.lI:P.ll:IdliIP_........,V;J _ IlllIIf. =.. vaid Icrlll.only""lh MrekcOnneclcB, lh. design. _ only UpOn palOma.... -. and k loran lndMdool ~ component. ~""Ia.::v~=:r=:=~~':::'=-'~~=~=w1~::'ir:~~:::: ~~~:=.:"''':'~~~~=:=~~=n'II'.:rs~:;~~~=,~~..:- 5GIely __ """Ilable "","TnJ. _lnIfttuht.l5!3 D'OncflIo DrIYe. -.on. W153119. 77T7Grwen_...... ._ SuIIe 10B CIrvs HeighIo, CA, ll!i810 MiTek- B2 COMMON Job T..... T.... Type PRECISION ROOFlRUSSES, CLACKAMAS.OR. 117015 .1~ 1-6-0 5-7-12 5-7-.12 1~ 5-~ 1;;'10-4 5-1-4 4lo4 = 4 21~ 5-7.12 ~I 1~ Scole . 1 :41 ,4 LOAOING (pllf) SPACING 2-0-0 CSI DEFl In (lac) lleld lid PLATES GRIP teLL 26.0 PIaliM ItlClNS8 115 TC 0,33 VerI(LL) -0,17 6-8 :>999 240 MT20 2201195 (Roof Snow=25.0) Lumber Increase 1.15 BC 0.58 Ver(TL) -0.54 6-8 >464 180 TCDL 70 Rep Stress Incr YES WB 0.36 Horz(TL) 0.05 6 nla nla BeLL 0,0 BCDL 10.0 Code IBC2003ITPI2002 (Matrix) Weight. 89 Ib B.DD 112 1 10-94 1(l.~ 21~ 1~ LUMBER TOP CHORD 2 X 4 OF No.1&Btr G BOT CHORD 2 X 4 OF NO.1&Btr G VIJEBS 2 X 4 OF SId G BRACING TOP CHORD BOT CHORD SWclunll wood $'-lhlng dlreclly applied or 4-1 0-12 oc purllns. Rigid calImg directly applied or 10-0-0 oc bracing, REACnONS (lblslz8) 2=99-410_, B=994JO.&.8 MllX H0I%2=-101(108d case 8) Mill( UpllI\2=-204(Joad case 7), B=-204(Ioad case 8) Max Grav2=1189(1oad case 2). 6=11 B9(Ioad case 3) FORCES (Ib) - Maximum CompressionJUaximum Tension TOP CHORD 1-2=0175,2-3=-16261211.3-4=-1093/140,4-5=-1093/140.5-6=-1626/211,6-7=0175 BOT CHORD 2-8=-181/1347,6-8=-9311347 WEBS 3-B:-S95I186, 4-8=01587. 5-8=-,5951187 NOTES 1) Wind: ASCE 7-98; 100mpl1; h=25ft; TCDL=4.2psr; BCOL=6.0pst; Category II; Elcp C; enclosed; MWFRS lnb!rior zone; cantilever left and right ellPD$Bd.; and vertIcaJ left and right exposed; Lumber DOL::1 33 plale grip DOL=1 33 2) teLL: ASCE 7-98; Pl'=25.0 pst (TIel roar snow); Ellp C; Fully Ellp, 3) Unbalanc:ed snow loads have been considered for this design. 4) This truss halO been designed far 2.00 times ftat roar load of 25.0 pst on ovemangs non-concurrent with other live loads, 5) This truss has been designed for a 10.0 pst boIIam chord live !oed nonconcurrent with any other live loads. B) This truss requires pin inspection perlhe Tooth Count MeIlod when this truss is chosen for quality asSUIlIlnce inspection. 7) A piallII rating reduction of 20% has been applied for lhe Ilreen lumber members. 8) This truss is designed in accordance wiIh Ihe 2003 Irdemational Bulding Code section 2306, 1 and referenced standard ANSllTPl1 LOAD eASE(S) Standard I EXPIRATION DATE: 06-30.(16 J June 10,2005 A --. FerI4r.......~_JIIW)lID!'JIS__AJU)JlllICUJIIa)__ JtBIlEII8IIIZMOB__1I8Il. Oeslgn ""lei for ..... only wIIh Mr_ conneclo<s. This design is based only upon pamme.....-. and is tor an IndMcluol bulclng ~. AppIoo~ 01 design _hili and _1"""'JlOIOticn 01 ~ io....pon.ibiily of buiting d.,;gn. - "'" _ a.,jgn..Irocing.oo- Is Jar lateral "''''''''' of ind"MdUCII web _ only. A<I<:IitIoI'OI~em_ ~ to _stal:ll1ly c:lUllna e<lrlIWeIon Is_r-.pons~ of.,.. ....ao.. AddIilOnol_t _g of the """"'. cIrocluno iothe ~ciI1he IJoJicmgdoolone<. For __ guidance regarding fabric;aficn. quoily comror. sboge, dellwoy. erec:Iion and broa.g, consul ANSI/I'll Qua8yo CoIhnlia. DSI-If' aad IC$I1Iu11c1i1lg "---' ScUIy- """*'bIotllomT.....PtJteJIIIIiMe.583 D'OnoIrIoDrWe. _no Wf53.719. nn__Lone .. SuiIo,oe , CinIs Heill.... t;,<\, lHifl10 MiTek- Job Truss Truss Type COMMON GLC6 B3 PRECISION ROOF TRUSSES, ClACKAw.s.OR 97015 10+0 10-&-0 21~ 1().9-(l alOll= s..>>-1:39.5 2 ~ 6.00 J12 Ii 6 4lCl2 II 4 4><12 \\ 8-G-12 8-0-12 PI8ta 0ftseIa IX y}' r1'1-0-20.0-11 13'0-0-140-5-91 14-0-8-90-1-01 re'l\-6-7 ll-O-Bl 13-5-4 S+8 21-8-0 8-0-12 . , . . . , , , LOADING (pst) SPACIHG 2-0-0 CSI DEFL In 000) lldell Ud PLAlES GRIP TeLL 25.0 PI.. lnaease 115 TC 0.63 Vert(LL) -018 4-8 >99El 240 MT2D 2201195 (Roof SncM-25.0) Lumber Increll8e 1.15 BC 100 VerI(TL) -0,38 4-& >SIl8 180 TCOL 70 Rep Stn!eslncr .NO we 054 Horz(TL) 0.08 3 nIa nIa BeLL 0.0 BeOL 10.0 Code IBC2003lTPI2002 (Ma1rix) Weight 2831b WilBER TOP CHORD 2 X 6 OF SS G BOTCHORO 2 X 10.0F SS G weBS 2 X" OF No, l&Btr G BRACING TOP CHORD Structund wood sheathing direcllyapplied or 4-0-12 oc pu~ins BOT CH ORO Rigid celing c1irecly applied or 10-0-0 oc bnIcIng, REAC'TlONS (Ib.'size) '''8305~, 3=8765JO-5-8 Max HOIZ 1=-72(load cue 5) Max UpIit1-1113(108d case 7), 3--15B3(loed C8ge 8) Max Grav1"7383(load case 2), 3-9438(load case 3) FOR~ (lb) - Maximum ComprellllionlMaxlmum Tension TOP .CHORD 1-2&.1586BJ2412,2-3-1540112481 BOT CHORD 1-6~2131J14089. 5-6--1821/10249.4-5=-1621/102411,3-4=-2164/13685 WEBS 2-6~10381781f, 2-4=-117018989 NOTES 1) Special connection required to dialribu1B boIIom chord loads equally ~ all plies, 2) 2-pIy1ruSllU> beconneded II:lgeu-wiIh 0131")(3" Nalls as follows: Top chonIs connecl8d as fcIIows: 2 X 8 - 2 rows at O-~ DC, Bol1Dm chords connected as idi0w8: 2 X 10 - " lOWS at 0-4-0 oc Webs connected 88 foIowa: 2 X" - 1 raw at 0-9-0 oc. 3) All loads are considered Ilq..lly applied to lllIl piles, -=epllf ncllld 88 front (F) or back (8) face in the LOAD CASE(S} secIlDII, Ply to ply cannecions have been provided to dlslrllutr!l only loads nobld aa (F) or (8), U1Iess DlherMse inalCldlld. 4) 'Mnd: ASCE 7-88; 1 OOmph; h-25n; TCOL=4.2p8f: BCOL=6.Opsf; Catagory II; Exp C; endosed; MWFRS inlerior zone; cantilever left and right exposed ; end verticIIIl8ft 8l1d right exposed; Lumber DOl=1 ,33 plale grip OOL=1,33 5) TCLl.: ASCE 7-88: Pfa25.0 psf(fta1raohnaw); Exp C; FuRy ElCP. 6) Unbalanced _loads hliNe been considered for thIS deslgn. 7) This Innls has be<<I deslgned.for a 10.0 par botliam chanllhoaiaad nonconcurrent with 8IlY other: Ii... loads. a) This IN8IS requires plaIe inspec:llon par tha TDDIh CDllnt Method when this truss is chosen for quality 8SSl.R1lce insp8CtiDII. 9) A pia. nlting reduction of 20% h. been applied forthe green lumber members. , , 10) This truss Is designed in ac:cord8nce wl1h the 2003 International Building Code section 2306,1 and Ief8renced standerd ANSIITP11 11) Girder canilllllie-in 8pan(6): 3&-0-0 tram 8-0-12 to 21-6-0 12) Special hanger(8) or other connection .devke(s) sll811 be provided sullident 10 support concentnlled IORd(s) 52381b down and 687Jb up at 8-0-12 an bottom chord, The design/selection of such special connection device(s) ill the respanaltillly d others. LOAD CASEIS} Standard Continued an illlll8 2 [ EXPIRATION DATE; 06-3CHl6 J June 10,2005 .A. -; ~"""__IIIlUI__"'AllDJlICUIDI:D_____J'AQ"'H7'3__ ee.ign Y<lid klrUM only"'" Mlet connecIooI. - _", Ie _ only YfIClIl """,mel.. "- and io klr an IndMdUCIl buicling~. ^~IIIy-of -Vn Foro- and _ i~ of COIT1pOnent is responoibity of bojlclng _,,_- nat_ deOur-- &acing._ S fer b!M:>louppcrt 01 indMd",,'_ ".,..",.,.. oNto Ad_1emporory bracing b inoln oIa~ during =nsIruclion io ,he....ponsIbIIIIy or the """"00". -_nlbtacOlgollhe__isthe~"'lhebuldibgdesO'1er.for~gu_reoo_g Iabrieallon. quallv ~_ $boage. clelveiy, er_n and brac:iltg. __ AN5III1'tl Quollly~ _ _ K:SIlluillllog Compoaeat SaIeIy- _bioi ImmTrua PIale 1_... 583 D'OnoMo [)hie. MocII9on. W1S3119. nnQlwnbacltLone _ SUlle1ll4l Ci1nro H~; CA. 95810 MiTek- Job Truss Truss Type COMMON B3 PRECISION ROOF TRUSSES, CLACKAMAS,OR 97015 LOAD CASE(SI S1Mdwd 1) Sncw: I.1Imber 11ICI1lalI8=1 15, PI"'ln~1 15 Unifonn Loads (pIf) Vert 1-e~20, 3-8~734(F~714), 1-2=-64,2-3=-64 Concenllalled Loads (Ib) Vert: B=-375D(F) A ..- -..... .....___JIDftIS OR_AlfJJJIIICW.DIID_JIIIO'.ERBIR:I:7_~"#0ll_ U8& DasTgn _1Ic:t for..- ClnIv - "".. CC1nneclcls. TNo_v. ~ booed ""Iy upon p""''''''tw..ho...... and Is fer an IndMduClI_g C_nenl. ~~lUoI~~~=~~enf~~=-:..t':~:,':.~=::==::::" e<ectcr. =c: ptOmCInent bR:lcing 01110 """"'Islruct..... .flw~ of fhe builcfong deoIg".".. Far""""",' guidonce ~g ftlbricolian. quaily coma. rIara~~. e<ecIcna.d bracIng, consul ANSII\"PIl QuGlly~. ___ .nclldIl ~ Canlpcm..t SaWy I......... _ from 1_ PIaIe 1",_..'i83 D'Onafiio Drive. _ WI 53719. 7777~I.a.. _ _109 ~Holgldo. Co\. 85610 MlTek- GLC6 COMMON Job TIUllS TruBlITypB Cl PRECISION ROOF TRUSSES. ClACKAMAS,OR 97015 -1-6-0 1-6-0 1G&O 166-0 21-D4 ~ -= 7 8.00 fi2 1 2 3114- 22 2Jc3 II 21 2Jc311 2D 2Jc3 " 19 2Jc3 II 18 2XS II 17 2lc3H 18 2x3 II 21~ 21-~ 22-11-0 r 1-6-0 -.. ~ 1:40.5 13Ji 15 2Jc3 II 14 2Jc3 II PIabt 0IrMl6 IX n 12'0-1 12.0-1-81 112:0-1 12 D 1-81 . . - . - . - . LOADING (p&f) SPACING 2-0-0 CSI DEFL in (Joe) IIden Ud PLATES GRIP TCLL 25.D PIallls Increase 115 TC O~22 VlII1(LL) -0.02 13 nlr 120 MT20 2201195 (Roof Sn~25.0) Lumber Increase 1.15 Be 010 VlII1(Tl.} -0.03 13 nIr 90 TCDL 7.0 Rep Stnlss Incr YES WE! 0,D7 Horz(TL) 0.00 12 nla nfa BCLL D,O BCDL 10.D Code IBC2D03ITP12002 (Malrix) Weight. 1110 lb LUllBER TOP CHORD 2 X4DF NO,1&S1rG BOT CHORD 2 X 4 OF NO.1 &B1r G WEBS 2Xo40FSldG OTHERS 2 X 4 OF SId G BRACING TOP CHORD Slructu.w wood eheethlng dncay appied or !Hl-O DC purl;nl, BOT CHORD Rigid ceiing direclly appllad or 10-0-0 oc bracing. REAC110NS (Ib1slze) 2=226J21-O-O, 12=226/21..0-0. 19=168/21-0-0, 20=168121-0-0, 21=167121-0-0, 22-172121-0-0,17"168121-0-0, 16=168121-o-o,15=167121-o-o,14c172121-o-o,18=1~1-O-O Max Hoa2=-153(load CIlIa B) MIX Uplift2=-113(load case 7}, 12--142(I0IId ClIII& 8). 19~(lOlld case n, 200=-87(1oad C88e 7), 21=-99{JOlld case n. 22=-66(load case 7}, 1700-B2(1oad cae 8}, 1s--88(10ad C888 8), 15-99(load case 8), 14=-55(load case 8} MIoc GrBv2=328(load case 2), 12-328(1oed _ 3), 1~2+1{1oac1 ClIB8 2), 2000233(load ClIIIe 2), 21=236(1oad case 2). 22=234(1oacl case 2). 17=244(1oad case 3), 16=233(Ioad case 3), 15=236(1oad C888 3), 14=234(Joad casa 3), 18=153(1oad case I} FORCES (II) - Maxmum CompJessIonlMaximum Tension TOP CHORD 1-2=0173,2-3=-121/62,3-4=-63196,4-5=-58/128,5-5=-58/162,6-7-61/180, 7-8=-81/179.8-9=-58/125,9-10=-58166, 10-11=-69/33, 11~12=-78134, 12-13=0173 BOT CHORD 2-2210(1/139,21-22=01139,20-21=01138,19-20=01138, 16-111c0l139, 17-18=01139.16-17=01139,15-16=01139, 14-15=0111"Q 12-14=01139 _ WEBS 6-19=-2031109,5-20=-1941113,4-21<=-192/114,3-22=-2051107. 6-17=-2031106. 9-1fl:--1941114. 10-15"-192/114, 11-14=-205H06,7.18=-1131O NOTES 1) Wild: ASCE 7-98; 100mph; h=25ft; TCDL=4.2flsf; BCDLoo6.0pef; Category II; Exp C; enclosed; MWFRS gable end zone; canllewr'eft and right exposed ; end wrticalleft and right exposed; Lumbar DOL=1 ,33 pln grip DOL=1.33, 2} TIUSI designed for wind loads ~ the plane or the WItS only. For llluds elCjlO8lId 10 whl (normRl1D the face), see MlTek "Standard Gablll End DlItail" 3) TCll: A$CE 7-98; Pf=25.0 psi (IIat roof anow); Exp C; Fully Exp, 4) Unbalanced snow loads t1a\l& been considered b this design. 5) This Iruss has been deelgned for 2,00 times 1Iat roof load of 25.0 P8f.on OII8rhangs IlOll-C:OI\CUn'IInt wIIh other Ih.oe loads, 6) This In!H hal been dlllll"ned for a 10.0 pst botlom chord liw load I\OIlCClIIcurrent \MIh any other Hve loads. 7} This truss requires plabt inspecIion per the Tooth Count Method ..w-lhIs was Is chosen tor qua1ily assurance inspection 8) Gable requires canlinuous bollcm chord bearing 9) Gable studs spaced at 2-0-0 DC. 10) A plate rBlinB reduction of 20% has been applied for file green lumber members, CoMinUlld on pa e 2 ( EXPIRATION DATE: 06-30-06 ] June 10,2005 A -- --......-- --- OIIm18AIIDJIICUIIlDJII'IZII:JIIPUBIiICB__Hn_1I8& Dooign valid b~ onfrWlh MTel:.oonneclon. Thlsdeslgn" based ont,r ~pcn !><IrQ"",len shown. QIld.. b"" _uaI bul_S ~I. AppIoablllly 01 cIesIgn ~menlon and _I!1CXll'pCrI>fio of oomponenIlS_!><IftIIbIIty 01 boiI:Hng c:Ionigner _ not .... cMsig..-.!ract1g """'" Is fer - NIlIlO'f 01 ,_ua1 - _en only, Addlllonoltempooory tmcing 10........ sIobitlr ciiJ'ng eonolruetIon . the 1eSpOIlSIbllity of tho .-.cIar. AdcIfionol perma....nt broelnll 01_ "",""".~"lh" respanstbltly of the bulc:fng cleoicIrw. Fcrg"""",lguld"""" Ngaldng foI:IrIoatbn. quoltyoontrol,..tcmgo. dltlllMrr, eoeclIon and bracing. """'.. MISIITPIl Qu~ l:IIhoda. DSB-89 arod ICSIllu1kl1"l1 C__ SaIooIy _n <Mllable from Truss Plate Ins1IMe. :iIl3 D'Onofrio 1lIMI./Ifodilon. WI .53719. T177__l.uo .. ~10S CIlnIo /lelsIdS. CA, _10 MiTeka I~ ITNa ITN.~~ GlC6 C1 COMMON PRECISION ROOF TRUSSES, ClACKAMAS.OR, 97015 ITJ~::== R16M1 Ii, 100. Sep 17 2llO4 Nile!< IndUSlrieS,lnc. Fli Jun 10 0It17:58 2005 Page 2 NOTES 11) "'1$ truss Is dMlgned ~ aca:lrdance wih lhe 2008 InlIernationlll Building Code section 2306,1 and referenc:ed 81andard ANSIITPI1 LOAD CASE(S) Sbmdard t=-.............-----OIf,...AIIJ)DIICLllDIID-~'--r.t--. . n ""'" far _only_W.... <XlnnectOlS. ThIodoolgn k based only upon paoa_ _. and is '''''''' indN!d\Jal bu-.g camponenl. " billy of deIGn P"!"!_and _ inc:apamlian of campo",,",is _nobilly af buildinr;r d~. not n. ~_ 8IocJng "'-' 10 farlaloral-' of individual_ _anly. ~allernparDly toacitv loins"", s1abill1y c:UIng cans_" the ~ offlw =~~I=~~~.===::-~~~tt.;==~,",-~ng~ra::._ &aIely -- .........bIoo ""'" T.... _lrdIuI.. 583 D'0r10fria tlriw, Macfoan. W15S7I9.. TTT1_loM _ SlI""'09 ~ Helglllo, CA, 18610 MiTek- Truss TIUBIl Type C2 PRECISION ROOF TRUSSES. CLACKAMAS.OR 97015 COMMON -1~ 1-6-0 6-6-4 !>6-4 10.a-0 4-11,.12 15-5-12 4-11-12 2140 ~ ~I 1-6-0 Scale - 1:40.5 4lc4 = " 1 1().8.() 1()'8-0 Plate Olfsets oc. Yl" 12:1HHl 0.0-101 16'().8-() CHl-10f 21-<Ml 1()'6-0 . . . LOADING(psf) , SPACING 2-0-0 CSI DEf'l WI (Joe) VdeII Ud PLA 1CS GRIP TCU 25.0 PIa1I!s Increase 115 TC 031 Vert(Ll) -0.16 6-B >999 240 MT20 22DN95 (Roof Snow=25.0) Lumber Increase 1.15 BC 056 Verl(T1.) -0,50 6-8 >497 180 TCDL 70 Rep Stress Incr YES 1M! 033 Horz(TL) 0,04 6 nla nla BCLL 00 BCDl 10.0 Code IBC2OO3ITP12002 (MatrIx) Weigllt ffl'lb LUMBER TOP CHORD 2 X 4 OF No, 1&Btr G BOT CHORD 2 X 4 OF No.1&Btr G WEBS 2 X 4 OF Std G BRACING TOP CHORD StrucIuI1ll wotlCl Shlllllhlng dnctly appilld 01' 4-11-14 ClC pullins, BOT CHORD RIgid ceiling IIrect1y applied or 1 D-O-O ClC bradng REACTIONS (lbfeize) 2-97310->8, &-97310-5-8 Mix Horz2-99(loed case B) Max UpllIl2-202(108d ca_ 7). 8--202(1cad case 8) Max Grav2=1166(1oed c:ase 2}. 6=1166(1oed case 3) FORCES (Ib) - Maxmum COlJ1Pf8S8icWMaximurn Tenaion TOP CHORD 1-200Qf75, 2-3-15831205, 3-4~ 10661138. 4.5=- fDe5l138. 6-6=-15831205, 6-7=0175 BOTCHORD 2-B"-17611311,6-8<>-9011311 WEBS 3-Il~5nI181, 4-8=01572, 5-8:.6nI181 NOTES 1) 'Mnd: ASCE 7-se; 1 OO~; h-25ft; TCDL0>4.2pst; BCDLooG.Opst; Category II; EJCp C; endcsed; MWFRS interior zone; cantilewr left and right exposed : end ..Micallef! and right <!lCpD8ed; Lumber DOl"1 .33 pl. grip DOL=133 2) TCLl: ASCE 7-9B; Pf-25.0 pst (IIat rnof Mew); Exp C; FIJly Exp, 3) Unbellll'lced snow Ioada ha.... been conaidered for t1is design. 4) Thill truss has been designed for 2,00 Umes fiat rnof lead d 25.0 pst on overhangs non-ocncurrent with cOler Iillllloads. 5) This tN.. has been deslgnecl for a 10.0 psf bolIcm chord IMt load ncnccmcumml with any Dlher filii! lceds. 6) ThIs trul8 requhs plale Inapecllon per the Tooth Count Method when 1I\ia tMIs is chosen for quality assurance inspection 7) A plate I1lflng redden of 20% has been applied for !he green lumber members. B) This lru&a is deelOnecl in acconIance with 11\8 2003 Intamalional Buldinll Code secfon 2306, f and referenced slandard ANSllTPl-1 LOAD eASE(Sl Standard 1 [ EXPIRATION DATE: 06-30..()6 J June 10,2005 A "'-- ..........._ __JllaB OIJ nmr_JIIICLllDBD...nz.r.-.....a:,pMiB~..,.. __.... ~n...id tor",. onl\r _ M1etoonnect<n. Thio d..,;gn is based ~ upon __shown. andlolaranlndMdual buiIcmg ccmponent. . b1IIy 01 ~ __ and _inc:crporafion oIcomponentls_~oI buIk:tI """"",,"_ not_doo;g_.1lroc!ng shown Is _lUpporI oITndMduaJ_ member> only, Additbncl ~ blacing to........ stobily'1."" cCNlruc_ isfl1enoopol'llil>-.ty of 111. 1IMClor. AddItIonoI ~_ bracing otthe 0......,. nuctur. is fhenosponsi>1lllyollh. lK*lng designer. Fa-geneml guldana> regcwdIIlg tabllcalon. quoit\' conlroI. <1orage. deIIIeIy, _ and bRlc;ng, """"'. AHwJrIl ~CdMdo. DU." -1CSI1 llAIIng ~....." ~-... o....ilDblltfR>mTMI ~1a_IMlllulto. 5Il3 D~ DrNa. MaclIoon. W1.53119. 7777G_lIn. .. SlIutlXl Cilnl. Holgh!o, CA, 9SlI10 MiTek- Job GLC6 Truss T..... TYJlII COMMON C3 PRECISION ROOF TRUSSES. ClACKAr.wl.OR. 97015 8-0-12 8-0-12 ~ 2-5-4 12-11-'1 2-5-4 21'()'o 8-ll-12 5>811 Scola = 1:41,3 3 Ii 9 8 7 8 _11 100<10= 8M8=_ll 8-0-12 8-().12 1~ 2-6-4 12-11-4 2-5-4 21'()'o &.0-12 Plate 0Ifsets tx. Y)- 11-1-0-20-0-11 12'O-1--40-2.Q) 14:O-1--40-2.Q1 /6'0.0-140-5-91 18:0-8-40-2-01 19:Q-6.4 0-2.Q1 , , , , . , , , , LOADING (pst) SPACING 2-0-0 CSI DEFL in (loc) IIdell lid PLA1CS GR. TCLl 25.0 (Root Sn0w=25.0) PIal8a lnaease 115 TC 0.85 Vert(lL) -0.18 5-6 >11911 240 MT2Il 2201195 TCDL 70 lumbe.-Incr_ 1.15 Be 0,88 Verl(TL) -0.41 5-6 >llO4 180 Bell 0.0 Rep Stress Incr NO WB 0.95 Horz{TL) 0,08 5 n11l nIII BeDL 10.0 Code IBC2003lTPI2002 (Matrix) Weight 2971b LUMBER TOP CHORD 2 X S OF No.2 G BOT CHORD 2 X 10 DF 55 G WEBS 2 X 4 DF SId G "Excepf' 3-8 2 X 4 OF NO.1 &Btr-G BRACING TOP CHORD SlrucIural wood sheathing direc:lly applied or ~9 DC pullins, BOT CHORD Rigid ceiling dlreclyapplled or 10-4-0 DC bracing, REACTIONS (Ib18iz:e) 1 =599010-5-8, 5:>856010-5-8 Max Harz 1=71(1oad case 8) . Max UpUfl1"'-1058(load case 7), 5=-1527(\Dl1d caee 8) Max Gravl"7039(1oad caee 2), 5=9258(1of1d caee 3) FORCES (Ib) - Maximum COlJljJressionIMaximum Ten&ion TOP CHORD 1-2--1479912247,2-3--12043/1956,3-4--1207311983,4-5-14838/2354 BOT CHORD 1-9--2009113190, 8-9--2009/13190, 7-8--2060113112, 8-7-2050113112, 5-60:-2050113112 WEBS 2~0Qf4312, 3-8-1859/9985, ~72414097, 2-8-4235/831, 4-8~--4092J821 N01CS 1) Special connectlon l1Iqulrad 10 dllCrlbulB bollDm chord loads equally between all piles, 2) 2-ply truss 10 be eonnecliecl togeIher ~ 0, 131"X3" NIIIs _ foIkMos: Top chord, connected as foIows: 2 X 6 - 2 rows at ll-8-O DC. IlollOm chon:ts conneclecl 88 follows: 2 X 10 - 4 lOWS at Q-4.() DC Webs connectBd as lollows: 2 X 4 - 1 lOW at o-e-o DC. 3) AIl loads are consider1ld equally applied to all pliee, 8lQlpt If nol8d as front (F) or back (8) face In the LOAD CASE{S) section, Ply to Illy connections have blJ8fl ~ to dI&1Iibu1e only loads no\8d lIS (F) or (8), unless otherwise indicated. 4) Wind: ASCE 70418; 1 OOmph; h;25ft; TCDL....2paf; BCOL=6.Opsf; Catagory II; Exp C; anclosed; MWFRS interior zone; ca~ left end right expoeed ; j3nd vertical left and right exposed; Lumber DOL=l 331llate grip DOL=l.33 5) Tell: ASCE 7-98; Pf.=25.0 pst (IIat roof snaN); Elcp C; Fully Exp 6)-UnbaJaMedenow.IOlld'MII8 bean-ooneldered-for.thfs.deslgn, 7) This lrUB8 Ma been dealgned for a 10_0 psi bollom chord 1M! ioIId nonconcurrent with any other live Ioscts, 8) Thia truse requires plate inspection per the Tooth count Method when thi$truss is ohasen for quality assurance inspection 9) A pia" rating naducllon at 20% has been applied lor1he green lumber members, 10) This trullB r. designed In IICCOI1IIInce with the 2003 Inlem8tIonBl Buldlng Coda section 2306,1 and referenced &1andanl ANSlfTPI1 11) Gnlercan1es tie-In sptUl(S): 3S-O.Q from 8-0-12 to 21-0-0 12) SpedBl hanger(s) or other connection cIevlce(s) shal be prcwided suflicient to support conc:entra1ed load(8) 52381:1 down and 88711 up at 8-0-12 on boI1om chord The deslgnlSelectlan of such special connection device(s) is the responaibiity of others, ~9tindard ! EXPIRATION GATE: 0&30-06 ] June 10,2005 .& --. ~......- - _lID2U... !'JllllAIID.IIItU.1DED_Jlll:ll&Rl:lmtPAaBJml.Hft_OII&. Deoign>oold lor_only wIIh M1fetconnocla>. lIjodeoign is "-d only upon pooo_-" ond is ban indMduallluilding ccm~. ~..,o'~~":i'=='='':'==~:'''~=':~~=:f.:: erec1or. - ~I ~of1he_lnucluntisthe~afl""buik:ing deolgnw. FageMlQlguidonce~ing ~=""==i...,,=~~~~dJti.~5:'~=:~k~~c.H-._1I9_1lC$I1_gComp- 7777__l... _ _1Cl1 CIIrus H.ra...., C";95&10 MiTek- Job TRl88 TRI8llType COMr<<>>l GLC6 C3 PRECISION ROOF TRUSSES, ClACKAMAS.OR 97015 LOAD CASE(S) Sllmdard 1) Snow: Lumber In~1 111, P1ab!: Increaseo:1 15 Unifonn loads (pit) Vert 1-8=-20, 5-9=-734(F=-714), 1-3=-64. 3-6=-64 ConcentraliBd Loads Ob) Vert 9=-!750(F) R1ll&47351 A --".........~a...,__ ON_.urJ),IlIamU:D___.._.-.Nn__ Desvn WIld f<lr -Cl'lIy-' MTeIc conneclats. Thitdeoign " bwedanly upon -""""_ shown. and iI far an __ bw__g_n1. Cr:~:=~an.:..=~~':lf~~.:':=~:.~J..=~~= :'~~~~~~~~~"':~""b.~'iis~'::f:..""'~'*f~~- 5,aIeIv 1_ _blot 110m TDlS' Plalalnstltule. 583 D'OnoIlIo OlIve. Madison, WI 53719. 77T7G.....badtLono ._ SUIe 'lIll an. HlligIdo, CA, 958' MfTek- Truss Type COMMON .1-6-0 ,_ 8-0-0 8-0-0 18-0-0 _0 17_ 1_ Sc:IIo - 1:31 7 41<'4= 6 ~ 1 2113 II 2113 " 2113 II 211311 211311 2113 II 2113 II 16-0-0 16-0-0 Pill. 0IfseIs lXYl' 12:0-1-120-1-81 110:0-1-12.0-1-81 . . . LOADING (psi) SPACING 2-0-11 CSI DEFL in (1oe) lIdell Ud PLATES GRIP TeLL 25.0 Pla1Ils 11IDnllIlle 1 15 TC 0.22 Vert(lL) -0.02 11 n/r 120 MT20 2201195 (Roof Snow-25.0) Lumber Inat!aSe 1.15 Be 0.10 Veft(T1.). -0.03 11 nlr 90 TCDl 70 Rep Siren Incr VES we 0.05 Ho~) 0.00 10 rila nla BeLL 00 Ball 10.0 Code IBC2D031TP12002 (Matrix) Weight 71lb . LUMBER TOP CHORD 2 X 4 OF NO,1 &air G BOTCHORD 2X4 OF No.1&BtrG OTHERS 2 X 4 OF S1d G BRACING TOP CHORD Structural wood eheathing ci,-.cUy applied or 6-0-0 oc pullins. BOT CHORD Rigid oeling cireCUyappUed or 10-0-0 oc bracing, ftEACTIONS (1b1size) 2:215118-0-11, 1()o;215/18-O-<l, 15=154116-0-0.18=166118-0-0,17:177116-0-0,18=133/16-0-0, 14=166116-0-0, 13=177/16-0-0,12=133/16-0-0 Max HOIZ2=-125(load cue 8) Max Uplifl2-132(load cue 7), 10-.156(1oed caee 8), 16-63(108d caee 7), 17-104(1oad case 7). 18=-30(1oad case 7). 14=-81(loed caee 8), 13=-105(1oad C8ee 8), 12--29(\olld eue 8) Max Grav28314(1oact case 2), 10z314(1oad calliS), 1500154(1oad ce.ae 1l, 18-:!41(load cue 2), 17=248(load C88e 2). 18=179(IDIId calli 2). ,.....241(1oad ce.ae S), lS-248(1oad C88e 3), 12=179(1aad C88e 3) FORCES (Ib) - MaxbnLftl Compre88icm/Maximum Tension TOP CHORD 1-2=0173,2-3=-84158, 3-4=-56/88, 4-5~561121, 5-6=-81/149,6-7=-611139. 7-8"'-58183. 8-9~56134. 9-10=-S9121, 10-11=017 BOT CHORD 2-18=01112,17-18=01112, 18-17=Of112, 15-18=Of112, 14-15=0/112, 13-14=01112,12-13=Ofl12.10-12:0/112 WEBS 8-16=-113/0, 5-18~203l109, 4-f7~200/120, 3-18=-188/85. 7-14=-203/107. 8-13=-2001121,9-12=-186184 NOTES 1) Wind: ASCE 7-98; 1 OOmph; ""'25ft; TCDl=42pat; BCDl=8.0pef; Ca!oogory II; Elq) C; enclO$8d; MWFRS gable end zone; carrliellerleft I and right exposed ; end vertical left and right expoeed; Lumber DOl=133 pIatB grip OOl=1.33. 2) TnJ$S designed for wind loads in the plane of the truss only For stude 8Oq:10808d to wind (normal k> 1iIe laoe), see M1T ek "Standard Gable End Detar 3) TCLl: ASCE 7-88; Pf-25.0 p$f (ftat roof snoW); Exp C; Fully Exp. 4) Unbalanced snow loads hllVe been eoll8iclered forthls ~gn. 5) This lruss hu been d88igned for 2.00 tlmes1lat roor Io8d or 25.0 pst on overhangs IlOll-<XInCUrrent with olhor INe loads. 6) This Iruaa hu been dllllgned for a 10.0 par botlom chonIlive 108d nonconcwrent'Mth any other live loed$. 7) This tru!lll requiftl8 plate InspecOon par 1he Tooth Count M8lhod when this truss ilch088ll for quality a65ulllnoe Inspection 8) Gable requiAlC con1Iooous botlDm dlord bearing 9) Gablll studs spalBd at2~ oc, 10) A pIatIl rating reclucIion of 20% has been applied for the green lumber memben. 11) 1ljs truss Is designed in accordance with u.. 2003 IntemdoOilI Building Code seclion 2306, 1 and referenced s1ancIaJd ANSVTPI1 LOAD CASE(S) Standard r EXPIRATION DATE: 06-30-06 ) June 10,2005 A --. -.......,.....;.n..,. __JIIOnr& OI!f2BIIIAJ1lD~_JCD'I:IIEllIllB'__,u~___ Deoign Yakllcr "'" onI(v.tIIl MIele conneclcB.1h1s detV1 is based only upon """'........ &hown. ond Is lor on IndMdnol buIlIInQ <::cn'lp<lmInt. Appfcabllly or dooign PG,,"rn_ and P"'f'Wlnc"""",,1ian "'''''''''f'OIMl'is..~ "'~. __ noI_ ~.lracing shown is lor "'.....Isupporl of Inclviducl.....b ",.",.,.". only. Addlfionallempooary ~9 10......... _My ,,0-"'1Ion Is !he ....ponsNIIy 01 the erecta-. _ permo""" _g 01_......... sIIUcluno is !he ~Ofh lruiding deobw. grwuoalgui:j""",,~ Iabiocrfion, qually con!nll ,,-. deiYery, erection and braciIlg. CClI'lSUI All5l.mil QuaIIy ~ 1lSl-89..11d Bcsn 1Iu"", ~en1 S<IIeIy- _bIelR>m Trun Pbtelnoliu1e. 583I7On.-to DIivIt. McxfIlCft. WI WI'. 77T/Gree_Lone .. s..hlOll QIrus H...... CA, 9561 MiTek. j:ce r~nma 1:= PRECISION ROOF TRUSSES. CLACKAIMS,OR 97015 LGI GLCHOMES lMOT .. 2 Job Reference (oPIoRIIII 6.100. Sep 172004 M1Teklndulifries, Ine, R1~1 Fri Jun 10 08,18:04 2005 Page I 8-1).0 8-1).0 38 II 2 .jxl0 ~ &8-13 &8-13 Plate otrsets(X. Yl" [1'0-3-100-2-01 [3'0-3-100-2-01 14'0-6-70-0-81 15'0-4-10-HIJ 10.3-3 4-~5 18-1).0 8-1).0 Scali = 1:211.8 I~ 4x10 ~ 184-0 5-6-13 . . . . . . , ~G(psf) SPACING 2-0-0 CSI DEFL n (Joe) VdeII Ud PLATES <JRIP TCLL 25.0 PlBlDslncrease 115 TC 086 Verl(LL) -0.11 4-5 >999 24() MT20 2201195 (RDOf SnlWP26.0) Lumber Increase 1.15 BC 0,77 VerI(TL) -o,2G 4-5 >718 180 TCDL 70 Rep Slress Inor NO WS 0,33 Horz(TL} 0.06 3 nfa nfa BCLL DO BCOL 10,0 Code IBC2oo3ITP12002 (Matrix) Weight 1651b WIlBER TOP CHORD 2X4 OF No,1&BIrG BOTCHORD 2X8DF 55 G WEBS 2 X 4 OF No, 1&B1r G BRACING TOP CHORD BOT CHORD SlrucIural wood sheodhing direclly applied or 3-5-13 oc pullins, Rigid celing c:ireclIy applied or 1lJ.O.O DC blacing REAcnONS (Iblslze) 1 a620 110-5-8. 3=620110-5-8 Max HOIZ 1=66(1oad case 5} Max Uplill1=-1104(1oad case 7}. 3=-1104(load case II} Max Grav1=6298(1oad case 2). 3=6298(load case 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-973311 &911, 2-3=-9733/11198 BO:!" CHORD 1-5=-14ll81ll574, 4-5=-106716060, 3-4:-1481/8574 . WEBS 2-5=-90&<<4830. 2-4:.80914830 NOTES 1l 2-ply1ru1S 10 beconneclled 1DgeIherWlth 0,131"x3" Nafts as follows: Top chon:ls connlld8d as fallows: 2 X 4.. 1 row at 0-9-0 DC. BoIIDm chords c:onneclBd as follows: 2 X 8 - 2 _ at 0-7-0 DC, 'Nebs conneded as folaws, 2 X 4 - 1 row at 0-9-0 oC. J 2} All loads are considered equally applied 10 ail plies, e>ICepI if nolled as front (F) CI(' bac:k (8) face in the LOAD CASE(S) MCIon Ply 10 pi alftneolions have been provided 10 distribule only loads nuIed as (F) or (8), unlesa aIherwiee indicated. 3) WInd: ASCE 7-98; 1 OOmph; h=26ft; TCDl~.2psf; BCDL'"6.Opst, CategOry II; Elcp C; encloaed; MW'=RS Jntarlor zone; cantllewr left and right exposed ; end wrtic:aIleft and right expoeed: Lumber DOl=1 ,33 plats grip DOL"1 ,33 4) TelL: ASCE7-9ll; Pf.o25.0 pst(llatraofanow); Elcp,C: Fully E>cp. 5) Unbalanced snow IClIIda have been conaidllllld for this design. 6). This truss has been d88lgnecl for a 10.0 pst bottom chonIlille load nonconcurrent with any other live loads. 7) This trua.l8Cfuires plate Inspection per #Ie T.oolh Count Method when this truss is chosen for quality assurance .inspacliQl\ 8) A plats rating reduction of 20% has been applied for the green lurrmer members. 9) This Wuss Is designed in acoordance with the 2003 International Building Code eection 2306 1 and rtferenced atandard ANSvrPI1 10} GIrder carries tie-in span(s), 36-0-0 fmm ().().() tD 1lH)-O LOAD CASE(S) S1andard Continued on PlllIe 2 [ EXPIRATION DATE: ~3G-06 ) June 10,2005 S-. ""'iIir......._--JIOUIf01lDUB~lIIQ'.IIDKD~JIIiIOR.DCB_JDJ.Hn_-. . ..aid l<>r.... only wllh Wet <:omeclOll. lJj,deslgn is based only upon paRlmelers shown. and is lor an _""""I builcling component. A c:oblity or daslgn ~ andpmperlncorpal<llon of componeMls~ at buIcina desI~- not_~ner.llIacing.hown ill foor IaNmI..pport cllncfMd"'" web members only. Addlllonal ,__ bagng Ie ......sfablty dUrin!;I contlnlelian io lh& reopansIl)lIlV or Ill.. ef8CIcr. Addlllonalpermanenl bIacIng or the _I _Is IIIe ~ allhe 1>Wkf"'ll des9>er. ForIl'""'Rll~i:lo"""~ -... qually can..... ""'-. a..-y, _ and -!'9- canIUIl _vml QuallyCllloriQ, DliS-It_IICSIIIul\ding ...1 Sar.ty I_on ..-bIo from rM5 Plate InsfiIul". 583 !>"Onofrio llI1oIoe. _. WJ 53719. T177G__l.wIo ._ SuiIo t09 CIIru. HIlghtt. CA, _to MlTek- Job Truss TIUSS TJPIl GlC5 D2 COMMON PRECISION ROOF TRUSSES, CLACKAMAS.OR. 97015 LOAD CASE(8) Slandanl 1) Snow: Lwnber 1__115, Plate 11lCIllll&8=115 Unifonn Loads (p/f) Vert 1-3s=-734(F-714), 1-2=-64,2-3=-64 ..A _. v............_--JIOn8C111'nuS..-DIJitUIDI:D__PAGlu...Hn__ ~_""Icl ""_<riywftl1 fWlet.ocnrwcbs. lhisdoaign is _ """ upon para_shown. and io for an _ual buildOlg ~nL ~~bIitv 01 dosign pcIRII1MlleBand _ ;".,..".......1.... at ~n1 is respon,ibiIlIy 01 bU1dThg deslg__ nojirusadeslg_.llIacing shown ~~Z::::~~,'=~I.~~C::I=""~==~~"'b~~.l:~~~~~Q'1he '_lion. ctUality ~ IIoIoge. deWely, -.. andl:ln>cO>g, conut JUl5Vl1'Il c:tooaIIy~. _ 0"" ICSIll1ui1c1lo,g eompan_ SaIoIy_. oyo_r.om_PIoIe.-. 583 D'O_1lrtoe. _no WlS3719. 7777__...... ... -- CIha HolghlB, CA. _10 Mirek- rb ITAU ITRRT~ GLCII El COMMON PRECISION ROOF TRUSSES. CLACKAMAS,OR, 97015 ~I::=:'~ R1BW31 6,100 s Sep 17 2004 MiTek Induslries, Inc. Fri JLI110 08718:06 2005 Page 1 -1-6-0 1-6-0 ~ ~ 1140 ~ 4lo4 = .. 12-8-0 1-6-0 $l:ale-122,g ~ 11-0-0 11~O [~ . . . LOADING (pst) SPACING 2-0-0 CSI DEFL In (loe) IJdefI Ud PlAtES GRIP TCLL 25.0 PIaIM tncre.se 1 15 TC 0.22 Vert(LL) -0.03 7 nlr 120 MT20 2201195 (Roof~5,0) Lumber Increese 1.15 Be 0.09 Vert(Tl) -0.03 7 nlr 90 TeDl 70 Rep S1ress Incr YES WB 0.06 Horz(i1.) 0.00 6 n/a nla BCll 0.0 Code IBC20ll3lT'Pl2002 (Matrix) Weight: 44lb BeDl 10.0 Plate O<<sels OCYl' 12'0-1-120-1-81 [6'0-1-120-1-81 LUMBER TOPCHORD 2X4DFNo,1&B1rG BOT CHORD 2 X 4 DF No, 1&BIr G OTHERS 2 X 4 OF SId G BRACING TOP CHORD Bot CHORD SlrucIlJl'IIl wood shealhing direcly appliecl or 6-0-0 oc purlins Rigid ceDIng directly apphd or 10-0-0 oc bractng REACTIOHS (lbfsize) 2=247/11..0-0,6--247/11-0-0,9=94111-0-0,10=264111..0-0,8=264111-0-0 Max Horz2=-98(1oad case II) Max Upllft2=.l5e{load case 7), 6=-174(1oad case 8), 10=-107(load case 7). 6=-10ll(load case 8) Max Gra\f2c358(1oad case 2), 6=358(1oad case 3), 9=94(Ioad case 1). 10=366(108d case 2), 8=366(1oad case 3) FORCES (Ib) - UalCim um CompressionlMaxlmum Tension TOP CHORD 1-2-0173, 2-3--61l167. 3-400..681108, ~8I100, 5-6>>-88187, 6-7=0173 BOT CHORD 2-10-otll8, 9-10-olllB.lHloOl88, lHPO!ll8 WEBS 4-9--7510, 3-10--297/154, 5-8~297/153 NOTES 1) Wnd: ASCE 7_; 100/q'h; h=25ft; TCPl=4.2psf; BeDl=6.OpIsf; Category II; Exp C; enclCl8l!d; MWFRS gabJe end zone; canlilellerleft. and right exposed ; end wrticelleft and .right expo&ed; lumber DOl=1 ,33 plalll grip DOL=l.S:!, 2) TIUlIll designed for wind loads in the plane of1he trullS only For studs exposed ID wn:t (normallD 1he face), see MiTek "Standard Gab\'" End Detar L 3) TCLL: ASCE 7-98; Pf.c25.0 par (1181 roof snow); Exp C; Fully Exp. 4) Unbalanced sncw loads haw been considered for 1h1. design. 5) This truss has' been desillned for 2.00 limes flat roof load of 25.0 pst on <Mlmanlls IlOlHXlncummt lM1h other 1M! loads, 6) This 1111.. has been designed for. 10.0 pst botlom chord fiw load nonconcunent with any other lilIe loads. 7) This 1I1Iss requires plate inspectian per lhe Tooth Count MelhdcI when 1his lruss is chosen for quality assurance inspection 8) Gable requns continuous bolIDm chord bearing 9) Geble atuds spaced at 240 oc. 10) A pt- rati!lll .reducliOll d 2P% hill! .bet!n ,appJied fpr 1I1llgIVn I!Jmber l1le."be~ 11) This truss Ia designed In accordance wI1h lhe 2003 lnIllmIItion81 Buldfng Code aectlon 2306, 1 end referenced 81andard ANSVTPI 1 LOAD CASE{S) Standard { EXPIRATION DATE: 0&-30-06 ] June 10,2005 A _.lllorIIir......~-JlIlWJJIO'/!f!8ONDUllAN1J~_~r__,...7'3__ DetIgn WIld tor use only.1MIh ""'etOOlVleClt<ln.. 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(J)"O 0 0 ~c: :20. ~ 0 is Q. -CD ~jif C CD a 5' lCca ~ 5-0 ~ 0 ~a iif'i1i co 3 ~ oS !R::l ~ S- o :> Ill.... 32: 0" 0. ::Ice CD 9" (I) "0 ~ _0 0. o' 1ftii' !l/ a- 0. ~ () .. ~S 9- ::l 0"C1l ~ CD '"' ell Q '" 0 !'lQ" 3 !'l ~ cJ'QlIl:'~ '(I CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION .'21 E^ST 5TH STREET. PORT ^NOELES. W^ 98162 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning , , . Application valuation 05-00000686 Date 984836 912 JOSHUA ST T6-30-00-1-0-4600-0006- RES NEW SFR 8/31/05 RS9 RESDNTL SINGLE FAMILY 144700 Owner Contractor GLC HOMES INC. 121 TAYLOR CUTOFF SEQUIM (360) 683-8865 Other struct info G L C HOMES INC RD. 1975 SW 1ST SUITE H WA 98382 PORTLAND OR 97201 TOTAL % LOT COVERAGE NUMBER OF STORIES LOT SIZE TOTAL LOT COVERAGE NUMBER OF UNITS 25.90 1. 00 9004.00 2332,00 1. 00 '--\:'" "" -"., -----------~------------------------------------------------------------ permi t . . . . . Additional desc , Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL BEST/ 2332 SQ FT SFR. 58875 BEST ELECTRIC 143.20 8/31/05 2/27/06 \\, ' i Plan Check Fee Valuation .00 o 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 f" ---------------------------------------------------------------------------- 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 pJ~ior to backfill. All homes in new subdivisions that are outside of the Fire Department four-minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA). 08/11/2005 05:18 PM SROBERDS --- The proposal will result in a s.f. res in the RS-9 zone w/attached garage for total lot cov of 26%, No land use issues are noted, Please note that the correct subdivision is THE ESTATES AT MILWAUKEE, Electrical load calculations and elctrical permits are required. Connection fee $222.00 08/03/2005 08:45 AM GMCLAIN ---------------------------- Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. Construct driveway and Sidewalks to City Standards. )'" t ~ c.... ~:. ( \.'~ COMMJ::NTSI ACTION NEEDED ELECfRICAL PERMIT INSPECTION RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE COMMENTS NO GENERAL COMMENTS: PW-1l02.IS [4196] '6; "1.00 r "'.... CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ~21 EAST 5TH STREET. PORT ANGELES. WA 91U62 Application Number . . . . . 05-00000686 Application pin number 984836 Page Date 2 8/31/05 ---------------------------------------------------------------------------- Special Notes and Comments 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 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 CO~1Ml:NTSI ACTION NEEDED ELECfRICAL PERMIT INSPECTION RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE COMMENTS NO GENERAL COMMENTS: PW-II02.IS [4196] f~ORT"",-,: ,,4..0~f( i:;~~ ~-- ~~ CITY OF PORT ANGELES DEP ARTMENT OF COMMUNlTY DEVELOPMENT - BUILDING DNISION 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 05-00000686 Date 984836 912 JOSHUA ST 06-30-01-7-6-0060-0000- RES NEW SFR 1/09/06 RS9 RESDNTL SINGLE FAMILY 144700 Owner Contractor GLC HOMES INC. 121 TAYLOR CUTOFF SEQUIM (360) 683-8865 Other struct info G L C HOMES INC RD. 1975 SW 1ST SUITE H WA 98382 PORTLAND OR 97201 TOTAL % LOT COVERAGE NUMBER OF STORIES LOT SIZE TOTAL LOT COVERAGE NUMBER OF UNITS 25.90 1.00 9004.00 2332.00 1. 00 Permit FIRE SPRINKLER RESID Additional desc Permit pin number 68528 Permit Fee .00 Plan Check Fee .00 Issue Date 1/09/06 Valuation 0 Expiration Date 7/08/06 Special Notes and Comments Building address sign shall not be less than 6" & not more than 12" in height. Numbers colors must contrast with wall color they are mounted on. (Ord. 14.36.050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain location. No pressurized or pumping to curbs are allowed. An inspection by Building Department is required prior to backfill. All homes in new subdivisions that are outside of the Fire Department four-minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA). 08/11/2005 05:18 PM SROBERDS --- The proposal will result in a s.f. res in the RS-9 zone w/attached garage for total lot cov of 26%. No land use issues are noted. Please note that the correct subdivision is THE ESTATES AT MILWAUKEE. Electrical load calculations and elctrical permits are required. Connection fee $222.00 08/03/2005 08:45 AM GMCLAIN --------------------------__ Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. Construct driveway and Sidewalks to City Standards. No concrete with exposed aggregate allowed in the City road right of way. An inspection by Public Works Engineering is required prior to prouring concrete. ---------------------------------------------------------------------------- Other Fees RES UNDERGRND SERVICE FEE 222.00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. b Signature of Owner (if owner is builder) Date T:\Policies\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 ACCEPTED COMMENTS I YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE 1 DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE FINAL DATE ACCEPTED BY: BACK FLOW 1 WATER AIR SEAL WALLS CEILING I FRAMING JOISTS 1 GIRDERS SHEAR W ALUHOLD DOWNS WALLS 1 ROOF 1 CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING MECHANICAL HEAT PUMP 1 FURNACE 1 DUCTS GAS LINE WOOD STOVE 1 PELLET 1 CHIMNEY FINAL DATE ACCEPTED BY: COMMERCIAL HOOD 1 DUCTS MANUFACTURED HOMES FOOTING 1 SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT #'s SEPA: P ARKING/LIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R. W. 1 PWI CONSTRUCTION - R.W. ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\Policies\1102_15 building permit inspection record05.wpd [1/4/2005] ,:;~":,~~~~i1ti~~i;#~~,;~~~~..i.~~~~i@i~~~~~~&t~'~~4%Ajji~~_i'~i~:;.t~.~~h;t1b,\i!~~;;&.,,~,,~,):~,~,A_i;,.i;'~;'ik';:J;,f.~~~;;h,~:':i.hi"M&~~if~.~~(",;j.:",.",,0_L',,_~'~, "'"~",:,<i., ""l',",:'",f', "',"<~~" :f pORT ~ &-~O~~~ ~ ~-- ~~ CITY OF PORT ANGELES DEP ARTMENT OF COMMUNlTY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 05-00000686 Application pin number 984836 Page Date 2 1/09/06 ---------------------------------------------------------------------------- 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 .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1996.50 1996.50 .00 .00 Grand Total 1996.50 1996.50 .00 .00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, jf construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or jf 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\] ] 02_] 5 building permit inspection record05. wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS I YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE 1 DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE FINAL DATE ACCEPTED BY: BACK FLOW 1 WATER AIR SEAL WALLS CEILING I FRAMING JOISTS 1 GIRDERS SHEAR W ALLIHOLD DOWNS WALLS 1 ROOF 1 CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING I MECHANICAL HEAT PUMP 1 FURNACE 1 DUCTS GAS LINE WOOD STOVE 1 PELLET 1 CHIMNEY FINAL DATE ACCEPTED BY: COMMERCIAL HOOD 1 DUCTS MANUFACTURED HOMES FOOTING 1 SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT #'s SEPA: PARKINGILIGHTING ESA: LANDSCAPING SHORELINE: FINAL.INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W. 1 PWI CONSTRUCTION - R.W. ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\Policies\1102_15 building permit inspection record05.wpd [1/412005] BUILDING PERMIT - APPLICATION rUK UFF1ClAL USE ONLY: Date Rec.:US /~ Pemlit#: tJ!:}-~(, Date Approved: Date issued: Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review. If you have any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 Applicant 0' Agcnt V;V\.C<2-"'- + Be.. +t-3-er Phon" J bO - LfS2- -7S&-3 . Owner: GLL..HoVV\e.s Phone: Address: 12.l 'T ~/JtDvC,---I Q.ff-City: S CLCJ.lAl" VV\.. Zip: 983 8 ~ ArchitectlEngilleer: Phone: Contractor lNN.aiJA-T-€ D F' Il..~ State License #:/1"1"'0 1I1f;6' Ot..lFt.~ 8)~o c: Phone: <-Is 2- ")sl;3 Address: Pev f ,ll~ ''j~ I' 8/ I)/~ !!-8i1:€-L, P~vJ A'-j-l/e.j Zip: C;gS(; <- PROJECT ADDRESS: '11 .~ r- 0 ~ h. '-^- ~ G ZONING: LEGAL DESCRIPTION: Lot: CLALLAM COUNTY PARCEL NUMBER: Block: Subdivision: Credit Card Holder Name: Billing Address: Credit Card Type VISA TYPE OF WORK: o Residential 0 New C01l5tr. 0 Re-roof 0 Stove o Multi-family 0 Addition 0 Move 0 Garage o Commercial 0 Remodel 0 Demolition 0 Deck o Repair 0 Sign 0 Other BRIEF DESCRIPTION OF THE PROJECT: ~ ""l.. S":.J Q... , , City: Exp. Date: MC # SIZEN ALUATION: SF. @ $ /SF. = $ SF. @ $ /SF. = $ SF. @ $ /SF. = $ TOTAL VALUATION $ J=.~ve oS py~~kJ..e/" 2.5..so( 0 a .s '? s f.e 'VV) COMMERClAL/RESIDENTIAL: Occupancy Group: Occupant Load: & Proposed Sq. Ft. No. of Stories: _ Lot Size: Total lot coverage Existing Sq. Ft. C01l5truction Type: = TOTAL Sq. Pt. % PLANNING USE ONLY: APPRO V ALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ ESAlWetland(s): 0 Yes 0 No SEPA Checklist requITed? 0 Yes 0 No Other: VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE: IF a plan check fee is due it mustbesubmitted at the time the building permit application and construction pla1l5 are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: lfno permit is issued 'within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section R1 05.3.2 of the International Building/Residential Code, 2003). No application can be e>>..1:ended more than once. I hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to dete ine what permits are required ,not the City's, and that I must obtain such permits prior to work. 13 Date: 12, )lsJO.r , { Applicant: T:\Policies\BL-l102_13.wpd CXo . OJ 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: 912 Joshua """-'" ~ % "-- Installer: Innovated Fire Sprinkler Installer Telephone: 452-7583 =-z<<<<<<_____~""" " ~ ----""". Type of System: Open 130 13RO 13 D cgJ ~ ,~ " m.._ Date: 1.9.2006 PAFD Permit #: 06-01 We have checked this plan and find that it conforms to the requirements of the code. A pressure reducing valve is required for this system at the toilet tie-in. Additional Comments: All systems, including underground mains, shall be installed by a state licensed and certified company. Systems shall be installed per the applicable NFP A Standard. All electrical components shall be compatible with the fire alarm system. All underground piping must be inspected and hydrostatically tested by the Port Angeles Fire Department PRIOR to being covered. A design sprinkler flow test and alarm test are required for all 13D 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. f{J o o Contractor Reviewed by: ~ Q (d.. ~ Date: \ . <1.. ZOO(O Building Department Fire Department Fire Sprinkler System Plan Innovated Fire Sprinkler Systems 81 New Haven Lane Port Angeles, WA., 98362 (360) 452-7583 December 15, 2005 For: GLC Homes Location: 912 Joshua Port Angeles, WA., 98363 Contractor: GLC Homes 121 Taylor Cut Off Rd Sequim, WA 98382 12. 13. 14. 1'5. Cn n,. 13 D HYDRAULIC CALCULATION~ Worksheet For I" CPVC Pipe Two heads require 26 gpm flow at designed pressure. One head requires 18 gpm flow at designed pressure. [+ 1. 2. 3. 4. 5. ... - '{."? ,~~ "". ~~ <:.~ -! . .. "-" <'<1io" S(KIl\\r.\l' \'" '" Pipe size = [1" J CPVC (friction loss .1067). l/" '''r''''/lhJ>~';sJr'O'.') . . -}./I/t-/---<-.vf /7./) d'S Water pressure at street (2) = 100 psi. ?/~I/L'-~ Meter frictian Joss (3) = g' psi (see Table 4-4.3d NFPA 13[ (2) /0 d minus (3) '1 (4) =9 I psi remainin Lass fram street main to. cantrol valve - 120 feet X I .1067 I = .l~, 80 feet (see frictian loss chart). (4) q J minus (5)1 Z, 56 (6) 78.2_0 Elevation loss (building & street) - 12.. feet X .434 = (6) I A. 2..0 minus (7) ,S-- 2..1 7 ~ ,,09 T atal length of pipe fram control valve to the farthest sprinkler = X I .10671 = 3" 2-0 psi. (8) 72-. 99 minus (9) 3. .2 Q - <; 7, 7 Cj psi remainin~ Equivalent length for valves and fittings (meter to farthest sprinkler head): Type Number Equivalent 1 " T run S X m = 1 " T Branch 2. X W = 1" 90 Elbo.w 3 X CTI = 1" Caupling I X 0 = 1 " 45 Elbaw () X m = 1 " Gate Valve . I X CD = - (11) Total Feet :: 9 6. 7. 8. 9. psi remaining c 2- ~ J I psi psi remaininc 30 fe~ 10. 11 . S t() 2J ) o f . .. f~ ~ ~ teeY;~~'" tl~(lj3.~ 3/2t/C:.~ Loss in fittings (11) 3'e feet X 1.10671 = L,'/.OS psi. (10) c; c; I' 7c; minus (12) L/. 0 S _ h s: c q psi remaining. PSI remaining (13) b J: .:? '7 minus ~? '-I (Joss in riser) parts = b / ' 9 c;. (14) G. I, ~ LJ 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 L c.. CI.L F=- GPM & pressure 1 st head 16~ GPM & pressure 2nd head :::> 3/4" water meter ye. or no) SP R.} NKLE.R MANli="OLD ~ PV C~? . To .._.H.EAD5 . . I~ ~~_T ee.__ .____. I. 0... _9:-AV.G- E:.- . _. - . ~K ~ DR-A"N_ RTE.5T.:VALV . .CPLVMBEDTO. OVrS/D~J .e..e- JE. . .J~.L,o.W_hS Y/ LTC H. .... -OI="F --- -~- -- V.E.___.__._ - . --.-.--.------....-_____..___._.._____._ '._. ____.h_._.__.. __. _ .______.__._ . . ~tQ.N...... -------- -. .1 nl - - ... ---.-----.---.--..--. ... . n_ u. 00 -.... ----. . . '.e--- ~ / -. ~ ~: '-'. . - . - . ".. u.. . . _ '. _ i}(:. d ~ ~ p r - . u -c: ~ ~. __.. _. - ...----..- ~ III P \.Pc.. . -'-- ___H_ -. ----.-- ---. __. __' _ ______ --..---________.h .____ __ __ . .__ ._. . . _ _. __ . . . . _.___ ___ SIG./V~ DB Y.:_ .'_ :. ---.-.. .-----.--..----------------- '---'-.'" . . --..-.- -- - -. -- - ... -. . -. - - -. -..- ~ f\lO V ATE D F \ R E. S.r> R\ \\\ K L E RS .. F ~OJV\ . "'-'l "::;' T-" C ';') . . _ _ It.....' ~ '. _-,~ . . tqea / Fire & Building / Products Direct Sales (Central): Tel: (800) 523-65121 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 (60,5) K-factor that provides the re- quired residential flow rates at reduced pressures, enabling smaller pipe sizes and water supply requirements. The Series LFII (TY2596) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial tires 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 Pro- tective Cap can also be used to mark the center of the ceiling hole into pIas- ter board, ceiling tiles, etc. by gently pushing the ceiling product against the Protective Cap. When the ceiling in- stallation is complete the Protective Cap is removed and the Cover Plate Assembly installed. WARNINGS The Series LFII (TY2596) Residential Concealed Pendent Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- b/e standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Fai/ure to do so may impair the integrity of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. Sprinkler/Model Identification Number SIN TY2596 Technical Data Approvals: UL and C-Ullisted. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.2 GPM/psil12 (60,5 lPMlbar1l2) Temperature Rating: 160oF1710C Sprinkler with 1350F/570C Cover Plate JULY, 2002 - ~ Vertical Adjustment: 1/4 inch (6,4 mm) Finishes: Cover Plate: Flat White, Bright White, Chrome, or Custom Physical Characteristics: Body. . . . . . . . . . . . Cap. . . . . . . . . . . . . Saddle . . . . . . . . . . . Sealing Assembly . . . . . . . . . " Beryllium Nickel w/ 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 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 Listed for installation in ac- cordance with the following criteria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturers recommendations that may be accept- able to the Authority Having Jurisdic- tion. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 130 or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as speci- fied in NFPA 130 or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the the four most hydraulically de- manding sprinklers. The minimum re- quired discharge from each of the four sprinklers is to be the greater of the following: · The flow rates given in Table A for NFPA 130 and 13R as a function of temperature rating and the maxi- mum allowable coverage area. · A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in TFP440 y Minimum Flow (b) and Minimum Flow (b) and Maximum Maximum Residual Pressure Residual Pressure Coverage Spacing For Horizontal Ceiling For Sloped Ceiling Area (a) Ft. (Max. 2 Inch Rise (Max. 8 Inch Rise Ft. x Ft. (m) for 12 Inch Run) for 12 Inch Run) (m x m) 160oFn1OC 160oFmoC 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) '~ 1Ox1l> J 16 16 GPM (60,6 LPM) 18 GPM (68,1 LPM) (4,9 x 4,9) (4,9) 14.5 psi (1,00 bar) 18.4 psi (1,27 bar) ~ffi y1R7 18 20 GPM (75,7 LPM) N1A ..... (5,5 x 5,5) (5,5) 22.7 psi (1,57 bar) 2Ox20 20 24 GPM (90,8 LPM) N/A (6,1 x 6,1) (6,1) 32.7 psi (2,25 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed relative to the ceiling mounting surface as shown in Figure 3. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). Installation The Series LFII (TY2596) must be in- stalled in accordance with the follow- ing instructions: NOTES Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler by the frame arms only (i.e., do not apply pressure to the fusible link Assembly). A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft.ibs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft.lbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or 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 Sprinkler/Sup- port Cup Assembly into the fitting. The W-Type 18 Wrench will accept a 1/2 inch ratchet drive. Step 4. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Protec- tive Cap helps prevent damage to the Deflector and Arms during ceiling in- stallation andlor during application of . TFP440 Page 3 of 4 s CAP SEALING ASSEMBLY WRENCH RECESS BODY (1/2" NPT) SADDLE SPRINKLER WRENCHING AREA D SUPPORT CUP WITH ROLL FORMED THREADS COMPRESSION SCREW PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA LEVER FIGURE 2 W-TYPE 18 SPRINKLER WRENCH GUIDE ARM GUIDE ARM FRAME I I I I I I I ,J ~-.J I, L.......,r.r----"""'--.....r"'o.-.........,......... SOLDER LINK ElEMENT SPRINKLER/SUPPORT CUP ASSEMBLY DEFlECTOR (OPERATED POSITION) DEFLECTOR THREAD INTO SUPPORT CUP UNTIL MOUNTING SURFACE IS FLUSH WITH CEILING o o RETAINER WITH THREAD DIMPLES EJECTION SPRING SOLDER TABS (3) COVER PLATE/RETAINER ASSEMBLY FIGURE 1 SERIES LFI/ (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER COVER PLATE I--- 2-1/2" DIA. I \ (63.5 mm) 1/2" NPT FACE OF SPRINKLER FITTING SPRINKLER- SUPPORT CUP ASSEMBLY 1-718"1:1/8" (47,6 mm 1:3.2 mm) COVER PLATE RETAINER OPERATED SPRINKLER COVER- SPRINKLER- RETAINER SUPPORT CUP ASSEMBLY ASSEMBLY 3-1/4" DIA. (82.6 mm) =r t MOUNTING 3116" J SURFACE (4,8 mm) ~ ~ 718" (22,2 mm) 1-118" (28.6 mm) 1 TIP DEFLECTOR IN OPERATED POSITION FIGURE 3 SERIES LF/I (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER INSTALLA T/ON DIMENSIONS / PROTECTIVE CAP / ACT/VA TED DEFLECTOR ~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 LFIJ (TY2596) must be maintained and serviced in accord- ance with the following instructions: NOTES Absence of an Escutcheon Plate may delay the sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be shipped or stored where the tempera- ture will exceed 100oF/380C and they must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified or over heated sprin- klers must be replaced. Care must be exercised to avoid dam- age - before, during, and after instal- lation. Sprinklers damaged by drop- ping, striking, wrench twisVslippage, or the like, must be replaced. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. NOTE The owner must assure that the sprin- klers are not used for hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. TFP440 G IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRA:;~fS MADE IN LIEU OF ANY A L OTHER WARRANTIES EXPRESS OR IMPLIED. INCLUDING WARR~%r:'fS OF MERCHANTABILITY A~ ,ill T- NESS FOR A PARTICULA '11- ~ Ordering Procedure When placing an order, indicate the full product name. Contact your local dis- tributor tor 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 Concealed Pen- dent Sprinkler, PIN (specify). Chrome. . " . . . .. . . . . .. . .. PIN 56-122-9-135 Bright White. . ..... . .. .. . .. PIN 56-122-4-135 Rat White. .. ....... .... .. PIN 56-122-5-135 Custom. . . . . . .. .. '" . .. .. PIN 56-122-X-135 Sprinkler Wrench: Specify: W-Type 18 Sprinkler Wrench, PIN 56-000-1-265. TYCO FIRE PROOVCTS, 451 North Cannon Avenue,lansdale, Pennsylvania 19446 I .1 @ ~POITER BELLS PBA-AC & PBD-DC ~otter Electric Signal Company !081 Craig Rd./P.O. Box 28480 it. Louis, MO 63146 314)878-4321/ (800) 325-3936 <'::.<",;.3~!!}IJ'~*~~J.> , .' ...... ~~'fHI~ ..............:.... .::' .': ~P.;~.:~:~:.t:lii}i~$1::f;:W (' '. ,', ::.~: ;.,' .~~~ '(~~Y:' . :~:&ff{~.~:~~.~,:L!~ ~h':.~.' ::. :.;; '.i~'- .,: .'" ......- ,'. ~':'J~~......~'i\~;..~...,4,,~ ...... '.' :.,.. .. .. Potter Electric Signal & Mfg. L TO 1967 Leslie Street Don Mills, Ontario, Canada M382M3 (416) 441-1833 UL LISTED, FM APPROVED Sizes Available: (0 8", and 10" Voltages Available: ~ 20VA 12VDC (102 to 15.6) Polarized 24VOC (20.4 fo 31.2) Polarized ,". ". Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or Outdoor Use (See Note 1) -400 to 1 500F (outdoor use require weatherproof backbox) Termination: 4 No_ 18 AWG stranded wires "..: ...:..". 6" BELL SHOWN Finish: Red powder coating Optional: Model BBK-l weatherproof backbox lese vibrating type bells are designed for use as fire. burglar, or general signaling devices_ They have low power msumption and high decibel ratings_ The unit mounts on a standard 4" square electrical box for indoor use, or on a model 3K-1 weatherproof backbox for outdoor applications. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE VOLTAGE MODEL NO. STOCK NO. CUAAEI-IT (MAX) TYPICAL dB MINIMUM dB C 10 FT. C 10 FT. 6 12VOC PBDI26 1706012 _12A 85 75 8 12VOC P8D128 1708012 .12A 90 75 10 12vOC PBD1210 1710012 .12A 92 75 6 24VDC P8D246 1706024 .06A 87 75 8 24VOC PB0248 170802<1 .06A 91 79 10 2<1VOC P802<1lO 171002<1 .06A 9<1 79 6 24VAC PeA2<16 180602<1 .17A 91 75 8 2<1VAC PBA248 180802-4 .17A 9<1 75 - 10 2<1VAC PeA2410 181002<1 .17A 9<1 75 6 120V AC P8A 1206 1806120 .OSA 112 82 8 120V AC PeA 1208 1808120 .OSA 119 82 10 1 2QV AC P8A12Ql0 1810120 .OSA 99 8'. .. ~athe(p(oof backbox model BBK-1 Stk. No. 1500001. e$: "-AinOmum de '''I'''9S "18 C..lculale<l (,om ....,eg<..,ed sound p'essure me..Sv<emeols made.l Unde<w,i(efS L.t>o<.lo<ies.s $(>eCIf...d., Ul S'ond..'d ~&-c. UL tempe(~(vre (.a0ge IS -3(J" 10 150'"'(" rypic... "6 "'''''9< ale C..lcuf..,,,,,, 'Iom me"su<e~s made WIth a c.onvenliQo.,l sound level melel and .Ie indocalove of 0Ulpu( level. in .n actual ios.......'oon 'NTEO IN USA MKT. -aaSOool- REV K MFG. -5-400176 - 419<1 PAGE 10F2 ~POITER ~otter Electric Signal Company 2081 Craig Road. P.O. Box 28480 :>t. Louis, MO 63146-4161 :314) 878-4321. (800) 325-3936 o VSR-SF VANE TYPE W A TERFLOW FOR SMALL PIPE ALARM SWITCH WITH RETARD Potter Electric Signal & Mfg. LTD 1967 Leslie Street Don Mills, Ontario, Canada M3B2M3 (416) 441-1833 " iTK. NO. 1113000 J.S. PAT. NO. 3921989, CANADIAN PAT_ NO. 1009680 )THER PATENTS PENDING. UL. ULC, CSFM USTED and NYMEA ACCEPTED Service Pressure: Up to 250 PSI Minimum Row Rate for Alarm: 10 GPM Maximum Surge: 18 FPS Enclosure: Oie<as{. red enamel finish Cover held In place with tamper resistant screws Contact Ratings: 2 sets of SPOT (Form C) 15.0 Amps at 12512SO VAC 2_0 Amps at 0-30 VOC Conduit Entrances: 2 knockouts provided for 112. conduit Usage: Usted Plastic, Copper and Schedule 40 Iron Pipe Fits pipe sizes - 1"" 1 1/4"" and 1 112. Note: 8 paddles are furnished with eadl unit, one for each pipe size of threaded or sweat TEE. one for 1" CPVC, and one for 1 112. poIybutylene (CTS-COpper tubing size) Envlronmentat SpectflcaUons: Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. NEMA 4 Rated Endosure -use with appropriate conduit fitting. Temperature Range: 40. Fll20. F (4.5" Cl490 C) Caution: This device is not intended for applications in explosive environments Service Use: Automatic Sprinkler One or two family dwelling Residentiar"occupancy up to four stories National Fire Alarm Code NFPA-13 NFPA-13D NFPA-13R NFPA-72 Optional: Cover Tamper SWitdl, ortler Stk.. No. 0090018 'he Model VSR-SF is a vane type waterflow switch for use on wet .prinkler systems that use 1", 1 1/4., or 1 112' pipe size. The unit 1ay also be used as a sectional waterflow detector on large ystems. 'he unit contains two single pole double throw snap action witches and an adjustable, instantly recyding pneumatic retard, ne switches are actuated when a flow of 10 gallons per minute or 10re OCCUrs downstream of the device. The flow condition must xis( for a period of time necessary to overcome the selected retard ~riod. '-1ST At..LA TION: These devices may be mounted in horizontal or ertical pipe. On horizontal pipe they should be installed on the top ide of the pipe where they will be accessible. The units should not ~ installed within 6" of a valve, drain or fitting which changes the irection 01 the waterflow. The unit has a 1" NPT bushing for lfeading into 8 noo~rrosive TEE. See Fig. 2 for proper TEE ize, type and installation. ;crew the device into the TEE fitting as shown in Fig. 2. Care must ~ ta/(en to properly orient the device for the direction of waterflow. The vane must not rub the inside 01 the TEE or bind in any way. The stem should move freely when operated by hand. The device can also be used in copper or plastic pipe installations with the proper adapters so that Ihe specified TEE fitting may be installed on the pipe run, INSPECTION AND TESTING: Ched< the operation of the unit by opening the inspector' test valve at the end of the sprinkler tine or the drain and test connection, if an inspector's test valve is not provided, If there are no provisions for testing the operation of the flow . detection device 00 the system, application of the VSR-SF is not recommended or advisable The frequency of the inSpection 800 lesting and its associated protective monitoring system should be in accordance with Ihe applicable NFPA Codes and Standards and/or authority having jurisdiction (manufacturer recommends quarterly or more frequently). PAGE 1 OF 2 'AfNTED IN USA MKT. .8800003 - REV J MFG. .~OO802 - 61'95