HomeMy WebLinkAbout908 Joshua St - Engineering
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CITY OF PORT ANGELES
DEP ARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Application Number
Application pin number
Property Address
ASSESSOR PARCEL NUMBER:
Application type description
Subdivision Name
Property Use
Property Zoning . . .
Application valuation
05-00000685 Date
900310
908 JOSHUA ST
T6-30-00-1-0-4600-0005-
RES NEW SFR
RS9 RESDNTL SINGLE FAMILY
143650
Owner
Contractor
GLC HOMES INC.
121 TAYLOR CUTOFF RD
SEQUIM
(360) 683-8865
Other struct info
G L C HOMES INC
1975 SW 1ST SUITE H
WA 98382 PORTLAND
TOTAL % LOT COVERAGE
NUMBER OF STORIES
LOT SIZE
TOTAL LOT COVERAGE
NUMBER OF UNITS
8/16/05
OR 97201
26.60
1. 00
9004.00
2400.00
1. 00
Permit . . . . .
Additional desc .
Permit pin number
Permit Fee
Issue Date
Expiration Date
BUILDING PERMIT -RESIDENTIAL
-------------------.---------------------------------------------------------
57828
1263.65
8/16/05
2/12/06
Plan Check Fee
Valuation
Qty
unit: Charge Per
44.00
BASE FEE
5.6000 THOU BL-100,001-500K (5.60 PER K)
------------------.----------------------------------------------------------
Permit ELECTRICAL NEW RESIDENTIAL
Additional desc
Permit pin number 57851
Permit Fee 36.40 Plan Check Fee
Issue Date 8/16/05 Valuation
Expiration Date 2/12/06
Qty
1. 00
unit Charge Per
36.4000 EC EL-LOW VOLTAGE
505.46
143650
Extension
1017.25
246.40
Permit . . . . .
Additional desc .
Permit pin number
Permit Fee
Issue Date
Expiration Date
MECHANICAL PERMIT
----------------------------------------------------------------------------
Extension
36.40
57836
90.70 Plan Check Fee
8/16/05 Valuation
2/12/06
Qty Unit Charge Per
1. 00
4.00
14.7000 ECH
7.2500 ECH
BASE FEE
ME- INSTALL 100- FAU
ME-VENT FAN
Extension
47.00
14.70
29.00
Permit . . . . .
Additional desc .
Permit pin number
Permit Fee
PLUMBING PERMIT
----------------------------------------------------------------------------
57844
132.00
Plan Check Fee . .
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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 ill be complied with whether specified herein or not. The granting of a permit does not
presume t . e authority to violate or cancel t e pr visions of any state or local law regulating construction or the performance of
.Wo-n:'
---.-
Signature of Contractor or Authorized Agent
Signature of Owner (if owner is builder)
T:IpoliciesllI02_15 building permit inspection record05.wpd [114/2005]
Date
BUILDING PERMIT INSPECTION RECORD
CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS.
CALL 417-4807 FOR PUBLIC WORKS UTILITIES
PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE
INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE.
INSPECTION TYPE DATE ACCEPTED COMMENTS
YES NO
FOUNDATION:
FOOTINGS
WALLS
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 I I
FRAMING
JOISTS 1 GIRDERS I
SHEAR WALL/HOLD DOWN . it
WALLS 1 ROOF 1 CEILING ... · J.
DRYWALL (INTERIORBRAC~ PA ~ ONLY)
T-BAR
INSULATION
SLAB
WALL 1 FLOOR 1 CEILING
MECHANICAL
HEAT PUMWI FURNACE 1 DUCTS
GAS LINE
WOOD STOVE 1 PELLET 1 CHIMNEY
COMMERCIAL HOOD 1 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 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:\Policieslll02_15 building pennit inspection record05.wpd [1/4/2005]
Of'PORT~G'
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CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Application Number
Application pin number
Issue Date
Expiration Date
05-00000685
900310
8/16/05 Valuation
2/12/06
Page
Date
2
8/16/05
o
Qty Unit Charge Per
BASE FEE
8.00 7.0000 ECH PL- EA. FIXTURE ON ONE TRAP
1. 00 7.0000 ECH PL- EA. INSTALL WATER PIPE
1. 00 15.0000 ECH PL- EA. BLDG SEWER
1. 00 7.0000 ECH PL- EA. WATER HEATER
Extension
47.00
56.00
7.00
15.00
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 05:16 PM SROBERDS -- The proposal will result
in the construction of a s.f. res in the RS-9 for total lot
coverage of 27%. No land use issues are noted. Please note
that the legal is incorrect - the subdivision is THE
ESTATES AT MILWAUKEE.
Electrical load calculations and elctrical permits are
required.
connection fee $222.00
08/03/2005 08:44 AM GMCLAIN ----------------------------
Sanitary sewer connection inspection is required by
Public Works prior to back fill of ditch.
Construct driveway and Sidewalks to City Standards.
No concrete with exposed aggregate allowed in the City
road right of way. An inspection by Public Works
Engineering is required prior to prouring concrete.
----------------------------------------------------------------------------
Other Fees
SEWER SYSTEM DELV CHARGE
STATE SURCHARGE
PW WATER SYSTEM USE FEE
745.00
4.50
1025.00
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 1522.75 1522.75 .00 .00
Plan Check Total 505.46 505.46 .00 .00
Other Fee Total 1774.50 1774.50 .00 .00
Grand Total 3802.71 3802.71 .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.
Date
Signature of Contractor or Authorized Agent
Date
Signature of Owner (if owner is builder)
T:\Policies\1102_15 building permit inspection record05.wpd [114/2005]
BUILDING PERMIT INSPECTION RECORD
o 0-- &:, qS
CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS.
CALL 417-4807 FOR PUBLIC WORKS UTILITIES
PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE
INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE.
INSPECTION TYPE DATE ACCEPTED COMMENTS
YES NO
FOUNDATION: dO' Cv-Uvu-d O~
FOOTINGS ~t"Jri)7o, JL-L.
WALLS q ~ Q .tflj-' _\ Ll.--
FOUNDATION DRAINAGE 1 DOWN SPOUTS CI _e:? oS . \ iJ
PIERS
POST HOLES (POLE BLDGS.)
PLUMBING
UNDER FLOOR 1 SLAB j''d-jG!C .--- f) /' L:' . /-i
ROUGH-IN ..J 1. Y t ( ,
. -::' >, /1.Lel; <'-;1''-- c~. .J-~
WATER LINE (METER TO BLDG) ~ ...!i?-oS t H.~ FuvJ,uj - tt.jt/r!6 ~
GAS LINE
BACK FLOW 1 WATER
AIR SEAL
WALLS /~/t../ C~, ,n '--,
CEILING I
FRAMING
JOISTS 1 GIRDERS i
SHEAR WALL/HOLD DOWNS I~ I 'JJI, J 0 ( -rL L-
WALLS 1 ROOF 1 CEILING J~j elF: ']1.(
DRYWALL (INTERIOR BRACED PANEL ONL Y)
T-BAR
INSULATION
SLAB >
WALL! FLOOR 1 CEILING J;)-/Iolo.r I\:f~
MECHANICAL
HEAT PUNWI FURNACE 1 DUCTS
GAS LINE I~ It'??' .rze
WOOD STOVE 1 PELLET 1 CHIMNEY
COMMERCIAL HOOD / DUCTS
MANUFACTURED HOMES
FOOTING 1 SLAB
BLOCKING & HOLD DOWNS
SKIRTING
PLANNING DEPT. SEPARATE PERMIT #'s SEPA:
P ARKINGILIGHTING ESA:
LANDSCAPING SHORELINE:
FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE
RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED
YES NO
ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL
LIGHT DEPT
CONSTRUCTION R.W.I PWI CONSTRUCTION - R.W.
ENGINEERING 417-4807 PW 1 ENGINEERING
FIRE 417-4653 FIRE DEPT.
PLANNING DEPT. 417-4750 f' J ~ PLANNING DEPT.
BUILDING 417-4815 14-//;,111/_ p~ BUILDING
T:IPoliciesl] ]02_]5 buiJdingpenni/ mspec/lOn record05.wpd [1I4/2005J
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BUILDING PERMIT - APPLICATION ?
WWW.citYOfPa.us/~!.
Print out form and fill out COMPLETELY in INK. Your application and ,ite!
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/~6Io'<
Permit #: (f b - b0
Date Approved:
Date Issued:
Applicant or Agent: GLC Homes Inc
Owner: GLC Homes Inc
Phone: 360-683-8865
Phone: 503-227-0207
Address: 121 Taylor Cutoff Rd City: Sequim, WA Zip: 98382
Architect/Engineer: Larry Smith (GLC Homes Portland office) Phone: 503-227-0207
Contractor GLC Homes Inc State License #: GLCHOI"972KE Exp: 12/15/06 Phone: 360-683-8865
Address: 121 Taylor Cutoff Rd City: Sequim. WA Zip: 98382
PROJECT ADDRESS: q De> Joshua ZONING: RS-9
LEGAL DESCRIPTION: Lot:
CLALLAM COUNTY PARCEL NUMBER:
5
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:
~ Residential ~ New Constr. 0 Re-roof 0 Stove 1.673 SF. @ $ 75.00 /SF. = $ 125,475.00
o Multi-family 0 Addition 0 Move 0 Garage 727 SF. @ $ 25.00 /SF. = $ 18.175.00
o Commercial 0 Remodel 0 Demolition 0 Deck SF. @ $ 2H~) /SF. = $
o Repair 0 Sign 0 Other TOTAL VALUATION $ lL\-~,&6'O
BRIEF DESCRIPTION OF THE PROJECT: tsUIIO new single familY resloence ana anacnea garage.
COMMERCIAL/RESIDENTIAL: Occupancy Group: R-3
No_ of Stories: 1 Lot Size: 9004 Existing Sq. Ft_
- Total lot coverage '2 b . C;.S-
Occupant Load:
Construction Type: V
& Proposed Sq_ Ft_ ;;2HM~ = TOTAL Sq. Ft. '21 fJ.eJ
%
APPROV ALS:
PLAN:
BLDG:
DPWU:
FIRE:
OTHER:_
PLANNING USE ONLY:
ESA/Wetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other:
BUILDING PERMIT APPLICATION SUBMITTAL: The Building Division can provide you with information on the application and
plan submittal requirements if you have questions.
V ALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant_ This figure will be reviewed
and may be revised ivision to with current fee schedules. Contact the Permit Coordinator at 41 7-4815 for assistance.
PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are
submitted_ All other permit fees are due at the time of permit issuance.
EXPIRA TION OF PLAN REVIEW: If no permit is issued within 180 days of the date of application, the application will expire. The
Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section Rl 05.3.2
of the International Building/Residential Code, 2003). No application can be extended more than once_
"
www.cityofpa.us
ApplJcant:
Z-7-()'\
Prescriptive Approach - Simple Form
For the Washington State Energy Code (2003 Edition)
Climate Zone 1
Site Information
Building Department Use Only
Lot:
:::I\s--
. Permit#:
Phone 2:
Address: J06h0A.. bt~
City: ~~..\ ~~l~",
State: .~ Zip: CC~'3""-~
contact:~~'tV~~~
Phone: ~~t;.C.- 4b/-022....3
Notes:
Fax:
(Unlimited G azmg tlOn ny
Glazing Glazing V-Factor Door9 Wall Wall Wall Slab4
Option Arealo U- Ceiling1 Vaulted Above Int4 Ext4 Floors On
% of Floor V erti cal Overhead II factor Ceiling3 Grade Below Below Grade
Grade Grade
ill Unlimited
Group R-3 0.40 0.58 0.20 R-38 R-30 R-2l R-21 R-10 R-30 R-IO
Occupancy
Only
Table 6-1
PRESCRIPTIVE REQUIREMENTS 0,1 FOR GROUP R OCCUPANCY
CLIMATE ZONE 1
l' O' 01)
See the code text for footnote references
This project complies with the following:
../ The project is a single family residence or duplex.
../ The project is wood frame OR all of the insulation is interior or exterior of the framing.
../ All building components meet the requirements listed in Table 6-1, Option III.
../ The project will meet all other provisions of the WSEC and VIAQ.
The project will take advantage of the following exceptions to the prescriptive option:
o 602.6 Exception 1. One door, that is 24 ft.2 or less, that does not meet the standards is allowed.
Location of the door taking this exception
o 602.6 Exception 2. Doors with a U-factor of DAD allowed without calculations, Option III only.
Location of the door(s) taking this exception
T)' pE:... D F i-\G'A-t- 'SOt.;.LC.::;? E\~c... F0\Q\Jkc::-
Copyright 2002, WSUCEEP02-056
Copied by permission from the Washington State University Extension Energy Program
Prescriptive - Simple Form - Climate Zone 1
7/26/2004
, · - ] 1-
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Job
Truss Type
DUAL RIDGE GABLE
russ
PRECISION ROOF TRUSSES, CLACKAMAS,OR. 97016
10-0-0
10-0-0
2740
"40
4004 ::::
9
i
3ll'I= 32
30
27
26
25
23 Z2
.5lcS ::::
21
24
23
28
31
21-11-8
21.1'108
32.0.0
~
Scale"1:lltl.l
17
II
2Il
19
18
3>14 =
32..0.0
1(l.l).8
Pl... 0lTBelIlX. Yl' 123:0-2-11 1).3.01
,
LOADING (pst) SPACING 2.0-0 CSI DEFL in (Joc) I/deIl LId PL.6.1EJ GRIP
Tell 25.0 Plates Increase 115 TC 007 Verl(LL} nhI - n/a 999 MT20 220/196
(RCIOf S~5,0) Lumber 1ncrea811 1.15 Be 003 Vmt(TL) nhI - nla .999
TCDL 70 Rep Stress Incr YES WB 0.18 Horx(TL) 0.01 17 nla nla
BCl.L 0.0 Code IBC2003lT?12OlI2 (Matrix) WeIgIrt: 176 Ib
BCDL 10.0
LUIIBER
TOP CHORD 2 X 4 OF No. 1 &Btr G
BOT CHORD 2 X4 OF No. 1 &Btr G
OTHERS 2 X <4 OF Sid G
BRACING
TOP CHORD Si'udunII wood 8heall1klg cIiJec:1Iy applied Of 6-0-0 oc purlins.
BOT CHORD Rigid ceiling dlraclly .pprteCf or 1lHHl oc: braalng
REACTIONS (lblsize) 1=74132-0-0,17=74.'32-0.:0,25=153/32-0.:0,26=167132-0-0,27=16813240, 28=16B132-o.:o, 29=188.'32-0-0,
3D=1BllI32-0-0. 31=162J32-0.0, 32c190132..o.:o., 240=167/32-D-ll, 23"168132-0-0, 22=1B8132-o.:o, 21=168132-0.:0,
2O=1BllI32-O-O. 190:162/3240, 18-190132-0.:0
Max Horz1-179{toad case 7)
Max UpIifl1 =--20(1oad ell_ 8), 26=-78(toad CIllIe 7), 27~2Qoad case 7), 28-B7(load caM 7).. 290:;-88(1oad case 7),
30=-89(10811 CUlt 7). 31"'-l15(loed cne 7), 32=-104(load cue 7), 24=-73(load c:ase 8), ~(Ioad case 8),
22=-87(load ca.. 8}, 21=-8l1(1oad ClIlle 8), 20=-89(1_ case 8). 19=-85(1oad c:ase8), 1S....103(1oad case 8)
Max G18V1=100(l0ad cue 2}, 17=10D(1oad case 3), 2Ss=164(1oac1 cae 8), 28=242(1oad case 2). 27=234(1Dl1d cass 2),
28=235(load cue 2). 29-234(1oad c:ase 2), 3O=237(1oad csse 2). 31=227(1oad CIl8e 2). 32z266(load case 2).
24c242(IC*l case 3). 23-234(1oad case 3), 22=235(load cue 3), 21=234(1oad case 3). 20=237(toad ell" 3),
19=227(1Cllll1 CllH 3), 1$=266(1oad cap 3)
FORCES (lb) - MBlCirnum Compresslo"!'Maximum Tension
TOP CHORD 1-2-236141.2-3-174)69,3-4=-117/101, 4-5=-61l1134. 5-6=-691167, 6-7=-59/199, 7-8=-581234, 8-9=-62/258. 9-10:-6212XR
1o.11-M'197, 1'-12=-591't37, 12-13=-59193, 13-14--59180; 14-15=-58129. 16-16=-100127, 18-17....,62J35
BOT CHORD 1-32=01165,31-32=0/165.30-31-01165,29-30=01165. 28-29=qt165, 27-28=0/'165, 26-27~65, 25-26=01165, 24-250011 ~,
23-24=01165,22-23>>01165, 21-22a01165, 20-21=01166, 19-20=01166, 18-19=01165, 17-18=01165
WEBS 9-25=-1<4010.8-2&0-2021102, 7-27=-1941116, 6-28~1951111, 5-29":1941112. 4-30....,9S1112, 3-31=-1911111, 2-32-2081121
,'0.24=-202197,',-23-1941'18,'2-22....,951,11.13-2,....,114/112. 14-.zo-..1951112, 16-19-1911111, 16-18=-208fl2O
NOTES .
1) Wind~ASC.EZ.~~lOJlJ:OPb;~~ ICPJ,:~~1!CP.L~,~P..If'~!!U.!l!X~.i. ~f; end~; MWFRS gable end wne; eIIntllewrlefl
ancllight eIlCp08IId'; '!lid wrlic:alleft and right exposed; LumberDOL=1.33 p!aellrip Oc:>Lo.1.33. .
2) Truss designed lOr.wincl108ds In !he plane of the lnlP only Forstuds mcpDMd 10 wind (nonnaI to !he face), see MlTek "Standard G8ble
End DetaIl.
3) TelL: ASCE 7-98; P1=25.0 pst (flat loaf snow); Exp C; Fully' Exp.
<4) U~.need snow loads have been considered for !his design.
Ii) This truss hIlS been designed for. 10.0 par botlom.chord Bile load nollCOltCUl'l'ell wiIh lIll)/ olher IiIIe loads.
6) All pIPs are 2X3 MT20 unleu olhirwise inclic:alecf.
7) ThIs truss requires plafe inlfledion per the Tooth Count Melhod when 111'" truss is chOsen for quality assurance inspection.
8\ Gable requlrl!ls continuous botIom c:tlord bearing
COnlln..-cl 01\ page 2 .
A "A.U'DIG -............._ _JIUIl JIOftIS OII'ftrlS_ZllIICl.DIlIID_JtMZUMSI'AOJIJlll.HR ---.
o.tgn_I6r-onIt>- Mret.ConnKlars. >>*deoiCln 10 _ onil' upon ",""met.._ an>:!io ....onln>:lMduol bul:llng canponent.
...ppIicobi1lly of dosI;n ~ and pmperl""orpcxa1Ion 01 co~ ilrmpomiblilyol~' ... - not1nm designer. Btgc;ng mown
is rorlot'""'....pPOrIol_uolwob_ only. "'_allem_blac:ing loinstmstobiily . COflI1rucfIOn illheresponsi>llltyollhe
..ectcr. AcldlIionaIpermclMIII btac:ing ollhe _1_ ~ lhe~ol1he building >:!eoIgn<<. ....general guidoroce regarding
labriC<>llon. quolty oonIrDI. sfaoge, d"'-Y. lW8Ction and Ilroc:Ing. conaAI ANSI/lftl QuaIly ClIIedG. 1lliJ.a9....d IICSIl s.-.,g Componem
Salelyl_ a_""-!>TI\l&S PloIe_.5Il3 O'OnollloOllve. Modison, WI 53719.
7777G"'_~.' _
Sullo 109
CIhI Heigtlls. CA, _I .
MiTek-
1:08 I:~ 1:::GEGABtE
PRECISION ROOF TRUSSES, CLACKAMAS,OR 97015
LU GLC HOMES TMOT'R1686081
Job Refenn:to (oPtlonllll .
610Ds$ep 17 2004 M1Teklndum.s, Inc. S8lJun 1111:02:202D05 PoIge 2
NOTES
9) Gable lItuds spaced at 240 OC. .
10) A pIale ntIing reduction d 20'1(, has been applied for the "..." lumber membenl. .
11) ThIs was Is designed in ac:conI8nce wIfh tile 2003 International Building Code section 2306.1 and referBnclId lI1andard ANSVTPI1
LOAD CASEls) Standard
.& .....-. v...~_ .1UI:a&tD_ 011' J'BBAllDIlftlI:.lJDapJIIDZ JUl:IPJIIIlIlM:r___l'."'_17III&
Deo;gn YCIid!c<_ onIy..wh M/fe/( ecn-. ThIs deign 10 based only upon ___. and is for an indMducl buIItli>g ~
AppIicgbiIlyof dosIgnJX!<!~ ancl_lnccrporaflon 0( ~ 1"...pcinoIbiIIy 0( building ~- no!"'" deoignor. -.; shown
is for_at.uppai oIindMdualweb _only. _II_bracing fainMeoiabifycNDngcans\'uctiDn iJ 11w~ olllw
...ec;tar. Addllonal ponna.-l brocInQ oflho...- ~ illhe~ of the bulkl'"'Il designer. forQO>OW01 Guidance"'V""d'''ll
fabric:allofI. quail' -.1Iorag..~. ..-. alld bracing. _ ANSI/IPIl-Q1HlIIy 011-. _ and 1CS111ulldlag ~_
s-,,1nfonnaIan _ from 'MI PJo1e_te. 6a3 0'0naIri0 DrIYe. _ W153719.
TTT7_t.ue ...
_lOll
CIlrus titIigh1I. CA. _
Mrrek.
I:cs l:ruu [:::DGE GABLE
PRECISION ROOF TRUSSES, ctACKAMAS,OR. 97015
III GLCHOMES: - R14
Job Reference ~onll)
8.100sS8p172004MtTeklnduliies,Inc. SatJun ll11il2:252005 P.,
r~
140
16-0-0
~
2740
1140
32'()'o
5-0-0
4>04 ==
_'1'58.7
10
l~
-= 29 28 Xl 2tl 25 .24 :23 22 21 20 19 18
5lI5:= 3lc5 =
.21-1 HI Xl.o.o lI2.()oO
21-11-8. fH)o8 5-0-0
W~
Plate 0Ifaets IX. Y)' 116'0-1 120 1-81 117'0-2 10 0-1'111 119'0-1-41 O-l-8t 12O'll-2-8 0-3-01
. . - . - . , . .
LOADING (pst) SPACING 2-0-0 CSI D.EFL In (lac) I/defI Ud PLATES GRIP
TCLL 25.0 PIatzls Increase 115 TC 0.36 Vert(LL) 0.02 17-18 >999 240 MT20 220/195
(Roof SnIlW=25.0) Lurilber lnause 1.15 SC 0.21 Vert(11.) -0.05 17-18 >999 180
TeOL 70 Rep Slnlss Incr YES we OAO Horz(TL) 0.01 19 nla nI8
BCLL 0.0
ElCDl, 10.0 Code IBC2OO3fl"Pl2OD2 (Matrix) Weight 179 Ib
LUMBER
TOP CHORD 2 X 4 OF No. 1 &Btr G
BOT CHORD 2 X4 OF NO.1 &Btr G
WEBS 2X4DFStdG
BRACING
TOP CHORD
BOT CHORD
JOINTS
SlrucIura! wood shllldlaing dtrecay.,paecl or 6-0-0 DC pullins.
Rigid cefing dirodIy appfted or 8-0-0 DC brlIeIl1(I, Except:
1~ DCbrac:log: 111-19,17-18.
1 8l'll0lt III Jt(8)' 30
REACtioNS {1t118lze) 17=36m-s-s, 2=114121-11-8, 19z=561121-11-8, 22=228/21-11-8,21"'188/21-11-8, 23>-174121-11-8. 2Qa97121-11-8~
24=166121-11-8, 25=168121-11-8, 260=168/21-11-8, 27""68/21-'1-8, 2lFI69121..11-8, 2900166121-11-8
Max Hon:2=212(load casa 7)
MIIX Upllft17....,05(Ioad case 8), 2"'39(1aad cue S), 19....28O(laIod cae 8), 21....79(Ioed _ 8), 23=-79(kl/id case 7),
2D-73{1aad cue 8), 24-82(i08d cue 7), 2Sc-87(1oad cue 7),28-88(1ilad ca.. 7), 27&.ll8(load case 7),
28-i3(1oad case 7), 29&-73(1oad ClIft 7)
Max G11IV1700507(1011d case 3), 2=210(10ad CIlIIe 2), 1S=780(\oIId case 3), 22=244{1oac1 0IlSe 3), 21=27O(load case 3).
23=245(1DBd case 2), 2O=13l1(Joad case 3), 24=233(1oad case 2). 25c235(1oad case 2), 26=235(1oacl case 2),
27=234(loIId calle 2), 28=237(1oad _ 2), 29:2270oad ease 2)
FORCES (Ib) - Maxmum Compres&lon/Mll)(jmm Tension
TOP CHORD 1-2000148,2-3=-252/128, 3-4F-1961127, 4-5=-137N27. ~27, 6--7"-22J127, 7-8=-20/144, 8-9-191178, 9-1~,
10-11"01195, 1'-12aOf170, 12-13-011311,13-14"-31201,14-15"'281135,15-16=<-22144,16--17=-70011111
BOT CHORD 2-29a-1081214, 28-29a-108/214. 27-28=-108/214. 28-27-1081214, 2~1081214. 24-25;",0812,4,23-24=-,081214,
22-23""'081214.21-22=-1081214,20-2'-'081214,19-20-1081214,18-1_361534. 17-18-3llIS34
WEBS 19-30....7261286, 3Q.;51=-6l18/268, 16--31....7131278, 10-22=-206J0, 1'-21-z23t107, 9-2~05f103, 111-180001216,
12-20....,26/81. 13-19=-3431192, 14-30=-67/40, 15-31....23138.11-24=-193/115, 7-25=-1951111,'1I-28=-196t112,
5--27=-194111,,4-28....,961114, 3-29=-191/106
NOTES .
1) 'Mnd: ASCE 7-98; 100mph; h=251l; TCOL=4.2psf; BCOL=6.Opsf; CategoJy 1/; Exp C; enclosed; MWFRS gable end zone: c:a~ left
8I'ldright expoeed; end wrticalleftand rIglrt IllCpOSed; Lumber OOL"'1.33 plale grip DOL-r.33.
21 T.CtC~E:7=SS; Pt=.'Z6:O:fjIf:(1lafrOdf'~0W); EllI5c:mlY'~
3) Unbalanced snawloCs hIl\llt been conaIdered forthis. deaign.
4) This truA hall bean aslgned for 2.00 times flat root'lOad of 25.0 pst en overhangs non-conc:urrent wl1h other fllle loads.
5) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with llIly ol!ter live loads
6) All pI8Ies are 2x3 MT20 unless olhertiie i1dic:atecl.
7) This innis requires plate intlpeCtion Per the ToDlh Count Melhocl When thJs truss Is chosen for quality assurance Inspection
8) A plale raflllll roduction of 20% hils been applied for the green lumber members.
9) Thla 1russ Is deaigr1ed in aec:ordenal wflIIlhe 2003 Infema1lonal Building Code section 2306.1 and Alferenc:ed lllIlndald ANSIlTPll
lOAD CASE(S) S1IIndald
[ EXPIRATION DATE: 12-31-Cl5 1
June 13,2005
A -- ~....~ tUd.ac.DJIOtZS ON2lIDBAIUl.lllCZllllE/)_-.atz___r..,.,.B1IOJia_
O'eolgn vaId "" _ on1y-'Mlh Mrekconneclon. Thlo deoTgn 10 _ only_ pcIromelws -. and" 'or an rndMdual buIIdtlgecmponent.
Appicob1IIyol dootgn """"_ ond _1nc:crpcIaIcn of CO_I iJ~cf_ng cHsign...- noI_deolgner. Iln:lclng_
iI'or - Nppctl of ndMdUCllweb....._ anIy. AddiIIonc:1l'_ brocing Ie......e IlobiIly dUltng conrWcIIon Is the repamibilty of ,....
_c:tcr. _noI permonent ""'oIng of1he _slluctulelo 1IIe _Nibltycf the ~ cfeligner.1'cr g_1 guidance IegCldJng
fabrlcaion. quc:rIly _L JIcraQe. clelMoty. eoecIIon and Moc:WI. ~ ANSIItf'I1 Qudlly l::Irlleh. on-e, _ftd ecsn .......g e_""
SaIolyInlotmalon .......lable""""T""'PIot.~.. 583 D'OnotrlOOofI,oe,-. WI 537".
TrnG_Lano '.. .
Sub 11l1l
CIIruo Heights. CA, _10
MiTek-
I:~ I: j::::
PRECISION ROOF TRUSSES. ClACKAMAS,OR 97015
I:IJ GlCHOMES: - R1-1
Job Reference 0 IlIl
6100 s SlIp 172004 M1Teklnduslriea, Inc. Sa! Jun 1111~02:262005 Psue 1
T'oO-lj
1.0.0
&-0-0
80IHl
~
11-0.0
16-O.Q
1\.0.0
o4lIll=
..
40cS =
10
3104=
9 8 7
:wi = 2lC31J
3104 =
10-1o-S
10-10-3
21+1:J
~11
Z4-5-8 32.0.0
3-3-11 7-6-8
32-lHl
B-IHl
Scale. 1:fl2.8
'"
1;1
Plate ClIf8eIa IX Yl: 16'0-3-10 0-2-01
. .
L.OADING (paf) SPACING 2~ CSl DEFL in (100) I/deIl Ud PLAlES GRIP
TelL 25.0 Plales lna'ease 116 TC 0.79 Vert(LL) ..0.20 2-10 >999 2-40 MT20 2201195
(Roof Sn-=25.0) Lumber IncnMse 1.16 Be 0.84 Vert(TL) ..0.68 2-10 >427 180
TCDt 70 Rep StresIlncr YES \/lIB 0.46 Horz(TL) 004 7 nhl nla
BCLl 0.0
BCDL 1D.0 Code IBC2003fTP12002 (Matrix) Weight: 137 lb
LUMBER
TOP CHORD 2 X" OF No.1&Blr G
BOT CHORD 2 X 4 OF No. 1&Btr G
WEBS 2X4DFS1dG
BRACING
TOP CHORD
BOT CHORD
WEBS
SlructurIII 'MlOcI sIleathintl direclly applied or 3-8-2 00 pll1ins.
Rigid c=eling dIIecIly applied or.s..o..o 00 bracing
1 Ro\II at mIdpt 4-8
REACTIONS (lblslze) 2=103410--5-8, 6"143JO-5-8, 7=1551~
Max Hoa2o=132(1oad_7)
Max UPHn2=-201 (\o8d _ 7), 6=-57(lo8d case 2), 7....184{\oBd case 8)
Max G1'lIV2=1355{1011d cne 2), M14{l0lld _ 3), 7=1.587(ioad case 3)
FORCES (Ib) - Maximum CompresslonlNaxlmum Tension
ioP CHORD 1-20=0149,2-3=-1985/244; 3-4=-15181231, 4-5D-4I97/135, 5-6=-821389
BOT CHORD 2-10&-2<<V1835, 9-10=-251l123, 9-9=-2SI623, 7-8--283188, 9-7=-321n5
WEBS 3-10=-7651288, 4-1 Q:.1 03/1 034, 4-8=-7091141, 5-8=-2llJB85. 5-7=-14111209
NOTES
1) WIld: ASCE 7-88; 100lnph: h:2Sft; TCDl=4.2t*; BCDl=6.OpIIf; Category II; Exp C; enclosed; MWFRS inll!lrior zone: C81ItlIewr left lIlld
right-expoaed ; end IIertIcalItlft and righlexposed; L.ilmber DOl=1 33 plate grip DOL=133.
2) TeLL: ASCE 7-99; Pl'=25.0 pst (flat RlOt'snow); Ex!> C; Funy Exp.
3) Unbalanced snow load, hlIve been conalder1ld for thia design. _
'I) ThIs tI1I8$ has been designed for 2.00 limes Gilt JOOf load d 25.0 pst OIl overhangs IlOI'HXlI'lCUll'llnt WillI other Ilw loads.
5) this tnJlll! hll& been c1eeigned for a 10.0 pst bottom chord I.... load nonc:onCUl'fel1t wI1h any other live load..
6) This m- requires plate inspecliorl per the Tooth Count Method when thill tnJ.. Is chosen for qUlIJIIy assunmce imlpeditJn
7) A pi.. rating /'IIducIion at 20% has been IIPPHed for the green lumber memb8l1l.
8) ThIs 1russ is designed'i'l accordance with the 2003 ln1ernational BuHdlllll CocIe saction 2306.1 and referenc:ed standard ANSlfrPI 1
lOAD CASElSl Standard
... _ ~ v.rft) .....___.RIWlJlOn18 OJIT.lIIlI"~ _UlII'RI:l9CSol'AQB1/I1SIl'4n _-.
DtaUn \/Clicl I... -onlv wfth ..vrelr.CCMeclcn. 1hIs deoign.. based Ol'lly upon __un"",,, and 10 Icran 1ndividvaI.1>u1IdIng COI'I1p<Jnent.
Appicabily of deoI;n __ and _i..c:...........Iioo. of COI'I1p<Jnenlls.-..potlSibi.i1y 01 b.tiOl\g ~-noI_ deoIgner. ~ """"'"
is Icr Iatemlsuppclll oIIndMc1UCll_t> -. only. Add'&tIonollemporary brocing 10..._ staI>IIIy during conm.clloo1lr tne ~ 01 the
enodo<. MdIliona1permonent braelnvollhot_I-....Is!he ~ offll" buldlng cIBsIgnor. fo<gener<JI g_ roo;ard'ng
lobric:ofion. qually........" ""-' ~. _ _ b1a'*'v. COMU~ A/IsliJPn Qually' c:dl........DSB-89_ IlCSlllulldlng comp..nent
SdWy 1- <MIIcIbIe tom Tnm I'bI4t IruflIv", m O'OnofriOllIi.... Moditon. WI 53719. .
7T71_U11le .1_
Su..1Dll
Cllruo HeI;t1to, CA, 8581
MiTek-
1:708 I:' 1:=
PRECISION ROOF 'TRUSSES. Cl.ACKAM'\S,OR. 97015
LrIGLCH~Swm- R1~
Job Refetenee Illfl1loMj
6100sSllp172004/01ITeklndll8lries.1nc. SatJunl1 \I:02:272Oll5 Pagel
e.o.o
e.o.o
18-0-0
8-0-0
~
e.o.o
>>-D-O
8-ll-O
4lI8 =
Salle -1:82.1
3
~
I~
4lc5 =
II
-=
8 7
3lc8 =
-=
8
2lC3 II
4lc5';:"
10.10-3
10.10-3
PIa. 0I'fHta IX Yl' I' '0-,... ll-O-21 1'5'0-3-10 G-2-o1
21-1-13
11>>011
2-4-W
8-3-11
3l!ol).()
7_
. , , . .
LOADING (F*) SPACING 2-G-0 CSt DEFL In (Joe) IIdelI lid PLA TE8 GRIP
TCLL 25.0 P1a1es Inaaue 1.15 TC 0.79 Vert(LL) -0.20 1-9 >999 2~ MT20 2201195
(Roof SnclW"25.0) Lumber InCl'8l.I18 1:15 BC 066 Vert(TL) -0.68 1-9 >421 180
TCDL 70 Rap ~ Incr YES WB 0.46 HOIZ{T1.) 0.04 6 nI. nla
:g~ 0.0 Code IBC2003lTP\2ll02 (Matrix) Welght: 135 Jb
10.0
LUMBER
TOP CHORD 2 X 4 OF NO.1&8lr G
BOT CHORD 2 X" OF No.l&Blr G
WEBS 2X4OFSldG
BMOING
TOP CHORD
BOT CHORD
WEBS
Structural wood sMalhing dil8C1ly applied or 3-7~2 DC purtina.
Rigid ceiling direc::llyapplilld or 6-0-0 DC brlIcing.
1 Rawatmidpt 3-7
REACTIONS (lbIsize) 1 =95310-5-8, ~142JD..5-8, 6-155410-5-8
MIl)( Horz,....,'S(lo8d case 5)
Mill( UpII1tl-140(1aad cae 7), 5-59(1Dad ce_ 2}, e--.'llS{loacl case B)
Max Grav1=1232(load case 2), s-313(1Dt1d cue 3), 6=1588{1oac1 case 3)
FORCES (Ib) - Maximum ComP/llSSiDr1lMaXium Te/l$ion
TOP CHORD 1-2"'-18821251, 2-lF-1527/2a7, 3-4=-0497/135, +StL62J3S2 .
BOT CHORD 1-9=-24~S4S. 8-9=-261629, 7-S....~26, 8-7-286170. 5-6--3204176
WEBS 2-&=-772/272,3-9=-111/1047,3-7=-7151145,4-7....301887, 04-8=-14121209
NOTES
1) Wind: ASCE 7-98; 100rnph; h-25ft; TCDL-t2psf; BCDL-ll.Opaf; ClItegory II; Exp C; enclosed; M1NFRS in\llriorzone: canlil_left and
right uposed ; llIlCl wrtk:alleft and right expoHd; Lumber DOla1.33 plate grip DOL=1 .33
2) TOLL: ASCE 7-ea; Pf<>26.0 p.f (IIat mol' Mow);.Exp C; Fully Exp
3) Unllalanced 8I1CN1'lDada haw been consldet'l!ld for this design.
4) Thlstruaa h.. belm dlllligned for a 10.0 pst botlom Qhord Ilw load norn:oncurrent wIlh any other In.. loads.
6) This lrWslllqulres pi.. inapecIion per the Tooth Counl Method when 1hill trullS is chosen for qualify assurance lnspeclion
6) A pIa\II ratlll\l reduct!on d 20,," has been applied for the gl'Hl1 lumber rnembera.
7) This truaa Is dNillneclln aDCDrdanClt with the 2003Imemationa/ 9ulldlll\l Code section 2306.1 and referenced stIlndard ANSlITPI1
1.OAD CASE{S) Standard
. ...- .l>iniN........__JIU>>JlDDSOJf_Alm11lCU1l>l:D _~_lIlIr."l':lI JIDORI!: l1IIII'.
Oesigft ...,ej Ie< _"""'-. MIrek c:onMC:lars..Thi; cIeolgn . baled only _ parame___ and Is laran 1_01 buIcflng eampanenI.
AppicUbIIly of design ~ment.... and propel Jncorparatiarl of aampanen! is respcnalbIIIy of buiJdIng d;olgner- nallrusr cletigner. ."'cIng sh""'"
alar 10_ svppcrI of indMdualweb ....mbtn a"". Adclltianoll,,",paroty llmc:hg 10 __ slabilly during CCIlI1ruetlan io the r<npanolblllty of file
erealar. Addllionol permonent bracing oI'lheoveraUsWc:fure 1s1he~oIjl>e building cIeslgner. For general guidanceNgDrdng
t_ qually conlIoI. '''''''IJe. dMItuv. _ and b-acing, ""'*'1 ANSVlPIl GluaIlIy CIlIeda. CSI-I9 and acsn tuRdInsl Compo_
Sdoty- "",,"'bIl>IromTnas PIaI"lnsfiIul... S830'0noIlIo~ ModIson. WJS3119.
7717 <i_Lono Mil_
Suiloloe
CiIrua ~. ColI. SS810
MiTek-
Job
GLee
R168l10841
Truss
1>5
PRECISION ROOF TRUSSES, ClACKAMAS,OR 97015
r1.o.1/
1..0.0
a.o.o
840
1s.Ml
s.o.o
2+000
s.o.o
-=
4
-=
9
3llol ==
8 7
3l1li=
a..4 =
1O-1l1-3
1O-1o.ll
Plele 0lf8eIs lX VI' 12:0-0-12.0-0-21 I6'G-0-12 0-0-21
21-1-1'
10.3-11
~
a.o.o
Scale ~ 11l2.8
Ii
32-0-0
1ll-1o.ll
. . .
LOADUfG (JlBf) SPACING 2-0.0 csr DEFl. In (Joe) VdclII LId PLAlES GRIP
TCLL 25.0 Pla18B Increaae 115 TC 0..79 Vert(LL) -0.23 8-7 >999 240 MT20 2201195
(Roof SnDw>a25.0) l.umtIer mer- 1.15 8e 0.68 Vert(TL) -0.80 8-7 >478 180
TeOl 7.0 Rep Sb8D lner YES we 0.45 Hor.!(TL) 010 6 TJla ilia
BeLL 0.0 Code J8C2OO31TP12OO2 (Ma1rix,) Weight 132 Ib
BCDL 10.0
LUMBeft
TOP CHORD 2 X 4 OF No. 1 &8tr G
BOT CHORD 2 X 4 OF No.1&B1r G
'M:BS 2X4 OF SId G
BRACING
TOP CHORD Slructul'lll WDOd sheathing direcUy appKed or 2.10-2 DC pullinS.
BOT CHORD Rigid ceiling dlrec:lly applied or 1040 DC bracing
REACTIONS ~~) 2""'40510-5-8,6=132310-5-8
Max Hor%2=132(108d cue 7)
Max Upl1Il2=-238(1cm1 ca_ 7), 6=-1n(load case 8)
MaxGl'llv2c1ll-44(1011d caH 2), 8""'522(1oed case 3)
FORCes (Ib)- MlIXImum ~ Tenalcn
TOP CHORD 1.2aoOI49. 2-3=-2606J323, 3-4=-21381311, ~21511318, 5~=-2S851332
BOT CHORD .2-~1012185. 8-9=-95If33t, 7-800-.95f1331, 6-7=-21312200
WEBS 3-90=-7551'266,4-9=-10711008,4-7=-11611019,5-7....7621270
NOTES
1) Vlnnd: ASCE 7-98; toomph; 11=2Sft; TCDL-4.2psf; BCDLa6.ep.I; Cat8gory 11; Exp C; enclosed; MWFRS in.rior zone; cantlleverle1'l and
right expoeed ; end vertiCIII felt and right exposed; Lumber DOL=1.33 plBte grip OOl"1.33
2) TCLL: ASCE 7-88; Pf=25.0 pwf (flat roof snow); Exp C; Fully Exp.
3) Unbalancecl anowloads hlllIe been ccnaidered fot1hi5 dll6ign.
4) Thls truss has ~ designed for 2.00 time. flat roof load of 25.0 pst on overhangsllOl'l-C:Ol1CW't wIlh other lille Iollds.
5) ThIll !rua hu been cfeqnec:l for II 10.0 pel bottom chord live load nonconcunentwilh any other av. loads.
6) Thia !run requlles pie Inspection per 1he TooIh Count MllIhocI when thia IrusIl ia c:ho8en for q....1Iy assuranoe inspection
7) A p1allll'llflng reduclicm cl20'K ha been applied for1he g~ lumber members.
8) ThisNS is designed in accordance with the 2003 International Building Code section 230ll 11111d referonced BlIIndatd ANSIITP11
L~ CAsEIS} Standard
EXPIRES; Oh'24-()6
~ _. ......dalp__Dd.omaOllnas_.lllCUJDllD_~_JllJ.~ofnJllBllOU 1GB.
DesiQn YOiIcj fer uoeonly\Mlh MiTe!:~. This cleoign. _ only upon para_ohown. and . for an incllvklvaI building ~t.
~~~,:f~===~~I==~~=":l'~~:::::
erector. := '*""""'"' t..,,,,"'8 of !he _llructure.1lle responslbiiiy of lhe bulcf"'s deolg__ For9<<'...,l guidance NgOtCf"'ll
folldcolior\ q.....1Iy QO/\l1oI. JloIage. dd>wy. ~ ond txac:irG. __ AH$Vl'PIl ca..,. Cdl_. D$&o8t and ICSI1 Nell... Component
SclIely Info_Oft _bIe from TMS ~"".InJ1llu"" 5Il3l1Ono1rio 0IlYe, Modioon. WI S371~.
7777 Groe_lIIno .1_
_'08
CINs HolghIs, ~ ml0
Mi18k-
I:ca /:ruas /==
PRECISION ROOF muSSES. Cl.ACKAMPS,OR. 91015
1:rJ:=:= R1-1
8.100 s Sop 17 2004 MiTek 1ncIuslrie8.lnc. SetJull111:02:30 2005 PBge 1
8oll-O
8-l).()
16-ll-O
s-o.o
24-0-0
s-o.o
~.o.o
s-o.o
-4lC6""
Sc&e ~ l:e2.1
3
i
I~
..., =
B
3>iI4=
7 e
3lcll=
3>iI4=
1(1.1(1.3
1(1.1(1.3
PIn 0lfseIs ex. Y)' r1 :O-0-12.()..l)..21 /5'0-0-12.0-0-21
21-1-13
10.3-11
32.0.0
1(1.'10-3
.
LOADING (pst) SPACING 240 CSI DSFL in (lac) IIcI8fI Lid Pl.AlES GRIP
TeLL 26.0 PI81e, Increue 115 TC 0.79 Ver1(LL) -023 5-6 >999 240 MT20 220n~
(Roof Sn0w=25.0) Lumber Increase 1.15 Be 0.68 Ver1(TL) -0.&0 5-6 >476 180
TCOL 70 Rep Stress Incr YES V\IB 0.45 HoIZ(TL) 0.10 5 wa nla
~ 0.0 Code fBC2003IT'P12002 (Uatrbc) WeIght 130 III
100
LUMBER
TOP CHORD 2 X 4 OF No.1 &B1r G
BOT CHORD 2 X 4 OF No.1&B1r G
WEBS 2X4 OF Std G
BRACING
TOP CHORD strudural wcod shlllllhing dinlClly applied or 2-1~ OC pur1lna
BOT CHORD RIgid ceiling direc:lly applied or 104-0 ex; brIlCing.
REACnONS (IbIaiza) 1=1325JO..6-8, &='132510-6-8
MIIX Horz 1....115(1oad case 5)
Male Up/Ift1....177(1oadca8ll7). 6=--1n{lolld case 8)
Max GraV1=l622(1olld case 2). 5=1522(load caN 3)
FORCES (lb) - LWcimum Cornpre68ionlMalcimum Tension
TOP CHORD 1-2=-25851332,2-3=-2152/319, 3-4-21521319, ~25851332
BOT CHORD 1-8:-319f2201, 7~9B11334, 6-7-s811334, &-6=-21412201
WEBS 2-8:-7621270, ~11411019. 3-6&-114/101li, +6-7821270
HOTES
1) 1Mnd: ASCE 7-98; 'OOmph; h-2Sfl; TCOLoo4.2psf; BCOL=6.0psf; Category U; ElCp C; endosed; MWFRS iIItIIrior zone; canUlewr left and
right Ol'XpOlled ; end l8'tic:aIlllf'l and nllht expoaed; Lumber OOL=1.33 plalll grip DOL-1 .33
2) TCLL: ASCE T-lill; Pfa25.0 psf(1lat roofsnow); Exp C; FUlly ElCp.
3) Unb_need snow loed$ have been considered for this design.
4) Thla truss has been designed fora 10.0 psfbot1om chord IIIIe load nonconc:ummtWllh any otl1er llw loads.
5) Thillrllss require. pl. Inspection per the TaoIh CDlInt Mlllhod when 1hillnlas Is chosen for qualltr sssuranoo inspsction
6) A pla\e rating reduction at 20% has been IIjlpIIod for the green lumber members.
7) This lnIu i& deslgned In a~ wtlt11he 20D3 International BuHcflllQ Code sec:tion 23061 and referenced sl8ndanl ANSVTPI 1
LOAD CASE(SJ Standan:l
.... ""4ltIfIlIlJ- ~.....____ _JtUDJftmlli OJi'ftllSARDJlCUIDBD _~ P_-.1Ifr.t_ (lSIt.
0Mlgn _iCr_orly_rwrwconnecloa.lhI< deslgn Is booed only upon po-... Jhown. ond 10 foron ,_"'" building componenl.
Applcablllyof deolgn""""""'" cmd_""""....wJk.n olcom__lo_nIIb1tr of __Il'lg d~- noI_~. Braclng.hown
is for loteRlhuppoR oIlI1d1Yid",,'_ membels on~. AdcIItionollemporatybRlclngto_l1abllly during consn.cfion ~ the IeSpOnS1bli1ily of the
-.clor. Jldd"oIonoIpennonenIbroeing of the "...,nslructurels lhe~ ollhe bulIding deoigner. For_I QIIidonce MgOIdlng
'_Ilon. quaIIy conlloL storage, deIWeIv. .-eclion one! bocing,........ AHSl/TPI'I QualIyOtleofa. _ and BClIlIul/dpg C_..n1
_ty _ o_!loom Truss _elnstihltn. 5e3 C'ClndrlO Drtwo, ^""c:tioon. WI 5371'.
77T7G__t..no .1_
_lOll
CINI H.l$. CA. e!ll1
MiTek-
1:708 1:;-- I:::
PRECISION ROOF TRUSSES, ClACKAMAS,OR. 91015
rIl:==
6.100 a SlIp 172004 Mirek IndUs/IlN, Inc
RI~~
Sat Jun 11 11 :02:31 200S Page 1
e.o.o
e.o.o
:u-D-O
&-0.0
1&-0.0
8-l>-O
4lllI=
3
3UoD
8-l>-O
M
1-().O
SeoIe. 1:G2.8
1
3lC8 =
10
3>04=
9 8
3Jo8 =
3>04 =
10-10.11
10.10.11
Plale ara.ta 12!;,'}: 11'0-8-0 o-o-eI lli'0-1-11 Edael
21.1.13
1D-3-11
7
3>04<:-
29-0.0
7-10.3
3l!-l).O
3-lloO
. . . .
LOADING (psi) SPACING 2-0-0 CSI DEFL in (lac) IIdefI Ud PLATES GRIP
TCLL 25.0 PIlIt8s InCl8Ull 115 TC 0.82 VerI(LL) -0.22 1-10 >999 240 MT20 2201195
(Roof Sn0w=25.0) Lumb<< lncreue 1.15 BC 0.69 Verl(TL) -073 1-10 >474 180
TCOL 70 Rep S1r8u Incr YES \I\IB 0.50 HolZ(11.) 0.07 7 nla nJa
BelL 00
BCOI 10.0 Code IBC2003ITPI2002 (MalrbQ WeIght: 140 Ib
LUMBER
TOP CHORD ~ X 4 OF No 1&911' G
BOT CHORD 2 X 4 OF No. 1 &B1r G
WEBS 2 X4 OF S1d G
BRACING
TOP CHORD
BOT CHORD
WEBS
StrucIllnil wood sheathing direc:tIy applied or 3-0-14 DC pulfll'l$.
Rigid e>eJlinll dlreclly applied or 10-0-0 oc: bracing, Except:
64-0 oc bracing: 5-7
1 Row at midpt
REACn0N8 (1bJslze) 1=11861~. 7"154710-5-8
MIIX Horz1=-132(load C888 8)
Male Uplilt1 =-167(1oacl casa 7). 7"'342(lo1ld case 8)
Max Glav1 =1435(1aad case 2), 7"1809(lD8d case 3)
FORCES (Ib) - Maximum CompresllionlMaximum Tension
TOP CHORD 1-2=-24011308,2.3-19871295, 3-4=-14251216, 4-5"31611l92, 5-6aQf.4Il
BOT CHORD 1-100>-29112037, ll-1Cl-7Q/1OS8, 8-9....70/1058, Nla.$IlI/1232, 5-7...e311362
WEBS 2-10-7631271, 3-10=>-11311034, 3-8=-22/411,4-8=-2281224, 4-7"'-240s)496
NOTES
1) V\lind: ASCE 7-98; 10Omph; h=25lt TCOL.....2paf; BCOL-tl.lIp&f; Catego!y II; Exp C; enclosed; MWFRS interiorz0n8; canlllewr left and
. right expoaed ; end verlicaJ left and right exposed; Lumber DOL"'1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-98; Pf=25.0 psf{llatroofanow); Exp C; Fully Ellp.
3) Unbalanced SIID\If Ioad& haw been considered forltW deslgn.
4) Thi8 truas has 'been dBBlgned for 2_00 limes flat roof load of 25.0 pst on lMlthangs non-coneurrent wi1h other live loads
5) This truss has been daslgned for a 10.0 pst bolIom c:hoId live load noneoneUll'8ntwtth any other live I08d$.
e)Thi.truss requinla pin ill8p8lltiDn perlhe TDOltI Count Method when this lruu Is c:h0llllll for quality aAUrllnoe Inspec:tlon
7) A plate rMjng l'8duclion of 20% has been applied for the ~ lumber menmer..
8) ThlslTuss is dalligned in lICl;Ordance with the 2003 IntemarIion8I auldln; Code section 2308 1 and refererloed stand8rd ANSVfPl1
lOAD.CASEl'S) SlliIndartl
EXPIRES: Q1-2<bQ6
.... _. -......,..___ _.IlUD _ O1f'DillllANl1./l1CLll1lDJIIIZl[___Hn~ l7I:&
an ""'kj........ only will Mf....con_cn. This deoign is bated only"""" pare_ "->. and Ii....an fncIIoldual bo-.g cOll1pOntOnt.
oIdelign """'ment....and _inccrporaIIon of=mpc>ll9nl;,~ of buiJcI''''ll deoigner- not truss cIelI;lner. Brocing_
is ~suppori oIlnciMdllCli web memb<n only. _ fsmporory brocinJllol.....~dllIIng conofruc:tiDn 1s11le '",por.ibiPJ1y ollhe
enlCRlr. -..oJ ponnanent ~ oI1he ~__Islhe ~ oIlh. buIlcI'.,g "'-Tgner. for~ guidance regording
~~~"=~~'==~D~~~~Ps,,"~OH-.DS__ecsn IuIIdIIlflC"mp_
T77TG,..,,_Lona ...
~1M .
CIM~. CPo. 9lI810
MiTek-
Truas"T~
OUAl RIDGE GABLE
1>-'1-14
S.~.M
~9-4
-4-NI
p~
....,.e
4>04=
loM-l0
-4-7-6
31-0.0
16-$.0
8
2>311
i
3lI6 .,;.
23 Z2
3x5 ==
3JI8 =
21 20 III 18 17 16 3lO4 =
4><5= 2lc311 2>c311 2>c31\ 2>c311 2>311
~9-4
e.&.4
P\IIIa 0IIMla ex Y): 11'0-2100-1-81 13'0-1 120-1-81.121:0-211 O-2-llJ
81-0.0
21-2-12
~"Ooll
1-0.0
_~l:SIl.lI
, - . . - . - ,
LClIIDING (psi') SPACING 2-{1-0 CSI DEFt. in (toe) IIdIlll Ud PLATES GRIP
Tell 25.0
(Roof Sn0w-25.0) Plates InCI'Nse 115 TC 0.37 Ver1(ll) ~.12 1-23 >999 240 MT20 2201195
Lumber IlICI'eMe 1.15 Be 0.48 Verf(Tl) -0.40 1-23 >584 180
TCDl 70 Rep SIres8 Incr YES WB 0.70 HoIZ(11.) ~.05 1 nla nla
BCLL 0.0
BCOl 10.0 Cocle 18C2003fTP12002 (AIIelrIlc) WeIght 172 rb
LUIlBER
TOP CHORD 2X4 OF Na.1&B1rG
BOT CHORD 2 X 4 OF No.1&B1r G
WEBS 2X4DFstdG
BRACING
TOP CHORD
BOT CHORD
JOINTS
Structural wood Ilheathing dil'llClly appHed or 4-3-12 ClC pwtillS.
RIgid ceiling dinoc1ly applied or 10-0-0 ac brlICing
1 Brace 1ltJt(S}' 24, .25, 2S
REACl1C*$ (Ib1size) 1=B46IQ-5-8, 140:212111-6-8,21=923111-5-8,20=-3111-5-8,19=209111-5-8,18=-156/11-5-8,17_178111-5-8,
16=129111-5-8
Max Harz21,,;,206(1oad case 8}
Max UplII'l1=-267(1aad case 7), 14-14(1oad case 6}, 21-186(1oed case 7). 2O....,34(1D11C1 case 8), 1S--75(laad case 8),
18=-9O(load cau 8), 17"'-94(laad can 8), 1ll-S3(laad cae 8) .
Max GrlIv1=1114(1oad cue 2), l.paSS(lolKl ClIH 3), 21=1l34(1aad cue 2), 20<060(1oad case 3), 19a276(load case 3),
18-222(lcad case 3), 17-2411(1aad caseS), 16ol178(1olld _ 3)
FORCES (Ib) - MIIxIrnum CamprMllionlMllXimum Tenalan
TOP CHORD 6-7....22Q{173, 7-8L2ll2l147. B-ll=-221n1, 9-10=-249142, 10-11=-2431ll. 1'-12=-24S1O.'2-13=-2421O, 13-14--23810.
14-15000148, 1-2=-187$J482, 2-3=-1389/320, 3-4=-23llf159,4-5=-210f167, 6-6=-206t189
BOT CHORD '-23~34I1600, 22-23=-18611383,21-22=-19611383,20-21=01244,19-20-0.'244, 1B-19c01244, 17-1Bc0J244, 16-17lOQJ244,
14-16=01244 .
3-28=-11B6/3ll5, 25-28=-11851386, 2S-27....,2S61427. 24-27-1421/492, 24-26a-1486f4.97. 21-26=-14551503, 6-24--1'~
5-25=-181190, 7.26=-54J39, 3-23~51579, 2-23....512J280, 23-27"'-2S71112, 4-28--715, 8-21=-33111162. 9-20=-132194,
10-1i=-208I115, 11-18=-1911110, 12-17....2021117., 13-16....,57190
WEBS
NOTES
1} Wind: ASCE 7~; 100mph; h-25fl: TCDL=4.2psf; BCDLaofl.Opaf; Cale9CIY II; Exp C; encloeed; MWFRS gable end zone; c:antll_lell
and ~ht uposed ; end """J1!cId left and right expoMd; Lumber 001."'1 .33 plate grip OOL=1.33.
2) TeLL: ASCE 7-98; Pfa25.0 P8f{ftat roof snow); Exp C; FuRy Exp.
3) Unb8l8JlCed snow lClllldS h_ been considered far this design.
Mnvs iiIiOJias.bee.ii iiieifgtl'icfror~:OO lir-flit lOO(lOaifaUlto ,:;Sfan ~_"q~I)fJWllll ptber'lMl lOaCis.
5) ThI$ln.nI$lllIs been deslgnecl fara 10.0 pafbottom chOrd rIWloaa' noncancurrentlllilh any oIherlive loads.
8) ThIs INn requites plate inspecllan per the TllClth Count Methaa' when this tn.nIs i$ chasen for quality 8$SUIlIIICe in$pectian
7) A pIa1D rating reducllon of 20% hu been applied for thallJ'Mlllumber membenl.
8) TnIs 1l'US$ Is designed in accordance wittllhe 2003 IntlImatianal Building Code eec1ion 2306 1 and referenced s1anderd ANSIITPI 1
l..OAD CASE(SI SlBocIard
I EXPIRATION OATE: 12~31-OS ]
June 13,2005
A .-. ~"""'_____JtSU>JI022lS OIr~AlfJ)~_"I'B1IB11aU''''Gllum.''.PlI_l18&
Design ""id la'_ onIy_ 104f_-....ctcu. Thisdeoigl\ is boIed only U,Oorl po.._.........ond isla'Qf1lndlvlduall:ll*jfng~nenI.
~=.,,,~~=::ocn;:.=~~~~~=;::==~~:t::"
erect",. AddiliOnaf ,*r",c:"..ntbooclng of th. __ .'he~ of the butid'1IIl1~. for _01 guldo""" regaJding
fobricolian. quoIIy oamroL olorage. a'eIft>ooty,"""'" and ~ coNu~ ANsvrm ~CIlI-. D$B-89 _tcsn BulIdllllI CompolIeIl!
s-"I_... OIOOIalll. fn>m1_ PIc:Q _ 5113 D'OnafriO ttiII9. Mc:ldloon. Wl WI ,.
7717_LanI ...
aulolOl1
emu. Hel8..... CA, ll5f10
MlTek-
/:cs I:nms 1:=
PREClSlON ROOF TRUSSES, CI.ACKAMAS,OR. 97015
m:=:B Rl-1
8.100 s Sep 17 2llO4 MiTek Indusflies.1nc. Sat Jun 1111:02:362005 Page 1
7.1l'O
7.~
15-6-0
7-&-0
23-3-0
7-&-0
-=
3
31-0.0
7.~
~
l-G-O
SclIIe s 1 :55.9
~
-=
9 8
3>of = 3lc5 ""
7
alOI=
11-2.12
19-9-4 3l-G-O
-=
11.'.1' &&08 1.....12
LOADING (psf) SPACING 2~ CSI DEFL in (Joe) Udell lid .PLATES GRIP
TClL 25.0
(Roof Snow=25.0) PIllles l~ 115 TC 0.75 Ver1(U..) -0.29 1-9 >999 240 MT20 2201185
Lumber Jncrease 1.15 BC 067 Ver1(TL} -.0.97 1.9 >378 180
TCDl 7.0 RIIp SlNsa lna YES we cas Hor%(Tl) oC08 1 nla nla
~~ 0.0
10.0 Cocle IBC2C031fPt2002 (MIltrlx) Weight 128 Ib
LUllIBER
TOP CHORD 2 X 4 OF NO.1&B1r G
BOT CHORD 2 X 4 OF NG.1&Btr G
WEBS 2X4.DFS1dG
BRACING
TOP CHORD Sln.IctInI wood shellthing direc:tly applied or 3-1oC oc purtins
BOT CHORD Rigid ceiling direclly applied or 10-0-0 oc bracing
REACl10NS (lblsIze) S=1363Ill-S-8, 1=128110-6-8
Max HorzS&-129(1D11d case 8)
M8X UplifI5-232(IOlId ClIse 8), 1 =-171(1oad case 7)
MlIX GravS"159E1(lolld case 3}, 1=1473(1oed case 2)
FORCES (Ib). Maximum Comp_ionIMaxlmum Tension
TOP CHORD 3-4=-19~J280, 4-5=-247D1322, 5-lFOI49, 1-2=-2485/330, 2-3-19761287
BOT CHORD 1-9=-21312117, 8-lF-881129S. 7-8&.8811295, 5-7-30712101
'NEBS 4-7=-7561260,3-7=-871881,3-8=-851894, 2..g....76312fS5
NOTES
1) WncI: ASCE 7-8~; 100mph; ha<25f1; TCDL"".2paf; BCDl.z6.0psf; Categofy U; Exp C; endosod; MWFRS inleriOrzone; eantlelier lllf'l and
rlght lIlCpOS8d ; end \IIIlf1kal11lft and right flXPOHd; Lumber 00L"1 .33 plate grip DOL=1.33
2) TeLL: ASCE 7-811; f't\o25.0 psf (ftlltroof ,"OW}; Exp C; Fully Exp.
3) Unblllanced snoW loeds have been CDl1llidlirred fer this design.
4} Thill truss has been designed for 2.00 lime& fiat IO()f load of 25.0 pst 0/1 oWll'hw1g& ~t with other IiYIlIGlldl.
S) This trUss has been designed for . 10.0 pst boIlDm chord Rve load nonconcunent with al1)' other live load..
6) This truss requires plale inspection per lhe Tooth Count MeIhod when 1his trusa la chG8llr1 for quality asllUI1Ince ifl$peclion
7) A pI8te rating reduction of 20% hils been applied for 111. g.-.n lumber members.
8) Thill 1nlss Is designed in accorcl8nce with 1IIe 2003 InlemaiiolUll Building Code sec1lon 2306.1 and reftlf'llflc:ed standard ANSIITPJ 1
lOAD CASE(S) $landard
A -- ,.ot0'.....,..._--_JIOUBllln_AlUH.cr.__~I'__r..T3.B1:1OU_.
~....Id for _only """ M1fel:~. Ihir deoigrl io _only UJlOIl-"melels -. and io for on ind'l\'idual building oornpanenI.
blllyat<Hollln _and__~of~ir_ of design<<-nol_deo1l_.llraclngshown
ir lalwolSVlll>Olt Of~aI_me_onIy. _lemporaybra~>~""",lruc:tIoI> ir lheraspc:llUlbll6tyoflhe
""",lor. I.ckIIIIOnaI penTICl1'>MlllrDclno of the _I oIru<:1uno lithe ~ oflhe _nil d<m;_. for g<IIlIIral guido""", NgClfding
fol:lrfcoflon. quoIty contro~ st=rage. dellooory. _ and Ilrc>dng. cor>lUII ANSI/Un QvDlly otIeda. IlSlI-I9 ancl JCSIl ...... Campaooal
5aIeIy lnfDrmall"" _bitt from rMl Pb!e 1NlIlule. 583 D'Onolria Driwe. -.. WI 53719.
7177Qroenbook\.ane _
_lOll
CIlrvo Hoill*. CA, 95&10
MiTek-
I:cs I:~ 1:=
PRECISION ROOF TRUSSES, ClACKAMAS,OR. 97015
IT;] GLC HOMES. TMOT - R1~
2 Job ReIeren\:e lOIlIionaIl
6.100 $ Sep 172004 MlTek Industrillll.lnc. Sel JLI11111:02:37 2005 Page 1
7+0
7..900
15-&4)
7-~
2a-3-0
7-9-0
3I-Qo.O
H'.o
-4ldl""
8
Sc8le = 1:56.8
I~
w=
10
hS II
9 8
4>::6"" lIlc8=
7
4>::6=
8
hS \\
iilcll=
fl.O-12 1'-~12 lH-4 24-11-4 8140
l\-Oo12 5-2"() 8-&-8 5,2-0 6-0;12
Pla18 O"-ls OC Y)' T1-0-4-0 0-1-151 12'1).2-<l1).2-41. f4'D-2-o 0-.2-41.15'0-4-0 0-1.161 16'0-5-3 o.o-al f7'1).2-8 0-2-81. f9:0-2-8 0-2-81 110'1).3-51).0-01
. . . . . . , . . . . .
LOADING (paf) SPACING 2-0-0 CSI DEFL in ODG) lJdell Ud PLATES GRIP
TCll 25.0 Plates Inause 115 TC OA9 Vert(U.) -0.04 9-10 >999 240 MT20 2201196
(ROCJf SnDW"'25.0) Lumblll' Increaae 1.15 Be 0.41 Vert(TL) -0.08 9-10 >9119 180
TCDl 7.0 Rep SIlwllIi lna- NO lJ\IB. 0.90 Horz(TL) -<l.01 1 nI. nla
~g~ 0..0 Code IBC~3ITPI2002 .(MalrIx) Weight .,21b
DL 10.0 . .
LUMBER
TOP CHORD 2 X 4 OF No. 1&Btr G
BOT CHORD 2 X 10 OF SS G
WEBS 2X40FSldG
BRACING
TOP CHORD
BOT CHORD
Slruc:tunll wood sheeIhIng directly applied or 6-Q.Q DC purliml:
Rigid e:e8ing llirec:llyapplled or 10-0-0 DC bracing, Except:
8-0-0 DC bracing: 7-9.
REACTIONS (IWsIze) 5=29281ll-S-8, 1-148910-5-8,7=154110-5-8
MlllCHorz5e-1080oad CIUIII S)'
MaxUplilJ5....5290oad cae 8), 1....2S9(Ioall ease 7), 7....1296(1clM cae 8)
MaxGrav5=31410oad cae 3), 1=1n"l(1oad case 2), 7-7541(1aad c:aae 1)
FORCES (Ib) - 'Maximum Compression/Maximum Tension
TOP CHORD 3-4=-29211993,4-5='-2911/462,'-2-2&471372,2-3....,1261.208
BOT CHORD 1-10-25912243,9-10=-207/17117, 8-9:-3281184, 7-8-~281184. 6-7....,501647, 5-6'"-45512487
WEBS 4-7=-33301701.3-7....30031526.3-9-31212046,2-9=-13851344,2-10=-115/988,4-6=-682/4075
NOTES
1) 2-ply truu ID be c:onnecllld togtIlhtIrwilh 0 131"x3' Nab as follows:
Top chords connec:led as 1bIIowa: 2 X 4 - 1 row III 0.9-0 DC.
BoIIDm chOl'da cormected as fallows; 2 X 10 - 2 rows at 1).7~ De
Webs connected .. follllW8~ 2 X" - 1 row at 0.9-<l oc. (
2) All loads are conaidenocl equally applied III all plies, ..-pt If no1ed as front (F) or back (8) race in the LOAD CASE(S) section. Ply ID ply
connectlom; haW been proYil:led III diG1rlbu1e only loads noted as (F) or (B), unless otherwise lndicatBCl.
3) 'Mild: ASCE Hill; 100mph; h=26ft TCDL.....2pef: BCDl=6.0pef; Category II; E)(Jl C; enctosed; MWFRS Interior zone; cantilever left anll
right exposed ; end wl1lcal left 8tld right expoalid; Lumber DOL=133 plate grip DOL=1 33
4) TClL: ASCE 7-91; Pf=25.0 paf (lIat roaranow); Exp C; Fully E)(Jl.
5) Unbalanced 8IlClW loads haw been ccn8ldentd for this design.
6J-Ihia.trusa..hasllelln_d.~1RrJ lCtO~~.live load no~~.! wI.!!1lll!}'E!hltT-.~ Ioa...!'~:.... ... ._
7) This_truss l!lquires pla1l:.inspecliPIt plll:.tbe_TdlC9ltnt MeIlhQd wItlln.fttia:truu .la. ~ for ql.!aIlly a~nce TnspeicliDii
8) A plate rating reducticn of 20% hu been applied for the grilen lumber membBlB.
9) this truss Is dealgned in accordance wIIh tile 2003 International Buldlng Code section 2306 1 and referenced stand8n:l ANSVTPl 1
10) Girder CIlniea II.... $pan{s): 840 from 0-0-0 III 2~; 32-0-0 from 20-0-0 III 31-0-0
LOAD CASE(SI Slandard
Continued on page 2
! EXPIRATION DATE; 12-31-05 I
June 13,2005
A ...~. Pllortir.,....,..___-JIalUl__0li2'Jillll.MJ)JIIICUlD2D__~'_/lllJ.H'r3__
Design va&cllcr we onlr wIh Mrek c:onnectcrI. 1hk deoign" bc>oed only upon paro_ -. and if lcr an individual builcliog ~nl.
Appllc:abiily <>l design ~ and _11l<XlrpC)(<llio <>l """"",*"" teoponllbllly of buiIdOlg de3igner - not _ deoig_. 8rac:Ing shown
if lot Iaierabupport of ..clMduclweb ....- DI1!y. -ternpcoclY Ioto<:lng 101_ sIol:Jlllydurl"ll cc_" 1he.~ 01...
erecto<. _ ~ broci'lg 0I1he _strucMe" IheresponMlyollhe b<Mding __. far _"""I gulda""" NIgCI'dIng
~~~=-~;:~=s83'l,.~~~~0llEl0.Dsa-"andICSl18ulldl"llCamp-
7T71__Lano .1_
_'08
CI!Juo Hoigtrta, CA, 95610
MiTek-
/:cs I: ,::=
PRECISION ROOF TRUSSES, CLACKAMAS,OR. 97015
m:=:: R16~1
6100a Sep 172004 MTekllldLllllries,lnc. SatJu/1 1111:02:372005 !>8ge2
LOAD CASE{S) Standard
1) Snow: Lumber 1n_1 15, Plate 1ncreue-1 15
Unll'onn Loads (pII)
Vert 1-1....146{F...126), 5-7~5O(F-30l, 3-600-64, 1-3-84
.41. 11'_- __ ....._--__ OWftJ/l!lAllJ)nfCUlDBI).III2:IIIi'JlBF.BRIl:lII:Z___'T4n1_-.
Design V<IIcI fCII _on~wIlh MT_ con~ 1hS deoIgn if _ only upon pcIIaIl'lIllM......... and ill for on 1_ buidi""component.
AppIcobi!y oIdeslgn _""... and _""""".....1..., 01 c:c>n1pCl<\IInt..lWIpOI'IIIbIIfyof~ deo/gll..- not Irus deoignor.lImcl'll_
ltfor_lIUppClrt 01 indMduolwel> _ ""!y. AddIIionollernporaryllroclng to _ JlobIty during construction is "'" ~ of !he
eNCtcr. _ ",,"__11 bmclngollhe _ stlvclonok 1"" reoponoIbIIty 01 tile b~deoIg_. ""'genlIIO!guido..... ~
fc:l>ricoflon. quo., conIrot sIQroge.~. erection and ~ cONUll ANSI/fI'lI QvollyC... _lit and BCSIllu11dJnc1 (;0"--
SaIely -- oYOiloble 1iom T..... PIo1e inIlIluie. 583ll'Onofrio DIlle. __ WI 537t ,.
7TT70_bactt.ane ..
_109
CIruo Helglo1o, CA, _10
MlTek-
J~7C8 1::- l::::e
PRECISION ROOF TRUSSES, CLACKAMAS,OR. 97015
m:== ~1~
6.100 s Sep 17 2004MiTeI: lndUSllies,Inc. SalJun 1111:02:40 2005 Page 1
r'~1
l.(l.O
~1-o
12-'-0
4lrA =
~
2
~:=
2ll
2>3 II
25
2>3/J
2.
2lCl1I
22
2>c3 II
23
2>3 II
21
2>3 II
20
5115 =
19
2>311
24-2-0
24-2-0
18
2lCl II
~
12-1'()
f5-2-C I
1..Q.O
Scale" 1 :-46.6
2>3 II
11
1.
15Ji
C>
17
2>3 II
16
2lCl 11
3Ilo4=
PIBIII 0IfaeIII OC Y)' 120'1l-2-ll 0-3-01
,
LOADING (paf) SPACING 2-0-0 CSt DB'L in (Ioc) Vdefl Ud PLATES GRIP.
TeLL 25.0 Plates Increue 115 TC 0.10 Verl(LL) -0.01 15 nlr 120 MT20 22011115
(RocI'Sn0w=2S.0) Lumber [__ 1.15 Be 0.04 Vert(TL) -0.01 15 n1r 90
TCOL 70 Rep Str.s Incr YES WB 0.09 Horz(Tl.J 0.00 14 nla nJa
BOLL 0.0
BCDL 10.0 CocN! 1BC2003ITPJ2002 (MlIlrix) 'Neigtrt: 119!1I
LUMBER
TOP CHORD 2 X . OF No.1&Btr G
BOT CHORD 2X4 DF NO.1&BlrG
OTHERS 2 X 4 DF S1d G
BRACING
TOP CHORD S1rucIuI'lll WOOd 8blllllhlng direclll' applied or 6-C).0 DC pw1ina
BOT CHORD Rigid aiillng dln!dly applied or 10..0-0 oc bracing.
, REACnONS (Jb(Ili%e) 2~61124-2-0, 14:162/24-2-0, 21"'52124-2-0, ~168J24-2-o, 23=168124-2-0, 24=168/24-2-0, 25=167124-2-0,
26=170124-2-0,20-167124-2..0, 19c1611124-2-0, 18=188124-2-0, 17-167124-2-0, 16=17004-2-0
M8x Horz>158(load c:aae 8)
Max UplIIrl-5Il(Ioad case 5), 14=-llB(Ioad cae B), 22--82(1oed case 7), 2~1 QOlId case 7), 24t0-86(1oad C8lI8 7).
25a-92(108d case 7), 260-75(1cad case 7), 2o-79{lolld case 6), 19=-91(1olld cese 8), 18=-86(1oad ca.. 6),
17a..Q2{101ld celie 8), 18=-7~oad case 8)
Max Grav2>=231(1oed case 2), 14=232{1oad case 3), 21=152(1oad case 1), 22=244(1oad case 2), 23a234{load case 2),
24a235(I08d case 2), 25=235(load case 2), 26=235(1oad case 2), 2o-242(1oad cae 3), 19=235(load case 3),
1e-23S(iolId cae 3), 171'235(1oad case 3), 18=235(1oad caee 3)
FORCes (Ill) - Maldml.ll'll COmpras$ionlMaximum Tenaion
TOP CHORD 1-2=0148, 2--3=-160149, 3-4a-103182, ~5tlI114, 5-6>0-581147, 6-7"'-581161,7-81<-621208, 8-9=-601198, 9-10>0-60/146,
1o.t 1 =-61186, 11-12-e1I5O, 12-13-e1J2B, 13-1....93128. 1-4-15=0148
BOT CHORD 2-26=01145: 25-26=01145, 24-25=<11145, 23-24aQ1145, 22-23a01145, 21-22..ot145, 20-21=01145, 19-20=01143, 18-1e-o;1~:\
11-18=01143, 16-17010/143, 1-4-160001143 l
WEBS 8-21""1~. 7-22&-2031101, 8-23oc-194/114, 5-24=-1951111, .-25=-1941114,3-26=-1961108,9-20=-2021103,
1o.1ia-1941116, 11-18=-195111" 12-11=-1941114, 13-16=-19611.07
NOTES
1) 1MnCl: ASCE Nil!; 100mph; h=25ft; TCOL....2psf, BCDL=6.0psf; Category II; Exp C; endosed; MWFRS gable end zone; cantilever left
and light expoaod ; end wrticaI Jell and right tIXPOhCI; l.JJmber DOL-1 .33 plate 9'rip DOL-l.33.
21 IMJ.JllrilljgmgJ!!rwlnd loads in the plane of the trusa onl~ For studa expoaed 100 wild (normBllo the face), see MlTek "Slantlatd Gable
EnctDelale . -. . .-
3) TCLL: ASCE 7-98: Pfo<25.0 p&f (flat roof enow); Exp C; Fully Exp.
4) Unbalanced &/lOW foaO$ halllllleen Cl:IMIdered for this dll&ign.
5) ThIs trusa hu been designed.for 2.00 tlma flat 1tlClf101ld of 25.0 psf on overhang6 non-concurrent wtlh other Iiw lcladi.
6) This truss has been designed. for a 10.0 pst bottom chonIliIIe load nonooncurrent wtlh any other IMl JoacIs.
7) This truu requi_ plate lnspecllon per 1IIe Tooth Count Method when this truss ia cho...n for quBlity assurance in&pection
8) Gable requires continuous bottom chord bearing.
9) Gable aWda lIfl8CIOd al2-0-0 OC:.
t Ol A Nte ratina reduction of 20% has been applied for the gl1Mln lumber members.
CoMlniled on pa II 2
[ EXPIRATION DATE; 12~3H6 ]
June 13,2005
.a. .-. ..........._- _lI'ODS OK_A1IDJIICalDai~~P___""1'3 BIlI'OJlIlll$&.
.Design wid awe onlywilh Wet",,_ Thioclelignio _""'" upon pora.......'-.. andsaon lndMdual buiIo:I''''l;I eomponent.
C~::g=~~~.=:l=~~':t,~~~~l:;"b=~:=n
=fio,~=::.;t~':*...=~:~~~~~~di"'u":'..reg:~.....t
$af.ly-... CMlIIabIefromTIUIS PIal.IN~ S83 D'0n0Iri0 Drive. Mo<fisorl. WI 63719.
~~:-...... ..
~Hol;hls.CI\,lI5Il1
MiTek-
!~ rN. IT~T~
GLC8 01 COMMON
PRECISION ROOF TRlJSSES, CLACKAMAS,oR. 97015
rn GlCHOMES TMOT - R1-1
Job RefInnce lolllionall!
6.100 $ Sep 17 2004 M1TekJndus1ri811. lne. Sat Jun 1111~Q2:40 2005 PIIge 2
NOTES
11) This lnJas is designed in acc:ordllnee with the 2003 International 8undlng Code $liIdion 2308.1 and Ill~renced s1andard ANSllTPI1
LOAD CASE(8) SlIIndard
.A. ...-. VorfIlr......__ .......u>lIODIIlIIr23l/ll ~JlIICU/lQ:D.omza-~J"__"4n ~ rID.
Design vaicllor.... only"'" MI_ ~ ill;' ~ is tx.ed only """" ____ and Isloron IndiIIldo.JaI ~ component.
Applic:obillly or~n ~ond paper j""",,,,,,..li,,..orcamponentb~bfbuld""'ll_gner- noIfMsdeolg_. 8R>cing_
is 10( 1oJeto1$UppCXlQ/ hdMcNalweb rnenm..only. _,_ bracing 101",.... ,fabillly duMg CO_ islhe respcnJl!:lIJileflhe
~. - permonanlbtoQnqeflh& _rolNclureis lIleresponlibllJyor_ buII<:Ilngdes!gnw.I'orge/l_' ~""'~
fobkofion, quollly""'*'>l,-..g... d.......... __ end l:r'oQng. """su~ ANSI/lPll Qualllv ow.n... _ ...d IOn ~ Compooent
Scftly lNom>aIIon ~ ""'" r..... _'....u1e. 583 D'O_o Drive. Modison. Wl53719.
TTT7_Lono ..
$vie 109
CIIruI Heighlo, CA._I
MfTeke
Job
GLee
GLC HOMES TMOT -
Truss
C2
PRECISION ROOF TRUSSES. Cl.ACKAMAS.OR 97015
r1401
1-000
6-3-~
6-3-12
~-1-o
5-e.4
17-10-4
H-4
4lc5 ::::
"
U2-o
&03-12
1;!6-2-o1
1-000
Sc8Ie c 1 :46.5
LOADING (pst) SPACING 2~ C8I DEFL In (Ioc) IIdllft IJd PLAlES GRIP
TCU 25.0 PIlI1es mc:r- 115 Te 0_42 Ven(LL) -0_08 6-ll >999 240 MnO 2201195
(Roof 8_25.0) Lumberl~ 1.15 Be. 0.42 Velt(Tl.) -0.28 6-8 >999 180
TeOL 70 R*p StrlIss lncr YES we 0.33 HoIz(TL) 0.05 6 nIa nIa
BeLL 0.0 Code l8C20031TPl2OO2 (Mafrix) weight 1011b
SCOL lQ,O
/lldl=
10
3>OC '"
9
3x5=
8
3014=
~'13
_'13
1~1~
7-3-5
LUMBER
TOP CHORO 2X4 OF No.1&BtrG
BOT CHORD 2 X 4 OF No.1&Blr G
WEBS 2X4DFS1dG
BRACING
TOP CHORO
BOT CHORD
structu.... woOd cllMthlng cIlr8clIy ~pIllld or 4-4-7 DC purflns.
Rigid cdng dlrecllyapplied Dr 1~ DC bntcing
REACTIONS (1b18ize) 2-10741O-5-8,8=o1074JO..5-!l
Max HDlZ2'"-8ll(laad cue 8)
Max Uplift2a-1ll4(1oad cne 7). lI-194(la8cI case 8)
Max Grav2=1266(Joed case 2). 8a12e8(load case 3)
FORCES (Ib) - Maximum Compresslon/MlIlCimum T_lon
TOP CHORD 1-2:0149.2-3=>-19091230,3-4=-1587/234, 4-5=-1687/234, ~1909/23O, 6-.".0/49
BOT CHORD 2-1()::.210tl586, 9-10J=.60J988, 8-8--601986, 6-80=-111/15815
WEBS 3-1()::.547/195, 4-10=-841758, 4-8=-861758, 5-8=-647/196
NOTO
1) V\IInd: ASCE 1-98; 10Omph; h=251i; TCDL....2psf; BCOLoo6.0pW; c.tegory If; Exp C; enclosed; MWFRS in18rior zone; cantlewor Jefland
rigllt expoud ; end wrticallefl and right 1tXpD88d; Lumber DOl=1 33 plata grip DOL=1 .33
2) TeLL: !'.SeE 7-98; Pfa<25.0 pst (IIat ItIOf snow); Exp C; FuBy Ex,o
3) Unbalanced lII10W loads hll\le been CXlmIicIenlcI forthil delign.
4) ThlllrUlS has been designed for 2_00 fi/ll8$ flat roof load of 25.0 pst on ovwhangs notHX>nCUIlent WlIII other Ilw loads.
S) Thill truss has been designed ror II 10.0 pst bottom choId We load nonc:oacurrent with any other Ilve loads_
8) This lrU&a requil8s p1llte inspection per the Tooth Count Method when this trtlss Is chosen for quallljl assul'llllCll inspection
7) A plale ruting .-ductlon or 20% has been applied for the green lumber members.
8) This lru88 ia d8$lgn1ld In accordance wllh the 2003 International Building Code seclIon 2306. 1 and nmnnced s1andard ANSllTPI 1
LOAD CASE(S) Standard
3Ic8 =
~
8-:l-1!
A _. J!OrI*......._ __Jr02ZS OI1t'J1111l'AlIllJM::UmllDJftIZ'__J'_~4P3 ~ 118&
Oestgn...1'd fer_ ont,I- Ml'et.ecnneclcn. lhbdeolgnJo baoedcNyupon pamrneIen""""'- and;' for on indNidual buikf"'g~.
AppicoblllyofdeoTgn ~''''oCI_inccop<nlIon of _rir~ of b'-'" clelignw- notlruu deoi!lnw. 8roc:lng """'"'
is forblerol= Of_web _ only. ^"dillonoltemporooy brocing joi_JIobil1ycfuring c:onotrvcfion 10 !he ~ of...
<ncIor. ^" _"."'1 boI:l~ of "'" ........_10 1he -'bo~ buldI1g desigrw. Fcrg......,lll"idoR<*,.,gording
~~~t":=~serO'=-&t:.~ wrsf'i,'rYOIMlo..IlSl.89 _1C3l11lu1d1n1l C<anponenI
7777_lane ._
_'09 .
ClWo HolghIo, CA. I5el0
MiTek-
I:: I:~
PRECISION ROOF TRUSsEs, CL.Aa<AMAS,OR. 97015
1=
~~-~~. I
1 2 Job Refenmoe (opllooal\ R1~
6.100. SlIp 17 2OlI4 AIITlIIc IndUltJlos, Ine. MaII.!un 13 15:41:48 2OOl\ P_1
6-0-12
6-0-12
12-1-0
6-0-4
18-1-4
6-D-4
I
Sl(f II
3
6.00 ru
9
3lI8 II
8
10x'10 =
7
6><10 MT18H ""
PlaIe 0ff8el8 (X,V):
L.OADING (pat)
TeLL 25.0
(Roof Snow=25.0)
TCOL 7.0
BCl.L 0.0
BCOL 10.0
LUMBER
TOP CHORD
BOT CHORD
6-0-12 12-1-0 18-1-4
6-0-12 6-0-4 6-0-4
[1:O-11-11.~2], 12:0-1-12,0..2-01. f4:O-1-t2.o-2-()).16:0-4-8.0-1-8J.I8~;().6-4I.I9:(HHl.0-1-8J
,
SPACING 2-0-0 CSt
"'ates /~ 1 15 TC 0.88
LumberlnOruse 1.15 Be 0.99
RtIp SlnIss Iner NO WB 0.86
Code 1BC2003fIP12002 (Mstrix)
DEFL
V8rt(LL)
Vert(TL)
HoIz(11.)
in
-0.20
-0.48
0.14
(Ioc) J/deft
8-9 >999
8-9 >597
5 nla
BRACING
TOP CHORD
BOT CHORD
WEBS
2 X 6 OF No.2 G
2 X 8 OF SS G 'Exoepl"
5-72X6 OF S$-G
2 X 4 OF SId G "Except"
3-8 2:X 4 OF NO.1 &B1r-G
Struc:tur81 wood iheethlng
Rigid Q8//ing direc:lIy applied
REACT10NS (lblsiza) 1~, 5=8459/O.S.8
Max Horz t--106(10ad C8ll& 5}
Max Uplifll....1.502(IDad case 7), 5"'-1605(1oad Cll8e 8)
Max Grav 1 =8612(108d ease 2), 5=8608(1oed Cll8e 3)
FORCES (Ib). Maxlmu~ ComP/'MSkmlMexlmum Tell$lon
TOP CHORD 1-2=-15286Q667, 2-3&-10172/1827,3-4....1017911829, 4-10=-15087/2635, 5-10....1509912615
BOT CHORD 1-9=-2402113708,8-9=-2402113708,7-8=-2300113535,6-7=-2312/13492. H=-2312/13492
WEBS 2-9=-59913753,3-8--146718514,4-6=-58013624,2-8==-6226/981, 4-8=-4ll921944
NOTES
1} 2'1'1Ytrusslo be conmlCled Iogelherwith O.131"X3" Nens.. foIfowa:
Top chonis connected ufo/Iowa: 2 X 6 - 2 rows a/ 0-9-0 oc.
BoIlDm chords c:onneded ..follows: 2X 8. 21'OW11.ato-7-D DC, 2 X 6- 2 rows 81 0-7-Doc.
Webs connected 88 follOWS: 2 X 4 - 1 row at 0-9-<l DC.
21~;~~.re~equ~a~-,t.g!!IC'rdt~~~(~Dr~(B}~~_~~~{S)811cllon
....,. to 1"" eonneclIons nave l"uY,,--.1o on,,. ",,",,8 n..... as (.-, l!l' \u/, unJiSi ulnOftWlOlll.lI1u""""",.
3) WInd: ASCE 7-98; 100mph; h"'25ft; TCOL"'4.2psf; BCDL-6.0p8f; Ca1egDIY It, Exp C; enctCll8d; MWFRS inferior zone: c:antllever
left and right exposed ; end ver1iclIlleft and ~ht lllCp08EId; Lumber DOL=1.33 plate grip DoL"'1.33.
4) TeLL: ASCE 7-98; Pf-25.0 pst (flat roof snow); Exp C; Fully Exp,
5} UnbIIIancad snow Io8ds have bean c:cnsIdered for th15 d88lgn. ,
8} Thistrusa has been designed fora 10.opsflloltom chord live load nonconcurrent with .nyother live loads.
7} All pl8le8 _ MT20 plale8 unl88ll olherwl8& Indloeted.
8) ThI8 trusa requtres plata Inspection perth. Td Count MlIlhod when this truss is chosen for qualilyassunlnce iMpllCtion
9) A p1at8rat1ng redUCtion of 20% has been applied for the green IIImber membera..
10) Provld8 mechanical connection (by others) oftnsss to bearing plate capallle of withstanding 1502 Ib uplift at joint 1 and 1505lb
uplift at joint 5.
11) ThIs truss is dlllligned In acc0rd8nca with the 200S international BuIlding Code sectlon 2308.1 and I'lIferancad standard
~1. .
.~-'-''''''''',*----_Oftnur~lIIIClLQIllIIl___N_'''''''4f'S__
I ,.,Q,WgD~""GI'lIywilh MII'.ccmeclcn.1hIsdeolgnll baoed ol'llyupon~1hcloon, mdlsforan r.ct.ridual ~"""",,MnI.
~deSign~""""and_InooIpoo_.oI oomf>OlW'llsl'lOlpoNlbMyolbaMigl.., -noIlMs dM1g_.IlroctIg-.
Isfor_SUIlPOdol ~- __ orly. _~ boac:roglolnsIRJIabIIty c:onINdIcnllll'e ~ 01....
enoc:tor. AddIIionoI pennonenl bmc:ing ol-1l'1e ~n sIructuM Is the~Wy 01 the ~ dellgner. geneJCI auIdance I8g<lIdlng
fOl>ri<:otion. quolly oontroI. &torcge.d8IveIy, ....,..", ond ~ c:onIIIAl ANSl/I'"' Quality 0fIetlQ. DSI-It IIIIllIC:SII ......... (:ompoMnt
eo...........1vo1lable from rIUA _1nIlIMa. 583 D'Or1clMc 1:IrMt. MCICIiIon. WI 53119.
24-2-0
6-0-12
SOllIe = 1:39.11
10
II
6
'3x7 II
6d2 ~
24-2-0
6-0-12
Ud
240
180
nIlI
PlATES
MT20
MT18H
GR"
2201195
220/195
EXPIRES: 01-24-06
7777_LlIna ..
Sola lOll .
Cllrus HeIghIo. CA. 15810
MlTek-
I~: j:russ
PREa6ION ROOF TRUSSES. CI.AC1<AMAS.OR. 9701~
1=
D:J GLCHOMESTNOT.. Rl_ ,
2 Jab Reftnooe {oPlionall
S.100_Set> 17 2004 M1TelC'lnduables, lno. -. Jun 1315:41>48 2005 Pooge2
LOADCASI!lS}
1) Snow: Lumber ma-=1 115, Plate 1ncrease=1 15
UnIform Loads (pit)
Vert 1-S--S5O(Fos.63O). 1~, 3-10=-64, 5-10--50
2) Unb81.$now-Left: Lumbllr 1~1. 15, Plate 1nc:t88sea:115
Uniform LOIId. (pIf)
Vert 1-s-..e50(F=-630), 1-3=-97, 3-10--14
3) Unblll.snow.Rigllt Lumber InCf'8888lo115, P1a1e 1~115
Uniform LoIlde (Plf)
Vert: 1-5=-65O(F"-630), 1~14, 3-10"-97, 5-10:-83
4) IBe Be Live: Lumber In_1.25, Plate 1ncreaH=1.25
Unlfotm Lollds (pit)
Vert 1-6=-295(F....255). 1-3....14, 3-10=-14
5) MWFRS Wind Left: Lumber 1nclease=1.33. PIaIe Inaease"1 .33
Uniform Loads (Pit)
Vert: 1~103(F=115), 1-3=3, 3-10=17,5-10=26
HolZ: 7-S-288(F). 1-3--12, 3-5=26
6) MWFRS Wind Right Lumber Inc_1.33, PlIIte InClNE'"1.33
Uniform Loads (pit)
Vert 1-6=103{F=115), 1,8=17, 3-10=3, 5-1()O:O12
Horz: 7.fF268{F), 1-3=-26,3-5=12
7) MWFRS 1. WInd Perallel: Lumber Increase=1 .33, Plate Inorease=1 .33
Uniform Loads {pIf)
Vert: 1-5-103(F"115),1-3=27, 3-1()OO14, 5-10=23
Harz: 7-8=288(F), 1-3--36, 3-6=23
8) MWFRS 2nd WII1d Parallel: Lumber 1ncrHH=1.33, Plate Inc_1 .33
Unifonn Loads (pIf) .
Vel!: 1-5=103{F"115), 1-3=14, 3-10=27, 5-10"36
Harz: 7~268(F), 1-3;..23, 3-5-~
A Il'_. ............_-Jt&II)-_ftmIAJID~__-.m__,..n__
Design va/Id fctuse or4y_ Mil''''' <:cnn8CICR. TIlIs<leslQn ~ _ only upon pararnelOR """"'" cncl is loran indMcIuCII buiding COI'I1ponMf.
~ of deIIg"P"!'!":*'_Ond _incolpclIQtIon of """"",*",~~ol bI.iIdJng desIgner_ nlll_ dIIsIgner. Bmc01g_
is lcr_ support 01 indMduaI_ mem...... only. _Iempcn:oy I:Imc:tra to NureJlabmydillngeonsllucllan ~ Ih8 ~11i1y oI1na
<netor. - '*"""*" bIacing oIltle ........ slnJcture ~ lIle responoil:liIiI 01... b'**'ll designer. Fer general g..octance ~
labic:aIian, quclily <l<lI'IWI. "",,-, deIlvely, erection cmct broci>g. c:ormM. ANII/IPIl QllaIIIy CIlIerID. DSs-at and SCSll "'1IfI Component
s-, - ClYQllable trom Truss PIaIe IrwII1uIe. 5B3 D'Onolib llIMt. Madion. Wl5371 9.
7TT7_Lono _
--
CIrus H~ CA, lllIlllO
Mi18k-
Job
IV"
TMlSType
GLC8
COMMON
PRECISION ROOF lHUSSES. CLACKAMAS.OR. 97015
1.1-0-0 I
1-0.0
11-!l-O
11-3-0
22-lHl
11-3-0
,2H-O,
1.0.0
Scale. 1 :~.5
.obo4==
7
8
12
131~
3><4-
22
2>C3 II
21
2>1311
20
;b3 II
19
;b3 II
18
2le II
17
2lc3 11
16
2>1311
15
2x311
14
2le II
3><4-
.
LOADING (pst) SPACING 240 C8I DEFL in (1oc) lldeft UtI PLATES GRIP
TeLL 26.0 P1a1ea Increa.. 115 TC 012 Vert(Ll) -001 13 nJr 120 MT20 220/195
(Roof Snow-25.0) Lumber In~ 1.15 BC 0..05 VlII1(TL) -000 13 n1r 90
TeOl 70 Rep sv- Incr YES WB 0.08 Horz(TL) 000 12 n1a n/a
8CLL 0.0
BeOl 10.0 Code IBC2OO3ITP12002 (Matrix) Weight: 1071b
220600
22-lHl .
LUMBER
TOP CHORD 2X4 OF No.1&BtrG
BOT CHORD 2 X 4 OF No.1&Btr G
WEBS 2Xo4DFStdG
OTliERS 2 X 4 OF StdG
BRACING
TOP CHORD Struclul1ll wood she8lIllng cIInld1y applied or 8-0-0 oc pufllns.
BOT CHORD Rigid ceiling d1red1y applied or 10-0-0 oc bJ'8dng
REACTlON8 (Ib/&ize) 2"198122~, 12=196122~, 1l1z1llB122~, 20=176122-6-0, 21=136122~, 22'"258122-6-0, 17=166122-6-0,
1e-178122~.15=135J22.6-0, 14E2S9/22-6-0, 18=1S4122~
Max Holz2=94(IOIId case 7)
Max UpJif2--4O(loIId case 7}, l:Z--58~08d case 8), 19=-45(1oad ClIlI8 7), 2llz..61(1oed case 7), 21~10lld c_7},
22---64(Ioad ca8e 7), 17=-43(1oad case 8), 16=-52(1oad case 8), 1~d CIISe 8), 14...e3{1oad _ 8)
Max ~"'280(load case 2), 12=280(1oad C88e 3). 19=241(load caR 2), 2O=245(1oad case 2), 21=189(load case 2),
22=3S9(1oat:1 CIIS8 2), 17=241(1oad case 3), 16=245(1oad case 3), 15=189(1oad ClIlIe 3). 14=359(1ol1d calle 3},
18=154(1oad cue 1)
FORCES (Ib) - Maximum CompresalonIMlIXlmum Tei1alon
TOP CHORD 1-2000148,2-3"'-88158.3-4"-69167, +5=-58190, 5-6-68/117, 6-7=-621138. 7-8=-621132, 8-9--58J95, 9-10=-56153,
10-11'"-61l128,11-12=-86158,12-13-o148
BOT CHORD 2-22-0195.21-22-0195,20-21-0195,19-20=01:95, 18-19-oJll5, 17.18=0195, 16-17=0195, 15-18-0195, 14-15=0195, 12-14=0195
WEBS 8-19=-202le9, 6-20=-201176,4-21=-164164,3-22....282198, 8-17-202187, 9-18=-201177, 10-16=-164J64, 11.14=-0282198,
7-18=-11310 I EXPIRES: 01-24-06
NOTES
1} Wind: ASCE 7-98; 10Dmp/1; h=26ft; TCOL=4.2paf; BCDL=6.Opst, CllIegory II; Exp C; enclosed; MWFRS interior zone; cantilever left end
right ~d ; .mvertlcalleft.llla rlghtlllqlOMd; Lumber DOL=1.33 pla1e grip DOl=1.33.
2} Tru8a dHlgned for wind Ioada In the plane at the lruM only For ftjdtl expoeed 1Io wind (normal to 1he '-), _ Mm~k "SlIIndard Gable
End OelalIo
3) TCLL: ASCE 7-98; Pf=25.0 pst (ftat lDaf snow); Exp C; Fully Exp.
4) Unb8Janced ~Ioade 11M been con.idenlcl forthie delsign.
5)1llWtro....l1asbeen.delignedi0r2.00'linMls'tat.RlOt1oIllt0t25:0lli&forrovertnlng.-ntllFCOrll:ul1'eJlt"Nllh.Olher1lw.lowds:
6) This tro~ has been designed for. 10.0 PtIf bottom cl10nllive load nonconcurrent with ariy other INe loads.
7) This lru$$ requinN pllIle inspection per 1he Tooth Count Method when this 1nm is chosen for quel~ usurance inspection
8) Gable requires con1lnuollS bottom chord bearing
9) Gable $tUd$ ~ at 2-0-<1 oc..
10) A plate ratlng reducllon of 2O'l(, has been applied fer the green lumber memb_.
11) This troIS is dIlsigned In IICCOrdanoe wlth the 2003 IntemationaJ Buldlng Code sedlon 2306.1 and ",rerenoed .laJlderd ANSI/TPI 1
LOAD CA8E(S) Stlmclard
[ EXPIRATIQNOATE: 12-31-05 ]
June 13,2005
A -- ~...,...__ -_ ON'lBlllAIID.IIICUIIlIIZl_.......-....PAlB_1f...1f3__
== Ior_ontvwtn MTeI<connoocIcn. Thio dtIIign io baMcI only upon _....Ihown. and. lor an IndMduclllou_lI =mpcnent.
A . of deoign ond_~ of"""'l>OMflllo~ d deoillIner' not _ derIg_. 8Iuc:lnQ shown
~ lor'" ...JUPPOIiOl~_only. _llempolOly bracing loiN....."'=urlngc;ons1ruclon 101lMo1~~1) of !he
ClfeCIIor. AdditIOrlol '*""'..... btocinlI ofllMo ....",..lno;tur.b 1IMo_""bity Offhe bUlcIin{oo deslg_. for 11- Q\lldance ,eggrding
IabIoalion. _Illy eanlrd, II-.~. - and b'acklg, """suit AIiSlm'Il Qu..... ClIIeda,IlSU' and IICSn -II Campo"",
SaIw4y -- crvallable!rom Trws I'Iate iNftlule.!ill3 D'Onollli> DrIve. Mad...... WI 53119.
T77TOro_Lane ._
_loa
CiIru. He!gIlt&, CA, _10
MiTek-
Job
Tl1lss
G1.C8
02
PRECISION ROOF TRUSSES. CLACKAMAS,OR 97015
1-1.u1
1-0.0
&-10.12
&-10.12
11-s.o
5-4-4
16-7-4
5-4-4
4lI4 :::;:
.(
2Z-8-o '
5-10-12
r 23-Il-O I
,-0.0
Scale -1 :42.$
I ,
LOADING(psf) SPACING 2-0-0 C8I DEft.. in (Joe) Udell LId PLATES GftlP
TCLL 25.0 PIa_ Increase 115 TC 0.38 Vert(LL) ..0.21 6-8 ,.999 240 MT20 220/195
(Roof Sn0w>=25.0) Lumber fnaease 1.15 Be 0.64 Verl(TL.) ..0.86 8-8 :><\03 180
TCDl 7.0 Rep Stnlu Incr YES WB 0.43 Horz(Tl) 0.05 6 nI8 nI8
BClL 0.0
BCDl 10.0 Code IBC2oo3ITPI2002 (Matrix) WeilJht 911b
4lcll-
8
alCIl=
11-s.o
11-s.o
2Z-8-o
11-3-0
WMBER
TOP CHORD 2 X 4 OF NO.1&Blr G
BOTCHORD 2X4DF Nc.1&BtrG
WEBS 2X4DFStdG
4.1lll=
BRACING
TOP CHORD StrucIuIllI \tlOCld stlea1hing directly applied or +-7-15 oc pullins.
BOT CHORD Rigid ceiling directly applied or 10-0..0 oc braetng
REACllONS (Ib/size) 2=1004l0-S-a,6=1004/O-S-a
Max Horz2=94(loed caR 7)
Max lJpJlIt2=-184(1oad case 7), 6=-184(1oad caR 8)
Max Grav2=1186(1oad c-. 2), 6=111l6(load case 3)
FOftCES (Ib) - U8xlmum Ccm~m Tension
TOP CHORD , -2aOI49, 2-3=-17031235, 3-4=>-11601153, 4-5=-11601153, 5-6"-17031235, 6-7z0l48
BOT CHORD 2-3=-210/144O,6-ll=-116J144O
WEBS 3-8=-6431206, ~0I82ll, 5-Il=-&t3l206
NOTES
1) Wind; ASCE 7-98; 100mph; h=2Sft; TCDL=4.2psf; acOw.e.Opsf; Category 11; Exp C; enclosed; MWFRS in1erior zone; cantilewr 111ft eoo
right lIll!108ed : end verliealleft and rtIht expoIed; Lumber DOL"'1.33 pl. grip DOL..1 33
2) TCll: ASCE 7-98: Pf=25.0 pel (flet rocf snllW); Exp C; Fully Exp.
3) Unbalanollld snow loads have been coneidered forthiB design.
4) ThIs 1ruaa haa been deslgned for 2.00 timesftal roof roed of 25.0 pat on ovMtangs non-concurrentwllh olher HwlOllds,
5) ThIs truss has beM d..lgned for. 10.0 pst bol1orn chord INe load nonconcurrent with eny oCher live Ioad$.
8) ThIs tru.. requinla pi- inspection per Ills Tooth Count M8lhod when this lnJA is chosen for quality assurance Inspection
7) A plale lIIling lllducticn of 20% hu been applied for 1IMI g_ lumber memlleta.
8) Thl. tru.. ill deaigned in accordance wIlh the 2003 Inlemlltional Bu.dint! Code section 2306.1 and referenced &tanclard ANSI/Tl>1 1
LOAD CASE(SI Standard
[ EXPIRATION DATE; 12-31-05 )
June 13.2005
.... _. -....,...----OIfDrlBAln)Jllr:wASI)_~J'AOI:_.,.4J'3__.
o.sun ",,1<1 lor.- only wIh Will: oonnectors. This deolgn is _ only upon poramefelS -. OlId is lot an IndMdual buIclq, eomponenl.
Appic:obiity 01 deJtln pamme-. and pra_ i1c~Iit., 01 ~ir""po"-" 01 buIIcIlngd~ _ nol _ d81fgner. 8Iac:Il\g-'
is lot lcJIerolsuppcrt ""fndMdualweb me_only. _1~braciIIg 10 i_llabililydurirIQ =_nlo the ~ of....
=flo~:",::-~~==~=I1Ii~I~~~~IId"':i~'T":::""",
ScafeIr """"""""" avoiobls _ rMII PIaIo lNlitule. 583 D'Onollio 0IlYa. """_WI 53719.
7T77Groen_lae ._
_t08
Cltuo Heights, CA. ll5II1
Mirek-
/:ca I~MS 1:=
PRECISION ROOF TRUSSES. CLACKAMAS,OR 97015
[=O~CHOMESTMOT- R'~
2 .lob Rel'emlce 10DlI0naIl
6.100 . Sep 172004 MlTek Indllltriea, In~ SlIt Jun l' 11 :0.2:47 2005 P"l!" 1
11-300
11-3-0
22-8-0
11-3-0
5"" /I
ScaIe-l:41.l\
2
3
I~
B
B
4llB II
5 4
6>18= 3x4~
3oc8-'l
740 11.11-4 1s.&ll
740 4-11-4 W-12
Platle 0!f8ets ex. Y)' 11'0..10..2 Edaet 12:0-3-12 G-2-8t 13'0..12 Edael 14'G-2-oG-G-121 fe'0..6-'lG-2-o1 17'0..3-20-0-121
22-8-<1
7-4-0
, , - , . , . . . .
I ,
LOADING (paf) SPACING 2-G-0 cst DEFL in (Ioe) IIdefI Ud PLATES GRIP
TeLL 25.0 Pia," InCleaSO 115 TC 0.85 Vert(LL) -0.12 6-7 >989 240 MT20 2201195
(Roof Snow-25.0) lumber lnc:reese 1.15 Be 069 vert(TL) -o.2S 8-7 >999 180
TCDL 70 RIp StleIlS Incr NO we 099 Horz(TL) 0.05 3 nla nla
BelL 0.0
BCDL 10.0 Code IBC2003ITP12002 (Mal1lx) Weight 3141b
LUMBER
TOP CHORD 2 X 8 OF No.2 G
BOT CHORD 2 X 10 OF SS G
\NEBS 2 X4 OF SUi G
BRACING
TOP CHORD Structunll woOd sheatlllng dlrec1ll' apprl8d or 4-6-13 oc pur1ina.
BOT CHORD Rigid ceRing directly appIlec:I or 1 G-O-O oc brilclng
REAC110NS (Ib/Ifz8) 3=340310..6-8. 1 =54OOJO...6-8
Max Horz 1....78(load c:aee 5)
Max UpIlft3a.S79(IOIId eIIse 8), 1....9450oad case 7)
Max Grav3003ll24(JOIId ca.. 3), 1-5873(101ld c:ase 2)
FORCES (lb) - Muimum CompresslQnlMaximum Tension
TOP CHORD 1-2=-9927/1559,2-3=<-798411188
BOT CHORD 1-7=-13601B725, 7-8=-98816439,6-8=-9881&439,6+-107117066,4-5=-107117066, 3-4=-1l7Mlll88
WEBS 2-7"-581/3581, 2-'1=-508/174, 2~9914>493
LOAD CASI:(S) Slandard
NOTES
1) 2..pyruss ID be connected togeltterwllh 0 131"X3' Nah asfollCMIS:
Top chords eonneded as follow,: 2 X 6 - 2 rows at G-9-0 ce.
BotIIom chorda connectlld as foIlow8: 2 X 10 - 3 rows at 0-4-0 oe.
Webs oonnect8d as folIowa: 2 X 4 - 1 row at 0..9-0 00. J
2) A1II011ds ale lXlI1Sldered equllll)' applied to ..r piles, eJCClIpt If nOlIId as front (F) or back (8) r- in the LOAD CASE(S) secIiOn., Ply to pi
connecllons haw been proIIideclto diatribuflI only lo8cIs noted .s (F) or (B), unteu oIherwlse Indlcated.
3) \Mnd: ASCE 7-98; 100mph; hc:25ft; TCDL:04.2psf; BCDL=6.0PGt. Category II; Exp C; enclosed; MWFRS inlerior zone; cantllllWl' left and
right exposed; end vertlcallel! and r1lh1 eJCPQSed; lumber DOL=1.33 p1l1\e grip DOL-1 33
4) TelL: ASCE 7-98; Pf=26.0 pIf(llatlD01'snow); Exp C; Fully Exp.
5) Unb8lanced snow IoadII have been considered 101' this design.
8) This truss has been designed for . 10.0 psf bottom chord live load n.onconcurrant wllh any other live loads.
7lIh~~!LI!9~_I1!.~!!I!~Il.l!!!L~Toolh~rrt M~~ ~ tnM.1~ ~ f9rq~!w. ~!1...2t im!l1.'!I!1!i!1n.
8) A plal8 i'Illing reduc:llon d 20% bas beltn applied for lite green Iurnber members.
II) this 1ruuls designed In 8CCClI'lfance wllh the 2003lnlltmation8l Buldlng Code section 2306.1 and referenced standard ANSIlTPl1
10) G1raar carries lle-ln Sjl8t\(s): 20-0.() frl>m G-G-O to 9-0.0; 31-0-0 from 9-().() to 11-11-4 ':'k Q' ~
11) Special hangeJ(s) or other connection device{s) shaD be provided sut'llclent to support concentrlJ1ed IOIId(s) 25281b down .nd 3321b up at 1)0 Ot-... OREGON ~ ~
11-11-4 on boIIom chord. The designlselection of SUCh specllll collllllCllon dllYice(s) is the ntSpDnsibill\' rA oIhers. ~~ "-~A1$ER ,\$ ~0
'9.,.. c. ^~'i)~
[ EXPiRATION DATE; 12-3Hl5 ]
June 13,2005
Continued on PAge 2
.A _. ~"""___-_JR)SRQII'nllBAD.IIi'CI.PDIID_~J'_Jm.".rlI_-'
~_vaId for - ~... MiTe!< connee..... Thbd8lign is baoood criIv upcn pc,,,,,,,,''''''''''''''. CIIId is fer an _ar buIdlng ~t
~~'':==....''"':t,~~~li::=.)'~~~~d-r~~=~''r:''
.-:tor. AddII'....... poortn<lMnI boclng of1he ov_l_is the responoib!1lIy Of the b~ designer ~ gerwal guidance regardftg
Ialol1c:atIan. quaIIy con1roI. sfcrage, ~, .- and bracing. C<lnIllIt AMS/JIPI1 QuaIIy c--. _89 """ IlC$IlllMd1".. eon.-
SalMyI- _bletramT... Plalelnsftlul... 583UOn_OIIYe,-... WI 53719.
rrno..nbod<Lane ...
_100
CINo HoiahlI. CA, 1l5Il1Q
MiTek-
I:L~ /:M /:=
PRECISION ROOF TRUSSES, CLACKAMAS,OR. 97015
)=r:JGLCH~~T- Rl~
2 Job Rel'eIerlce (OPtiMal)
6.100& Slip 17 2004 MITel< Ind-,Inc. SIIIJun 1111 :02:47 2005 P811e 2
LOAD eASElS) S1IIndan:l
f) Snow: Lumber Inc:rease=1 15, PIallllncreese=115
Uniform load$ (pIf)
Vert 1-8=-3ee(F=-378), 8-8=-629(F"'-809), 3-6=-20, 1-2=-84,2-3=-64
COMoentrated Laacl& (Ib)
Vert: ~1810(F)
.A .-. ...........__ltMDllIOnt8 OIrnDlSUD.lIICLlmD______7'4"__
DesIgn""" r........only..... MleI:~OIS. TIlIsdellgnh baled only upon _meIon._. cnd islorQllindMducll buIcIIngCOl\'l>Onenl.
A~cldellgn __ anc:t _"""""""'lien cI~is.......,.;bily oIbvit1eeolgne - no! fruss cIeslgner. 8NJclng_
hlor lcferat.uF>l>Otl oflndlloidval_ _ only. _,_ _"II 10 inI....datIUy consIruellon is "'--Voflh..
erecIcr. Addiflonol permonenI brc1cinQ cllhe OYOIQI._.. the """".-v of Ihe buH1g deoiaIw. lI..--ollMdcnce _rdirlll
1_. quoIIy_L"""'lI~cfeliI;oofy. _n anc:t tm~"""""' ANSl/TPIl ~CslIetjj,. __1C5n ......11 Co~
SaMIy.......-... 0__ Truss Plotelnsfitul.. SIl3 D'OnofriO cn.e. MacITsoII. WI 53719.
17T1_nbod<Lano _
SUa-lOll
CIlruo HoIghta, CA, 85810
MIT"-
j:ca I:~. 1=
PRECISION ROOF TRUSSES, CLACKAMAS,OR: &7015
0=1 GLCHOMES TMOT - Rl~
Jab R......,. tCllltionall
6.100 sSep 1720()4 MlTeklndu8lrles,lnc. SotJun 1111:02:52 2005 Page 1
I"..(l.l) I
1..(l.l)
10.0.0
1().().0
~
l()'o'()
-=
7
)
3Jo4 =
22
2>c3 II
1.
2lc3 II
21
2lC3 II
20
2>3 II
19
2x3 II
18
2lc3 II
17
2lC8 11
:ao.o..o
:ao.o..o
121.0.0 I
1.0.0
SaIIo. 1:38.1
15
2>311
3Jo4 =
I ,
LOADING (pst) SPACING 2-0-0 eSl DEFL In (Ioc) IIdeIl Ud PLATES GRIP
TCLL 25.0
(Roof Sn0W"'25.0) Platea IIlC,.... 115 TC 0.10 Verl(LL) ~.01 13 nlr 120 "'1'20 220/195
TCOL 7.0 Lumbllt' Incraese '.15 BC 0.04 Vert(TL) ~.01 13 nlr 90
BCLL 0.0 Rep StnIea Incr YES WS 006 HoIZ(TL) 0.00 12 nla nla
BCOL 10.0 Code IBC2003/TPI2002 (MatrIx) WeIght: 92lb
LlIIIBER
TOP CHORD 2 X 4 OF No.. 1 &Btr G
BOT CHORD 2 X 4 OF No. 1 &B1r G
WEBS 2X<lDFStdG
OTHERS 2 X <I OF SId G
BRACING
TOP CHORD structural wood aherillng dinlCfly applied or 6-0-0 oc purlins.
BOT CHORD Rlgld oeIlng dItecty applied or 1 Q.(}.O oc brac:ing
REACTIONS (lb/aize) 2=158120-0-0,12"158/20-0-0, lllz11l812l).O..0. 20.'68120-0-0, 21.'69120-0-0, 22=18512Q.G.O, 17=168f2D-O-O,
le-188J20~~, 15"'6l1i2O-ll-O, 14"165120-0-0, 18=15312O-O-D
MIIx Horz2....,35(1oad cae 8)
MIIx UIllIft2-52(1oed case 7), 12....78(Joad case 8), 19=-85(1oad case 7), 20=-88(1oac1 case 7), 21=-82(1oad case 7),
22a-71{foed case 7), 17"-83(1oad case 8), 16"-89(1oad case 8), 16=-92(1oac1_ 8). 14=-70(10ad case 8)
Max Grav2=228(1oad case 2), 12=22B(load case 3), 19=244(1oad cae 2), 2O=233(load case 2), 21 =237(1oad case 2),
22=227(1oad case 2), 17=244(1oac1 case 3), 16=233(1oad cue 3), 15=237(1oad case 3), 14=227(1oad case 3),
18=153(1oad case 1)
FORCES (Ib) - Malcimum COmplWllion/MlUCimum T-'on
TOP CHORD 1-2=0148, 2-3z-126J48, 3-4=-71180, 4-5=-691113, 5-6=-68/147, 6-7=-621175, 7..a-62/1B4, 6-9=-581109, 9-10=-59/57,
10-11-58/28, 1'-12....7lli2B. 12-13-0148
BOT CHORD 2-22..0/122, 21-22=W122, 20-21000J122, 19-20=0II22. 16-19:=01122, 17..18a01122, 16-17aO/122, 15-160=01122,14-15=01122,
12-14000/122
V\lEBS 6-19-21141109, 5-20....,931113,4-21....,961114, 3-22=-1901105, 6-17=-21141107, 6-160=-1931114, 10-15=-196/113,
11-14=-1901104,7-18-113/0
NOTES
1) WilId: ASCE 7-98; 1oomph; h=25ft; TCDL=42paf; BCOL=6.0psf; CatBgOlY II; Exp C: encloaed; MWFRS gable end 2One; canOl_left
and riQht elCpOSed : end wt1icalleft and right exposed: Lumber DOL""1.33 pIeta grip DOl"'1.33.
2) Trusa designed for wind loads in the plane of the tru.. only For studa exposed lD wind (normallD \he hoce), ..... MiTek "Standard Gable
End Detail"
3) TCLl: ASCE 7-98: Pfz25.0 pat (ftatroofsnow); Elcp C; Fully Exp.
lJ}'UlllfllllrnQliltSlll:lW'JllIrdrl18wtlll!1rlrllanllillered'forthIs'.cI9Cln.
5) This !run has bean designed for 2.00 times ftat roof 10IId or 25.0 pst on ovelhanga non-concurrent with other live loads.
6) This lrUH has been designed for a 10.0 pst ~ chord live load nonconcurrent with any other live load..
7) This trun requires plate inspection per the Tooth Count Molhod whon thi& lrus8 Is chO&el1 for qulltty as&llrance lnapecllon
8) Gable requires continuousbotlom chord boaring.
9) Gable studa spaced a12-0-0 oe.
10) A plate I1Iting l1lduc:llon of 20% hu bMn applied for the gl'Mn lumber members.
11) 'll1ls trusa is cfesignocl in accordance with the 2003 International Buftdlng Code aecUon 230B 1 and referenced s1andard ANSIITP11
LOAD cAsE(s) Standard
EXPIRES: 01"24-06
1
[ EXPIRATION DATE: 12-31-(6 ]
June 13,2005
A WMI!llWI. ~""___~on-M!B.IlIIa.llDIID_Jlllnlluau'_JlZf.HF3_lIU.
~ ...reI fer .... only wIIh M1Tel< COIInecl.... 1NIl deIIgn 10 _ only upon J>CII"'I1IeIers shown. and II for an indiWlval buildiRll campc",.n!.
Cfork>~~===~,"=,~'::=.,~~~"':'~=~~~~':::~==
<nlCfcr. ~dillancl permanent bmc1ng of !he """"'hlructurelo the I'eIpONI:>I1y of the bilildhg designer. For generuI guidance_relng
=~,==-~n:=.=~D'~&;~~~~a. DSB-afandllCSlllul1dlnQComponenf
77770_LaM ..
Sale 101
~ Hofgta. Cot., 15810
Mirek-
r:ca J: 1=
PRECISION ROOF mUSSES. CI..ACKAMAS.OR 97015
~I GLCHOMES TMOT " R16~
Job Refenonce (opljllf18l1
6.100 s Sep 17 2004 MlTek Induslries. Inc. Sat J1Jn 1111 :02;53 2005 P_ 1
I .1-0.0 I
1-0.0
SoU
SoU
1~
4-400
1~
4+0
<4x4 =
..
~
3ldl ~
7
3xIl=
1~
1~
20-0-0
s.e.o
Scale' 1:37.5
I~
3xIl ~
2l).l).()
1~
Plate OIIse.. OC VI' 1'2'0-2-100-1-81 16'0-2-100-1-81
, , , .
lOADING (psi) ,
SPACING 2~0 CSI DEFL in (lac) IIdeII Ud PLATES GRIP
TClL 25.0 PIat8s Incre8a 115 TC 0,32 Vert(LL) -0.13 6-7 >l/98 240 MT20 220/195
(Root ~25.0) Lumber Increase 1.15 BC 0.52 Vert(TL) .0.43 5-7 >547 180
TCDL 7.0 Rep strMS Incr YES we 0.27 Horz(TL) 0.04 6 nta nta
BCLl 0,0
~Dl 1-0.0 Code lBC2003ITP12002 (Metrix) Welgtrt:78lb
lUMBER
TOP CHORD 2 X 4 OF No 1&Btr G
BOT"CHORD 2 X 4 OF No.1&Btr G
WEBS 2 X4 OF Std G
BRACING
TOP .cHORD Struclural wood sheathing dlreetyapplled or 5-0-2 DC purtina
BOT CHORD Rigid ceiling dIredly 8pplled or 10-0-0 DC bl'llCing
REAC110NS (Ib1SizeJ 20a902/0-.5-8,6-8181O-5-8
Max Horz20a92(load caae 7)
Max UpIlft2z..17f(load case 7), ll:o-109(Joad cae 8)
Max Grev2=o1088(load case 2), 6--s42(Joad case 3)
FORCES (Ib) - Maxlmul1) CompresalonlMaxlmum Tension
TOP CHORD 1-20.Q/49, 2-3....,464/187, 3-4....,021/,41. 4-5=-10221136, 5-6....,481/207
BOT CHORD 2-7....,77/1225, 6-7....,22/1244
WEBS 3-7....5431176, 4-7....221689. 5-7=-5581185
NOTES
1) \MIld; ASCE 7-98; 100mph; h-25ft; TCDL=4.2plll'; BCOL-B.Opst; Calegcxy H; Exp C; enclosed; MWFRS interior zone; cantiever left and
right exposed; end vertic81 '-It and right exposed; Lumb<< DOl"1 33 pIa1e grip DOl"1 ,33
2) TClL: ASCE 7-98; Pfa25,O pef (lIat roof enow); Exp C; Fully Elcp.
3) Unbalanced $/lOW IoacIs hawo been consideIed for this design.
4) Thi$ truss has been designed for 2.00 mr- flat roofloacl of 25.0 p&f on lMll'hanga non-concurrent With other liw loads.
5) Thi$ truss has been designed for a 10.0 psi bDltorn chord IMllaad nonconcllmlllt with any other U""loads.
6) Thi$ truss requires plate inspection per the Tooth Count Method when 1I1is truas is cho.en for quelity Ull&/l'8nce Inspection
7) ^ p1ll1e rating reduction of 20% has "-1 epplled for the 91Nlllumber members.
6) ThI& 1rua& Is designed In acconIance with the 2003 Infllmlltionlll Bulding COde MCtion 2306.1 and refIlrenood alandanl ANSVTPl1
LOAD CASEIS) Standarcl
[ EXPIRATION DATE: 12-31-05 ]
June 13,2005
.A ..-.........,..____OIIfftU8AJfD.IIII:UIDaI_______
lleoign YOidlor....onlywlfh M1JeI;cannecIcos.lhTs d8lign ,,_only upon """""""'shown, and ioklranindMdualbuidlng c:omponent.
~:,,.~=~==~~~=='~-:=':a~7"~~~~=
_or. _d "",""",,",,' blaclng of ihe _I structure Ir the .~ty of !he building design.... for g8O<IIUl gvlcIonco IIlQ'WdIng
10_ qualltyoonlrol. .taoge. deIiooeIy. eruclion and b!acing. CQlSuIt AIlSI'/IP11 ClucIIIy CllhrlIa. _ -lIdIl....cIJoe eon.on...f
$aIelv1nlormatlon 0""_""'" r..... PIoIe InotiIuto. S83 D'Or1clrtD llriwr, Modisan, WI 53719.
7T17Gnoo_we ...
sw.1Da
ClIruo Heigh... C\ ISllfO
Mirek-
GLCI
COMMON
Job
Truss
Truss Type
F1
PRECISION ROOF TRUSSES. CLACKAMAS,DR. 97015
-1-~
1.~
7~
7~
1440
7~
4>14=
~
15-0-0 I
1~
SclIIe- 1:27.S
i
3>14=
2>G1I
2>G II
2>G II
2>G II
1440
1440
2>G II
:l104=
I ,
LOAOIHG(P8f) SPACING 2-0.0 C81 DEFL In (lac) I/dtIlI lI<I PLATES GRIP
TCLL 25.0 Plates Jn~ 115 TC 010 Vert(ll) -0.01 9 nlr 120 MT20 22OI111S
(Roof SnllW"'2S.0) Lumber Increase 1.15 BC DOS Vert(TL) -0.00 9 nIr 90
reOL 70 Ref) Streu Ina YES Wi 0.03 Horz(Tl) 0.00 8 nIa nla
BelL 00
~I 1n.n Code IBC2003ITPI2002 (Malrbc) Weight 58 Ib
LUMBER
TOP CHORD 2 X 4 OF NO.1 &Sir G
BOT CHORD 2 X 4 OF No.1&Btr G
OTHERS 2 X 4 OF Sid G
BRACING
TOP CHORD Struc:tutlll wood *,-thing diJec;IIy applied or 6-0-0 oc purlins.
BOT CHORD Rigid cellng d1recl1y Ilpphd or 1().O..() DC bracing.
REACTlONS (lhIsize) 2001ll9/14-0-0, 80=189114-0-0, 120=164/14-0-0, 13=142114-0-0, 14=239/14-0-0, 11=142114-0..0, 10-"'239114-0-0
Max Horz2c-66(108d case 8)
Mu Uplifl2"'-.l10(lolld ClI8e 7), 8....72(1oad case 8), 13=-46~OIId case 7). 14=-57~oad c:aee 7). 11=-4S(1oad case 8), 10=-57
Mu GI'8V2=Z70(1011d cae 2), 8-270(10ad cue 3), 12=164(load case 1), 13=210(Joad case 2), 14=329(load case 2),11=21
FORCU ~b). Maximum ComllAlUion/Ullxlmwn TlIrl8ion
TOP CHORD 1-2000/.48, ~2f61, s...c-s718l1, 4-5"'-61/89, 5-6-81183,6-700.67/46,7-8'"-112151,8-9=0148
BOT CHORD 2-14=0183,13-14=0183,12-13:>0183,11-12"0183,10-11"0183,6-10=0163
WEBS 5-12:-119/0, 4-13.182.!87, 3-1~1191., 6-11--182166, 7-10-261191
NOTES
1) 'Mnd: ASCE N18; 1 OOmph; 1F25ft; TCDL=4.2pst: BCOl=6.0par; Ca1egory II; Exp C; encIO&lld; h1WFRS interior zone; cantiever left llI1d
right eJCpOBed ; end wtticallell and right expoeed; Lumber OOL=1.33 plate grip DOL=1.33.
2) TNll1l designed ftlrwincllollds In the plane a/ the truss only For studs exposed to wind (normal to the face), see MITek .S1andllrd Gable
End Detal"
3) TCLl: ASCE 7.Q8; Pf=o25.0 pst (flat roof rmow); Exp C; Fully Exp.
4) Unbalanced snow loeds hew been conliderecl far this design.
S) This lntss hils been do8lgned fer 2. 00 lirnllll tllIt roof IOIld d 21>.0 pst on owrhangs nan-conaJlRllrt wilh alher 1I..loIlda
6) This lrU8s has been designed for a 10.0 pst boltcm chord Nile load non_rrenl with Ilny o1I1er live Joada.
7) ThIs truss requires pJale lnapedlon pill' the Too1I1 Count Method when 1hilIlrU8s ia cholen for quail1y _ulllnce Inspection.
8) Gable l1lquires contiouous bollDm chord bearing
9) Geble etude apaOlld at 2-0-0 DC.
10) A plate rating reduc:tion of 20% has b~ appNed for the green lumber membets.
11) Thla tru.. Is designed in lIeCOl'dllllCe with the 2003lntemalional BuDding Code section 23081 end merenOlld standard ANS1ITP11
~ CASE(S) SIand.1'd
EXPIRES: 01.24-06
EXPIRATION OATE: 12-31-05 I
June 13,2005
. _.I'et(Ao.........--s--_OII'_NllJ~__--.......__,...r.s_-.
~ lot -onIt """ MIlel:conneclcrL ]1\iodoMgn;, _ cnly upon pata.......-. and Is mran Individual buIcllng~n'.
:1ar1a1~~~"=~~~~~~:;'.g~~:==:;';"~=~:=,
~~~I=::'~~~~~~~";'~~-""'~="'~n""
s-.. """""- awiable frcm Trua J'tcAlnsllIute. S83 D'Onofllo 0IMt, MadIson, WI 53719.
777TGNo............. ._
Suk 108
CIIrus HoigIrts, CA, _
MITek-
I~: I~NU
PIlEClSION ROOF TRUSSES, CI.ACKAMAS,OR. 1r7015
/:::1
IT] GLCHOMES T~ R__/
Job RlIfwenClt COlltion8l
6.100 . ~ 172004 MtT.k 1_, Inc. Moo Jun 13 15:411:O12OOl5 Pogo 1
. 7-0-0
7..()..()
Mil
2
11.00112
~
llll8':;'
5
3x12 //
4
31112 \\
PI... 0lIMts ex, Y):
LOADING <Pst>
TCLL . 25.0
(Roof Sn0w=25.0)
TCDL 7 0
BCLL 0.0
BCDL 10.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
5-3-12 8-8-4
5-3-12 3-4-8
[1:0-1-1",0-2-13], [1:0-2-3,0-5-8], 13:0-5-10.0-2.131. [3:0-5-10.0-2-131. f4:~.O-1-81. [5:0-8-0.0-1-8]
I I
SPACING 2-0-0
Plates Increue 1 15
Lumber lncresse 1.15
Rep Stress Incr NO
Code IBC2003ITP12002
CSI DEf'L in (Joe) lIdeIl lJcI
TC 070 Vert(LL) -011 ....5 "999 240
BC 0.93 Ver1(TL) -0.26 4-5 >631 180
WB 0.46 HoIz(TL) 0.05 3 nla nllI
(MlItrlx)
BRACING
TOP CHORD
BOT CHaRD
2X6DFNo.2G
2X 10 OF SS G
2X4 DFNo 1&8trG
REACllONS (llllslze) 1 =483410-5-8, 3=4634JO..6-8
Max Hoa 1=-46(1oad case 5)
Max UprJft 1=-859(lol1d C&lllt 7}. 3=-859(1ol1d calle 8)
Max Grav 1=4919(1oad ClI8e 2), 3=4919(lol1d Ca$e 3)
FORCES ~b). Maximum COI'/lPl'Il8slonlMaximum TerIIlon
TOP CHORD 1-2a-7378f1281.2-3....7378/1282
BOT CHORD 1-5....113-4/8679. ....5"-855/..925. 3-4=-111516579
\l\'EBS 2..5=-55413387, 2.......55<413367
NOTES
1) \Mod: ASCE 7-98; 100mph; h=25ft; TCDL=4.2psf; BCDL=e.Opaf; CalJegory I~ Exp C; encloaed; MWFRS ln1eriQl' zone; cantlewr
111ft IIlldrtght exposed ; end vertical left and right exposed; Lumber DOL=1.33 pin grip DOL=1 .33
2) TCLL: ASCE 7-98; Pf=25.0 pst (llat roof snow); Exp C; Fully EJcp.
3) Unbal8llOlld snow Ioeds M\Ill bHn conaid..-ed for this design.
4) This lruss hila bean designed for a 10.0 pet bottom Chord Ii\lllload nOllCClncurrent with any ofller HIre loads.
5) This IruIls reqWl'IllI plate inspection per flle Tooth Count Mrilod wh8llthllllruss ill chDllefl for qU8lity alSu18nce inapection
.6}-A:plllluating.reductIon.of.2Il% haa.been.applled..for..lhe..lJreen.Jumber-membera..
7} Provide lTItICMniC:lll connaction (~ others) of truss 10 bearing pI_ Cllpab1e of wIlhatandlng B591b uplift lit joint 1 and 859 Ib
uplltlatjolnt3.
8) Following joints 10 be platlld by qU81ified deltignllr: Jojnl(.) 3, 3. not plllted.
9) Th.truss ill dMlg~ in accordance with the 2003 International Building Code aec:lion 2306.1 alld referenced 51andard ANSlfTPI
1.
10) Girder carries lie-in lpl\Il(a): 32-0-0 from 0-0-010 14-0-0
11) ll'lllte LOAD CASE(S) sec:ciOn, loads applied 10 tha face of the truss Ire noted as front (F) or back (B).
LOAD CASE(S)
1) Snow: Lunm.rlncraaae=115, Plata IncraN=115
Uniform LOlIdll (pit)
Vert: 1-3--85O(F=-e3O). 1-2=-&4,2-3-84
2 Unbal.Snow-Left Lumber 1ncreaaea1.15 Pl.~ 11lCRNl_1. 15
~mr2BJ8A/IfIJl'IlI%.IJUD___"'HI'3_l7SIl.
3) ~ """'""'.....-. ""d i1loron _.0' bulldjngCOl'l1pOnllftt.
i1reopo..-yor buIdlng deoigner, 001_ deoignor. emcIng-.
k lor lateral._ of Indvfduaf __",._ only. AddIIlonaI I~ bIocing to In..... o!obIlty c/urir1g <:onIlruc:tIon Is lhe,aponoIbIlIIIy c11he
-.:l<r. AddlflOnal__ "",mll.of tM_ oIruc........ In. _.-v 01 In. building deoigner, J'orgeneroll;llJlda..,. N1gordlng
labrfcalon. qwIlty COfltI<lI. oIcroliJ'l, d.av.y,,,- olld llrodng. comut ANSlIlftl QvaIIyC.....llD-89 and ICSlllulldlng ComponHl
Co~~ IvoIobre!rom..... PlcMlnslitutoo. 583 D'Onofrio Dri"!'o -." WI 537lf. .
1....0-0
7-0-0
ScoIe -1:22.9
Ii
6x8 ""
14-0-0
5-3-12
PLATE8
MT20
GRIP
2201195
EXPIRES: 01-24-06
[ EXPIRATION DATE: 12.31-05 )
June 13,2005
71TfO_LoIlo ._
SIIiIo 109
CiInIO He9>to. CA. 96010
MfRIk-
I~: r:NS1
f'IlEClSION ROOF TR"'SSES. Cl.ACMMAS,OR. VT016
1=
CD GLCHOES TUOT. R1_1
Job ~ (OPtional)
S. 100 I Sop 17 2004l\1Tek ,nduo_, Ine. lIon.!un 1315:"9:01 200S Pege 2
1.OAD CASE(8)
Uniform Loeds (pit)
Vert 1-3=-650(F:.4l30). 1-2=-14,2-3=-97
4) IBC Be Live: Lumber 1nerease=1.25. Plalllllncrealelll1.25
UnJorm Loads (pI!)
Vert 1-3=-295(F"'255), 1-2"'14, 2-3....14
5) M1/I/FRS WInd LeIl: Lumbllr 1ncreatle"1.33, PIalIIIlncreaF1 .33
Unffonn LOIICI8 (pit)
Vert 1-3.1D3(F.11S), 1-2"3, 2-3=17
Harz: 1-2=0-12, 2-3=<26
II) MV\IFRS Wind Right Lumber IIlCI'lIlISe=I .33, Plate Increese-1 33
Unffonn LCltlda (Plf)
Vert 1-3=103(F=115). 1-2=17, 2-3=3
Hol%: 1-2=-26, 2-3=12
7) MWFRS Ist'Mnd PllI1lIJeI: Lumber 1ncreese=1 .33, PIIllel1lCl'llllM=1 33
Uniform Loads (pll)
Vert 1.,3-103(F.115), 1-2"27, 2-3=14
Harz: 1-2--36, 2-3c23
8) M1/I/FRS 2nd Wnd Parallel- Lumber 11ICI'lI8ae=1 .33, Plate 1ncnla18=1.33
Unifionn LOlIdI (pIf)
Vert '-3='03(F.'15), 1-2=14, 2-3=27
Horz: 1-2=-23, 2-3-36
A -........____a.-ftIIS_IlICUIIID_~__"',...___
DesIgn ""1<1 lor we only willi MIl"" eonnedr.n TIIio deoir;In is booed ~ upon poromet.... shown, """ S lor onlncfMdual bu!clng component.
"ppI~ a/do:Il;ln ~menIero and proper incapoIafion of ~ia....po.-yof buiIdina "esigner-l1ol...... ~_.lInlcing.hown
iI k>r 1of...I",ppod 01 incIMdvolweb -.nbe> <riy. AdditlonollempaQry bn>cIng loi_l!~cf~ _ilthe __1\1 01 the
.....,Ior. AddiIionclI perrncment _g or.... _ riructure iI tile reoporw1biily 01... b_g.deoignw. FcrgooneroJguidaPC9 l'IgCIRling
Iabri::ofion. quoilv eonhoI.llorag.. dellvery.1NC:fton ancI bracing. cans... ANSIfIPn Q.oIIIy CIhA. -.., _1ICSI1 _"II ~eat
SaIe!y 1- """Babfe Imm rNII Plate InotJIule. !i8:l D'OnaIrio DrIve. MadiIon. WI $371 V.
7777G_Lano ..
_IDS
C_ Hel;h1o. CA. 9!lSl0
Ml18k-
Job
GLC8
PRECISION ROOF TRUSSES. CLACKAMAs,OR. 97015
rtl55
T"
-10()0C)
10()0C)
8-0-0
440
Db
6 tOO, Sep 17 200UiT.k 1nd1lSlriel, Inc. s.tJun 1111 ,02:582005 Page t
R16
~
440
4""=
4
8.oofi2
~
3>01 =
2lc3 II
2x3 II
8-0-0
8-0-0
2x311
e.a.o
1.().()
SCllIe-1'177
7 Ii
3>01;
LOADING (pst) I .
SPACING 2-11-0 C8I DEFL In (lac) Udeft Ud PLATES GRIP
TCLL 25.0 PIalN Increa80 115 TC 010 VlIt1(u.) -0.01 7 nJr 120 MT20 2201195
(Roof Snow=25.0) Lumber 1_ 1.16 BC 0.03 Vert(iL) -0..01 7 nlr 90
TeOL 70 Rap Sttees Incr YES WB O.D4 Horz(Tl.) 000 6 nla nfa
BCLL 0.0
neDL 10.0 Coda IBC2003ITPI20D2 (MetrIx) Weight: 31 lb
LUMBER
TOP CHORD 2 X 4 OF No 1&8tr G
BOT CHORD 2X4 OF No.1&BtrG
OTHERS 2 X 4 OF Sttl G
BRACING
TOP CHORD StruclunIl wocd .r-thin; directly appUlId or 8-0-0 oc puffins.
BOT CHORD Rigid ceilln; cllrecly aPPlied 01' 10-0-0 oc bracln;
REACTIONS (Ibfajze) 2'"15418-0-0, 6a1S<1Jll-o-O. 9-13018-0-0,10=161/8-0-0. 6z18118-0-o
Mex Horz2all8(load cue 7'
Mill< Uplifl2--96(load can 7). 8a-108(load cue 8), 100=-83(1oad cate 7), 8:.82~oad cue 8)
Max Grav2=222(108d can 2), 6z222Qoed C8SlI3), ll=13O(1oad case 1). 10=252(toad case 2). 8=262Qoad caae 3)
FORCES (Ib) - Maximum ComprelSionlMaxlmum TlIIl8ion
TOP CHORD 1-2=0148. 2-3=-58i42, ~2177. 4-S=-62/ll6, 5-8=-59131, s..7c0l48
BOT CHORD 2-10=0159, 9-10=Q/59. 8-9=0/59, 8-a=oOI59
\NESS 4-9=-93116.3-10=-2061111,5-8=-2061110
NOTES
1) \Mnd: ASCE 7-98; 1 OOmph; h-25ft; TCOL-4.2psf; acOL=6.Opsf; Category 1I;.Exp C; enclosed; MWFRS gable end zone; cantI_rlllft
and right elCpOlllld ; end Wl1IicaJ 111ft and right lDlpOIed; Lumber DOL'"1 33 pllItIIl grip DOL=1.33.
2) Tru.. deaigned for wind loads In the plane of 1he truss only For studs fllCjlOeed to wind (normal to the face), tee MtTek -S1andard Gabl.
End Detar
3) TeLL: ASCE 7-98; Pf--26.0 pst (ftllt roof snow); EJcp C; Fully Exp.
4) UnbeIancecl snowload8 have been consldeAld forthi. design.
6) this 1ru.. hes been de8igned for 2..00 tmes flat roofload of 25.0 pst on overhangs no/HXll1cummt wiI'l olher live lo8d&.
6) this truss has been designed for a 10.0 pst botlom Clilord livlt!oed nonconeummt wlth any othar live Ioacla.
7) Th16lruss requires plate inspection per the Tooth Count MdIoc1 when 1I1ia 1rusals chosan for quality aSllUmloe InapactIon.
8) Gable l'1ICIulre& conlInlJOUS botlllm chOld bearing.
9) GlIbIe studs spaced on 2-11-0 DC.
10) A plate rating reduc:tlon or 20% has been applied for the green lumber members.
11) This truM is designed in accordance with the 2003 IntemalionaJ Building Code sec:lion 2306.1 and ~ standard ANSVTPI1
LOAD CASE(S) Standard
EXPIRES; 01-24-06
( EXPIRATION OATE: 12-3Hl5 ]
June 13.2005
A ..-. ...........-."" -_ 0Ir__1IICUlDa>_ -.uM:IlNOlf JIIJ,""V3Jll1:11QlQr_
Deolgn ""lei fgr.- onl!> with Mrel:~ JIjs doolgn ._.... upon pr:IIQl'I1aIecs -. ano' i1IorQl'l1ndMo'ua1 buIo'Ing c:~.
AppkobllllY 01 design ~Iea and _~of <:ompcnen1Is_nslbIIIy of building deJlg__ not_ deslg_. ~ Ihown
io lorbtomflUllDOllof",clMo'uah_ me_only. AddIionoIIemporary bracliig to Inso.no sfobiDly during c:onotruc1Ion Is Ihe_~ of n..
eMCior. Addbc:ll ~bracid::l. o~~e 0Wlm1_1s lhe""""nsIbIilyof the blllIo'ingdeoigner. For_eral gulclanc:e H1Q0tdIng
Iabrloa1!on, qucrllly ooMoI. sbo;e. . erecbl ano' bmcing. c:cnouIl ANMI'11 Quollr ClhIIa. 051-89 ...d ac:sn _lOCI C--'
~- ovaIIablelromn...Plaholns1llvle. 583 D'0n0IIl0 Orfve, ^""ciOO1'l. WI.s37l9.
7777~_~ r
Sun.10ll
CllnI& Helghta, CA, 85610.
MiTek-
Job
TIUSS
GlC8
COMMON
TRlII8Type
GlC HOMES TMOT -
G2
PRECISJON ROOF TRUSSES. CLACKAMAS,OR 97015
...0.0
4-0.0
e.o.o
4-0.0
6.100 s Sep 172004 MlTek Incfuslrles, Ine. Sat Jun 11 11:02:S9 2Oll5 Page 1
Rl
4x5 II
2
Sc:8'" "1'11.2
...0.0
...0.0
PI8\e 0I\W1s IX. Yl- 11'0+0 0-1 151 12'0-2-40-2-01 J'3'Q..4-Q 0-1 151 14'0-6-80-1..,e1
s.o.o
...0.0
Ij
4>l8 =
. - . . . '1 - . .
LOADING (pat') SPACING 2-0-0 C81 DEFL In (lac) IkleII LId PLATES GRIP
TCll 25.0 Pfatea In_e 115 TC I) 52 VerI(ll) -0.05 4 >1199 240 MT20 2201195
(Roof Sn~.O) lllmber Increaee 1.15 BC 0.68 Verl(TL) -0.09 1-4 >999 180
TCOl 7.0 Rep Stress InCl' NO we 0-41 Horz(T1.) 0.02 3 nI. nla
BOll 0.0
BCOl 10.0 Code IBC20031TP12002 (MatI1x) Weight: 38 Ib
LUMBER
TOP CHORD 2 X 4 OF No.1 &Btr G
BOTCHORD 2X8 OF SS G
'M:BS 2 X.. OF No. 1&Btr G
BRACING
TOP CHORD S1ructural wood sheelhlng dil8Clly applied or 3-0-4 oc purlins.
BOT CHORO Rigid eellng directly applied or 11).0-0 oe bracing.
REACl10NS (IbIslze) 1 =220210-5-8. 3=220210-5-8
Max Horz 1"27(load case B)
Max Upllftl=-388(load case 7). 3=-388(1oad case 8)
Max Gru1'"2897(lot1d case 2). 3-2897(1oad case 3)
FORCES (Ib) - MaxImum CornprasjonlMaximum TeMiDrl
TOP CHORD 1-2'"-'3682/471, 2-3:0-36821470
BOT CHORD 1-4=-39613240, 3-4c-395f.U40
WEBS 2-4=-329/3006
NOTES
1) Wind: ASCE 7-98: 100mph; h"'25fl; TCDl.....2psf; BCDL=6.lipst, Category II; Exp C; encloaed; MlM'RS interior zone; cantilever 18ft and
right elq)ClMd ; end YlN!icaIIeft and right elCpOSed; Lumber DOL"1 33 plale grlp DOL=1 .33
2) TCLL: ASCE 7-98; """25.0 psf (llat roof anow); Exp C; Filly Exp.
3) Unba~ 8I1owl0lld8 have been COIl8lclared forthill daslgn
4) This 1ruslI has been designed for. 10.0 psi' botIam c:I1ord liiIlllOllcf nonconClllnll1t wtth any othar IMt loads.
S) Thi81nr11 raqUkvs 1lI8b1 inapectlon par ilia Tooth CounU.thod when III" truss II chosen for quallly assurance inapectlon
6) A plate l'lIllng leduction of 20% has been appfiad for the green lumber mambell.
7) This trull II dnlgned in accordance wtth the 2003 lnlllmatlonal BuDdillll Code section 2306. 1 and referenced standard ANSIITPI 1
8) In the LOAD CASE(S) section, loads applied 10 ~ face of the tru.. are noled as front (F) or bal:k (8).
lOAD CASE(8) Standard
1l $now: l.umb!rlna:ea-11~,. Plate Increase-115
Uniform Loads (plf)
Vert 1-3#-520(F~500}, 1-2=-64, 2-3=-64
..41. _. v.rtQII""""___lIODII OII'ftIIlIMID.IIICloWm_.___r__n__
OetIgn veld lor.... only with MI_ eonnectcrJ. This deoign ~ based anlv upon 1'''0<,,'_'' _ and k I<lI' an indMckIaI buikfolg """,-,en!.
~~=~deoI9J~~==::'~=~~~~~='':a',~~
.-.ctor. Ad:l:C ~ btac:ir>" of lie o-a..t'''''.... io lhe_ponsIbIIIyallhe building desigJw'. Fer g-.,~uidanoe regard"",
===':=~~-=I=ns83"~o:t.:'~~':"'~' 1>$1089 a"" lluGd1ngCamponetlt
[ EXPIRATION DATE; 12-31-<E ]
June 13,2005
7177_L... .r
_101l .
C_Heighta, CA. f&e1
Mirek-
n~ ~:r
~&; ~g.
~ ~!'
-~
05'C;>0>0:!lz~
O!::.c::CmCao.
jca:~~--..e
~ == CD 50 CD l5' e-
::l_o:::l()::l..
_0 0 <n 0 0
a;c;>~g3' ~
~g 8.u ~~6'
8.54'go.o.;;'
.....~ g ~ Q ~'2
2-~~=8n
"'~o-'~ -
Gl;>o.CDQ.go.R'
... ~0'~:S'2S.
f.l~~o ~ (5
~&~ 0::
(1)5.3 gQ
~c ~~
'Pg ~~
... _0
:" 0-
?
~
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I
~ II:.
f · lEi
~ ..
l
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i!
c:f
.
~
~
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CITY OF PORT ANGELES
PUBLIC WORKS - ELECTRICAL DIVISION
:121 EAST STH STREET. PORT ANGELES. WA 91\162
Application Number
Application pin number
Property Address
ASSESSOR PARCEL NUMBER:
Application type description
Subdivision Name
Property Use
Property zoning . . .
Application valuation
05-00000685 Date
900310
908 JOSHUA ST
T6-30-00-1-0-4600-0005-
RES NEW SFR
9/09/05
RS9 RESDNTL SINGLE FAMILY
143650
Owner
Contractor
GLC HOMES INC.
121 TAYLOR CUTOFF RD
SEQUIM
(360) 683-8865
Other struct info
G L C HOMES INC
1975 SW 1ST SUITE H
WA 98382 PORTLAND
OR 97201
TOTAL % LOT COVERAGE
NUMBER OF STORIES
LOT SIZE
TOTAL LOT COVERAGE
NUMBER OF UNITS
26.60
1. 00
9004.00
2400.00
1. 00
- - - - - - - - - - - - - - - ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --
Permit . . . . .
Additional desc .
Permit pin number
Sub Contractor
Permit Fee
Issue Date
Expiration Date
ELECTRICAL NEW RESIDENTIAL
BEST/ 2332 SQ FT SFR
59550
BEST ELECTRIC
143.20
9/09/05
3/08/06
plan Check Fee
Valuation
.00
o
.....
"':::.\
r~'
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
"'-~' J
r'.
\ .....\
,i '
- )
----------------------------------------------------------------------------
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. lOrd. 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 IIFC) and National Fire Protection
Association (NFPA).
08/16/2005 02:59 PM KDUBUC -----------------------------
Completed sprinkler plan review.
08/11/2005 05:16 PM SROBERDS -- The proposal will result
in the construction of a s.f. res in the RS-9 for total lot
coverage of 27%. No land use issues are noted. Please note
.that the legal is incorrect - the subdivision is THE
ESTATES AT MILWAVKEE.
Electrical load calculations and elctrical permits are
required.
Connection fee $222.00
08/03/2005 08:44 AM GMCLAIN ---------------- -----------
Sanitary sewer connection inspection is required by
, ,
~~..~\
\ 1\
\. .
......
."'-
.\
'~
\)
-.....\
CO!\1 Mj:NT S/ ACTION NEEDED
ELECfRICAL PERMIT INSPECfION RECORD
CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER,
INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
INSPECTION TYPE DATE ACCEPTED COMMENTS
I YES NO
UITCH
IH 1I ICTH_IN / COVER
~hKVICh
1":'n. TAT r
.L .LJ.
GENERAL COMMENTS:
PW-II02.1S (4196)
'~
w
CITY OF PORT ANGELES
PUBLIC WORKS - ELECTRICAL DIVISION
~21 EAST 5TH STREET. PORT ANGELES. WA 9R~62
Application Number . . . . . 05-00000685
Application pin number 900310
Page
Date
2
9/09/05
Special Notes and Comments
Public Works prior to back fill of ditch.
Construct driveway and Sidewalks to City Standards.
No concrete with exposed aggregate allowed in the City
road right of way. An inspection by Public Works
Engineering is required prior to prouring concrete.
Other Fees
SEWER SYSTEM DELV CHARGE
STATE SURCHARGE
PW WATER SYSTEM USE FEE
745.00
4.50
1025.00
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 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
COMM.!:NTS/ ACTION NEEDED
ELECTRICAL PERMIT INSPECfION RECORD
CALL 417~735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER,
INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE
INSPECTION TYPE DATE ACCEPTED COMMENTS
YES NO
UITCH 0~R-(' :;- ..+c <i/
lU1TTr..l-f_IN I CUVbK /).-) , A ,-
. "....j. .t:"-l J
, ~~
~bK V lCb I;;' - ;J.. - (,.';~; A-L ,(
"'IN A I 15--t- - re.- I rf-c.<(
GENERAL COMMENTS:
PW-II02.1~ [4196]
~ ~_"~(T ~
;:.-I..O~~~~
()~lJl
if~
~ --
~--;--;dP
CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Application Number
Application pin number
Property Address
ASSESSOR PARCEL NUMBER:
Application type description
Subdivision Name
Property Use
Property Zoning . . .
Application valuation
05-00000685 Date 12/16/05
900310
908 JOSHUA ST
06-30-01-7-6-0050-0000-
RES NEW SFR
RS9 RESDNTL SINGLE FAMILY
143650
Owner
Contractor
GLC HOMES INC.
121 TAYLOR CUTOFF RD
SEQUIM
(360) 683-8865
Other struct info
G L C HOMES INC
1975 SW 1ST SUITE H
WA 98382 PORTLAND
OR 97201
TOTAL % LOT COVERAGE
NUMBER OF STORIES
LOT SIZE
TOTAL LOT COVERAGE
NUMBER OF. UNITS
26.60
1. 00
9004.00
2400.00
1. 00
...iJ
<0
\)\\
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).
08/16/2005 02:59 PM KDUBUC -----------------------------
Completed sprinkler plan review.
08/11/2005 05:16 PM SROBERDS -- The proposal will result
in the construction of a s.f. res in the RS-9 for total lot
coverage of 27%. No land use issues are noted. Please note
that the legal is incorrect - the subdivision is THE
ESTATES AT MILWAUKEE.
Electrical load calculations and elctrical permits are
required.
Connection fee $222.00
08/03/2005 08:44 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.
]l
~
~ C~
\f\ ~
~~
~ )>
L
tt c/)
+::..
~
----------------------------------------------------------------------------
Permit FIRE SPRINKLER RESID
Additional desc
Permit pin number 67405
Permit Fee .00 Plan Check Fee .00
Issue Date 12/16/05 Valuation 0
Expiration Date 6/14/06
----------------------------------------------------------------------------
_....~..
l-", .-.-
'!.:',,'I''''
.w
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
cortruction.
_V~_J/l;~,,;+ /Z/'.!J/o,.l
Signature of Contractor or Aut rized Agent'. t' Date Signature of Owner (if owner is builder) Date
T:\Policies\1102_15 building permit inspection record05.wpd [1/4/2005]
BillLDING PERMIT INSPECTION RECORD
- "
CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS.
CALL 417-4807 FOR PUBLIC WORKS UTILITIES
PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE
INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE.
INSPECTION TYPE DATE ACCEPTED COMMENTS
YES NO
FOUNDATION:
FOOTINGS
WALLS
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
FRAMING
JOISTS 1 GIRDERS
SHEAR WALL/HOLD DOWNS
WALLS 1 ROOF 1 CEILING
DRYWALL(INTEroORBRACEDPANELONL~
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
ELECTroCAL - LIGHT DEPT. 417-4735 ELECTroCAL
LIGHT DEPT
CONSTRUCTION IL 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:\PoJicies\l102_15 building permit inspection record05.wpd [1/4/2005]
fl'ORT~
$-4.0~~~
"..
~ --
~~
CITY OF PORT ANGELES
DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DMSION
321 EAST 5TH STREET, PORT ANGELES, WA 98362
Application Number . . . . . 05-00000685
Application pin number 900310
Page 2
Date 12/16/05
----------------------------------------------------------------------------
Other Fees
RES UNDERGRND SERVICE FEE
SEWER SYSTEM DELV CHARGE
STATE SURCHARGE
PW WATER SYSTEM USE FEE
222.00
745.00
4.50
1025.00
-------------------------------------------~--------------------------------
Fee sununary Charged Paid Credited .Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total .00 .00 .00 .00
Plan Check Total .00 .00 .00 .00
Other Fee Total 1996.50 1996.50 .00 .00
Grand Total 1996.50 1996.50 .00 .00
Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes
null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned
for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last
inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of
laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not
presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of
construction.
Signature of Contractor or Authorized Agent
Date
Signature of Owner (if owner is builder)
Date
T:\PoIicies\1102 _ 15 building permit inspection record05. wpd [1/4/2005]
BUILDING PERMIT INSPECTION RECORD
CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS.
CALL 417-4807 FOR PUBLIC WORKS UTILITIES
PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE
INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION.
KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE.
INSPECTION TYPE DATE ACCEPTED COMMENTS
YES NO
FOUNDATION:
FOOTINGS
WALLS
FOUNDATION DRAINAGE 1 DOWN SPOUTS
PIERS
POST HOLES (POLE BLDGS.)
PLUMBING
UNDER FLOOR 1 SLAB
ROUGH-IN
WATER LINE (METER TO BLDG)
GAS LINE FINAL DATE ACCEPTED BY:
BACK FLOW 1 WATER
AIR SEAL
WALLS
CEILING
FRAMING
JOISTS 1 GIRDERS
SHEAR WALL/HOLD DOWNS
WALLS 1 ROOF 1 CEILING
DRYWALL (INTERIOR BRACED PANEL ONLY)
T-BAR
INSULATION
SLAB
WALL / 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:
PARKING/LIGHTING ESA:
LANDSCAPING SHORELINE:
FINAL.INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE
RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED
YES NO
ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL
LIGHT DEPT
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:\Policiesll 102_15 building permit inspection record05.wpd [1/4/2005]
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: 908 Joshua
."...",--~~~ - ~ -
Installer: Innovated Fire Sprinkler Installer Telephone: 452-7583
-~,
Type of System: Open 130 13RO 13D~
- ......~
Date: 12.11.2005 P AFD Permit #: 05-40
We have checked this plan and find that it conforms to the requirements of the code.
A pressure reducing valve is required as per the plan.
Additional Comments:
All systems, including underground mains, shall be installed by a state licensed and certified
company. Systems shall be installed per the applicable NFP A Standard.
All electrical components shall be compatible with the fire alarm system.
All underground piping must be inspected and hydrostatically tested by the Port Angeles Fire
Department PRIOR to being covered. A witnessed flush of the underground piping is required.
A design sprinkler flow test and alarm test are required for all13D systems.
Before final acceptance of the system, an inspection will be conducted to ensure that the
installation complies with the applicable NFP A Standard. This 13D system will require a
measured flow test.
Contractor
Reviewed by: J1&(l.~
\
Date: \2.\\.or
o
.@
o
Building Department
Fire Department
BUILDING PERMIT - APPliCATION
Date Issued.
Fill out COMPLETELY and in INK. Your applicatior. and site plan MUST BE
COMPLETE to be accepted for review. If you have any qnestions, call
PERMITS (360) 417-4815 FAX(360)417-4711
Address: B I
Applicanl m Agent J: "'''- 0 ",-..J- 13 e-++-S;U-
Owner: G L C_ H t")'\rV-'\... JL...S'
AddTess: J Z I T~~ '6ir C....... t 0 f2.f:City: -S-e.Cj ~ L~ ""Y"\.
Architect/Engineer: Phone:
Contractor JNNiJI/A"T~O ;::. HR....I; State License #:JNj\iOVFo-():.Jtffjl' t );.z../u b
l)J ~ i.A./ /.)0...// -<- k '- L-. City: }) O""....f- ,4~ p..L L.. r "
<=7 (.1.8 lJ(')S J-J- 0l.. A
Phone: 3bA _L..I "7 -7 -'9'';>
_ v -I~ _~(. __~
Phone:
Zip: g G :s 8 2...
Phone: Lj:r.z..- 7"s"A3
Zip: 98's G 2..
PROJECT A.DDRESS:
ZONING:
LEGAL DESCRIPTION: Lot:
CLALLAM COUNTY PARCEL NUMBER:
Block:
Subdivision:
Credit Card Holder Name:
Billing Address:
Credit Card Type VISA MC #
TYl'E OF WORK:
o Residential 0 New Constr. 0 Re-roof
o Multi-family 0 Addition 0 Move
o Commercial 0 Remodel 0 Demolition
o Repair 0 Sign
BRIEF DESCRIPTION OF THE PROJECT:
City:
Exp. Date:
o Stove
o Garage
o Deck
o Other
I......s IOLJ/
SIZEN ALUATION:
SF. @$ /SF. = $
SF. @$ /SF. = $
SF. @ $ /SF. = $
TOTAL V ALUATIONk. $
7= ~. V-.e ~'p .V" ~ '-" \. L ..e.,...-.
2... ~S'(J. 00
S .:), -I-e.. ~
v
COMMERCLAL/RESIDENTIAL: Occupancy Group:
Occupant Load:
& Proposed Sq. Ft.
Construction Type:
No. of Stories: Lot Size:
Total lot coverage
Existing Sq. Ft.
= TOTAL Sq. Ft.
%
APPROVALS:
PLAN:
BLDG:
DPWU:
FIRE:
OTHER:_
PLANNING USE ONLY:
ESAlWetland(s): 0 Yes 0 No SEPA Checklist required? 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 mustbe submitted at the time the building pemrit application and construction plans are
submitted. All other pemrit fees are due at the tinle of pennit issuance.
EXPIRATION OF PLAN REVIEW: If no pennit 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 BuildinglResidential Code, 2003). No application can be extended more than once.
I hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and
understand that it is my responsibility to det mine what permits are required ,not the City's, and that I must obtain such permits prior to work.
Date: i ~/ s jd'-l
/
T:\Policies\BL-ll02_13.wpd Applicant:
~.,v...:..".
.:~ .: ~
,.
Fire Sprinkler System Plan
Innovated Fire
Sprinkler Systems
81 New Haven Lane
Port Angeles, WA.,
98362
(360) 452-7583
December 5, 2005
For: GLC Homes
Location: 908 Joshua
Port Angeles, WA., 98363
Contractor: GLC Homes
121 Taylor Cut Off Rd.
Sequim, WA 98382
. ;
12.
13.
14.
1'5.
FP-9C
.
.'
13 D IfYDRAULIC
Worksheet
For I" CPVC Pipe
. Two heads require 26 gpm flow at designed pressure. [ +
One head requires 18 gpm fJow at designed pressure.
1.
2.
3.
4.
5.
.
Pipe size = II" J CPVC (friction loss .1067).
Water pressure at street (2) = 700
Meter friction loss (3) = . 9
(2) -J CJ 0 minus (3) -0
Loss from street main to control valve _
feet (see friction loss chart).
(4) OJ } minus (5) '-1.2-; = (6) $~-173
Elevation I()ss. (buildin~ & street) - _ . l2: feet X ~434 .
(6) 9'~ .73 mmus (7) s,~ {. = Q 1... S 2-
T ota' length of pipe from control valve to the farthest sprinkler =
X I _106~ = lft 2 7 psi.
(8) 81: s z.. minus (9) (.;.,/. 2. ;; - 7 7 ~ 2-S psi remammf
Equivalent length for valves and fittings (meter to farthest sprinkler head):
Tvpe Number Equivalent
1 " T run :3 X (TI =
1 " T Branch :3 X m =
1 " 90 Elbo.W 2- X 0 =
1" Coupling I X ~ =
1" 45 Elbow 0 X (TI =
1" Gate Valve - I X m =
. (11) Total Feet ::?l.f
6.
7.
8.
9.
psi remaining
.~~ 2-/ psi
psi remaininc
'-I 0 fe~
10.
11.
.3
IS
I ~/
I
o
I
f
f~~~ ~
teel~~~"
J~!iJ3~
3/21/C;~
Loss in fittings (11) .3lf feet X 1_10671 = .sf <;J psi.
(10) ") 7,25 minus (12) :1, bJ _ 7 J, Co 2. psi remaining.
PSI remaining (13) I J. b 2- minus J , tI {loss in riser} parts =. .
(14) 70. 2. 2-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
GPM & pressure 1 st head / G :
GPM & pressure 2nd head 2: L
3/4" water meter ;.. e or no)
.. r ,...,0 IQ 1
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.1:I./~O / Fire & Building
/ Products
Direct Sales (Central): Tel: (800) ~121 Fax: (215) 362-5385
Distribution Sales (GemlStar): Tel: (800) 558-52361 Fax: (800) 8n-1295
Technical Services: Tel: (800) 381-93121 Fax: (800) 791-5500
Series LF" 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 ofthe 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 13D; 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 fires and to improve the chance for
occupants to escape or be evacuated.
The Series lFII (TY2596) Residential
C~ncealec;t Pendent Sprinklers are
shIpped WIth a Disposable Protective
Cap. The Protective Cap is tempOrarily
removed for installation, and then it
ca~ be repl?ced to help protect the
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-
ble standards of the National Fire Pro-
tection Association, in addition to the
standards of any other authorities hav-
ing jurisdiction. Failure to do so may
impair the integrity of these devices.
The owner is responsible for maintain-
ing their lire protection system and de-
vices in proper operating condition.
The installing contractor or sprinkler
manufacturer should be contacted
relative to any questions.
Sprinkler/Afodel
Identification
Number
SIN TY2596
Technical
Data
Approvals:
UL and C-UL Listed.
Maximum Working Pressure:
175 psi (12,1 bar)
Discharge Coefficient:
K = 4.2 GPMlpsi112 (60,5 LPMlbar112)
Temperature Rating:
160oF1710C Sprinkler with
1350F/570C Cover Plate
.JULY, 2002
-
Vertical Adjustment:
1/4 inch (6,4 mm)
Finishes:
Cover Plate:
Rat White, Bright White, Chrome, or
Custom
Physical Characteristics:
Body............
Cap. . . . . . . . . . . . .
Saddle . . . . . . . . . . .
Sealing Assembly . . . . . .
. . . . . Beryllium Nickel wI Teflont
Soldered Link Halves . Nickel
lever . . . . . . . . . Bronze
Compression Screw . . . . . . Brass
Deflector .'. . .. .... Bronze
Guide Arm Frame . . . . Bronze
Guide Arms . _. Stainless Steel
Support Cup . . . . Steel
Cover Plate ... . . _ . Copper
Retainer . . . . . . . . . . . . Brass
Cover Plate Ejection Spring
. . . - . . - . . . . . Stainless Steel
. Brass
Bronze
. Brass
tDuPont Registered Trademark
TFP440
J.
"
..: ....
. ~ . .
'.
..'
. "
.' <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 lAI (1Y2596) Residential
Concealed Pendent Sprinklers are Ul
and C-Ullisted 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 manufacturer's
recommendations that may be accept-
able to the Authority Having Jurisdic-
tion.
System Type. Only wet pipe systems
may be utilized.
Hydraulic Design. The minimum re-
quired sprinkler flow rate for systems
designed to NFPA 13D or NFPA 13R
are given in Table A as a function of
temperature rating and the maximum
allowable coverage areas. The sprin-
kler flow rate is the minimum required
discharge from each of the total
number of -deSign sprinklers" as speci-
fied in NFPA 13D or NFPA 13R.
For systems designed to NFPA 13, the
number of design sprinklers is to be
the the four most hydraulically de-
manding sprinklers. The minimum re-
quired discharge from each of the four
sprinklers is to be the greater of the
following:
· The flow rates given in Table A for
NFPA 130 and 13R as a function of
temperature rating and the maxi-
mum allowable coverage area.
· A minimum discharge of O. 1 gpm/sq.
ft. over the "design area" comprised
of the four most hydraulically de-
manding sprinklers for the actual
coverage areas being protected by
the four sprinklers.
Obstruction To Water DistributIon.
locations of sprinklers are to be in
TFP440
'1
Minimum Flow (bl and Minimum Flow (bl and
Maximum MaxImum Residual Pressure Residual Pressure
Coverage Spacing For HorizIOntaI Ceiling For Sloped CeIlIng
Area (a) Ft. (Max. 2 Inch RIse (Max. 8 Inch Rise
Ft.xFt. (m) for 12 Inch Run) for 12 Inch Run)
(m x m)
16O"FI71 OC 160oFI71OC
SprInkler SprInkler
12 x 12 12 13 GPM (49.2lPM) 18 GPM (68,1lPM)
(3,7 x 3,7) (3,7) 9.6 psi (0,66 bar) 18.4 psi (1,27 bar)
14x 14 14 14 GPM (53,0 lPM) 18GPM (68,1l..PM)
(4,3 x 4,3) (4,3) 11.1 psi (0,77 bar) 18.4 psi (1,27 bar)
'I'5'X 16 1 16 16 GPM (60,6lPM) 18 GPM (68,llPM)
(4,9 x 4,9) (4,9) 14.5 psi (1,00 bar) 18.4 psi (1,27 bar)
""'-- 1Ay 1A...oo""" 18 20 GPM fl5,7lPM) N/A
(5,5 x 5,5) (5,5) 22.7 psi (1,57 bar)
2Ox2O 20 24 GPM (90,8lPM) N/A
(6,1 x 6,1) (6,1) 32.7 psi (2,25 bar)
(a) For coverage area dimensions less than or between 1hose indicated, it is
necessary to use the minimum required flow for the next highest coverage area
for which hydraulic design aiteria are stated.
(b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The
associated residual pressures are calculated using the nominal K-factor. Refer to
Hydraulic Design Criteria Section for details.
TABLE A
NFPA 130 AND NFPA 13R HYDRAUliC DESIGN CRITERIA
FOR THE SERIES LFlI (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 fl. x 12 ft.
coverage area, or 20 feet for a 20 ft. x
20 ft. coverage area).
Installation
The Series lFII (1Y2596) 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 fl.lbs. (9,5 to 19,0 Nm). A maxi-
mum of 21 ftlbs. (28,S Nm) of torque
is to be used to install sprinklers.
Higher levels of torque may distort the
sprinkler inlet with consequent leak-
age or impairment of the sprinkler.
Do not attempt to compensate for in-
sufOcient adjustment in an Escutcheon
Plate by under- or over-tightening the
Sprinkler. Readjust the position of the
sprinkler fitting to suit.
Step 1. The sprinkler must only be
installed in the pendent position and
with the centerline of the sprinkler per-
pendicular to the mounting surface.
Step 2. Remove the Protective Cap.
Step 3. With pipe thread sealant ap_
plied to the pipe threads, and using
the W- Type 18 Wrench shown in Figure
2, install and tighten the SprinklerlSup-
port Cup Assembly into the fitting. The
W-Type 18 Wrench will accept a 1/2
inch ratchet drive.
Step 4. Replace the Protective Cap by
pushing it upwards until it bottoms out
against the Support Cup. The Protec-
tive Cap helps prevent damage to the
Deflector and Arms during ceiling in-
stallation and/or during application of
-#~ ..
. .
,
.....' . "
.' . '. TFP440
- ~ ..'
Page 3 of 4
s
BODY
(112" NPT)
SEAUNG
ASSEMBLY
WRENCH
RECESS
SADDLE
SPRINKlER
WRENCHING
AREA
o
CAP
PUSH WRENCH
IN TO ENSURE
ENGAGEMENT
WffiI SPRINKlER
WRENCHING AREA
lEVER
FIGURE 2
W-TYPE 18
SPRINKLER WRENCH
GUIDE
ARM
GUIDE ARM
FRAME
I I
I I
I I
I I
I I
I I
I I
,.IL./'
......_~-"""'--.--'"""'--,
I I
I I
I I
I I
I I
I I
I I
'''-...J l,
DEFlECTOR
(OPERATED
POSITION)
~
, ,
SPRINKLERlSUPPORT CUP
ASSEMBLY
THREAD INTO
SUPPORT CUP
UNTIL MOUNTlNG
SURFACE IS
FLUSH WITH
CEILING
C)
C)
RETAINER
WITH THREAD
DIMPlES
EJECTION
SPRING
SOlDER
TABS (3)
COVER PLATElRETAINER
ASSEMBLY
FIGURE 1
SERIES LF/J (TY2596) RESIDENTIAL
CONCEALED PENDENT SPRINKLER
COVER
PLATE
COVER. SPRINKlER-
RETAINER SUPPORT CUP
ASSEMBLY ASSEMBLY
3-114" DIA.
(82.6 mm)
=rt MOUNTING
3116" J SURFACE
(4,8 mm)
~
SPRINKlER-
SUPPORT CUP
ASSEMBLY
FACE OF
SPRINKLER
FITTING
OPERATED
SPRINKLER
1.718":t:118"
(47.6 mm
~.2 mm)
~
1
TIP
DEFlECTOR IN
OPERATED POSITION
FIGURE 3
SERIES LFlI (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER
INSTALLA TlON DIMENSIONS / PROTECTIVE CAP / ACTIVATED 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 tn 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 PI~te As-
sembly until its flange comes tn con-
tact with the ceiling.
Do not continue to screw on the Cover
Plate Assembly such that it lifts a ceil-
ing panel out of its normal position.
If the Cover Plate Assembly cannot be
engaged with the Mounting Cup or the
Cover Plate Assembly cannot be en-
gaged sufficiently to contact the ceil-
ing, the Sprinkler Fitting must be repo-
sitioned.
Care and
Maintenance
The Series LFIl (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 100oFI380C and they
must never be painted, plated, coated.
or otherwise altered after leaving the
factory. Modified or over heated sprin-
klers must be replaced.
Care must be exercised to avoid dam-
age - before, during, and atter instal-
lation. Sprinklers damaged by drop-
ping, striking, wrench twisVslippage,
or the like, must be replaced.
The owner is responsible for the in-
spection, testing, and maintenance of
their fire protection system and de-
vices in compliance with this docu-
ment, as well as with the applicable
standards of the National Fire Protec-
tion Association (e.g., NFPA 25), in
addition to the standards of any other
authorities having jurisdiction. The in-
stalling contractor or sprinkler manu-
facturer should be contacted relative to
any questions.
NOTE
The owner must assure that the sprin-
klers are not used for hanging of any
objects and that the sprinklers are only
cleaned by means of gently dusting
with a feather duster; otherwise, non-
operation in the event of a fire or inad-
vertent operation may resuh.
It is recommended that automatic
sprinkler systems be inspected,
tested, and maintained by a qualified
Inspection Service.
Limited
Warranty
Products manufactured by Tyco Fire
Products are warranted solely to the
original Buyer for ten (10) years
against defects in material and work-
manship when paid for and properly
installed and maintained under normal
use and service. This warranty will ex-
pire ten (10) years from date of ship-
ment by Tyco Fire Products. No war-
ranty is given for products or
components manufactured by compa-
nies not affiliated by ownership with
Tyco Fire Products or for products and
components which have been subject
to misuse, improper installation, corro-
sion, or which have not been installed,
maintained, modified or repaired in ac-
cordance with applicable Standards of
the National Fire Protection ASSOCia-
tion, and/or the standards of any other
Authorities Having Jurisdiction. Mate-
rials found by Tyco Fire Products to be
defective shall be either repaired or
replaced, at Tyco Fire Products'sole
option_ Tyco Fire Products neither as-
sumes, nor authorizes any person to
assume for it, any other obligation in
connection with the sale of products or
parts of products. Tyco Fire Products
shall not be responsible for sprinkler
system design errors or inaccurate or
incomplete information supplied by
Buyer or Buyer's representatives.
TFP440
G
IN NO EVENT SHALL TYCO FIRE
PRODUCTS BE LIABLE, IN CON-
TRACT, mAT, STRICT LIABILITY OR
UNDER ANY OTHER LEGAL THE-
ORY, FOR INCIDENTAl, INDIRECT,
SPECIAL OR CONSEQUENTIAL
DAMAGES, INCLUDING BUT NOT
LIMITED m LABOR CHARGES, RE-
GARDLESS OF WHETHER TYCO
FIRE PRODUCTS WAS INFORMED
ABOUT THE POSSIBIlITY OF SUCH
DAMAGES, AND IN NO EVENT
SHAll TYCO ARE PRODUCTS' li-
ABILITY EXCEED AN AMOUNT
EQUAL TO THE SALES PRICE.
THE FOREGOING WARRANTY IS
MADE IN UEU OF ANY AND A L
OTHER WARRAN77ESEXPRESS~~
IMPLIED. INCLUDING WARRANT1'j
OF MERCHANTABILITY AND FJ T-
NESS FOR A PARTICULAR PUR-
EDSE...
Ordering
Procedure
When placing an order, indicate the full
product name. Contact your local dis-
tributor for availability..
Sprinkler Assembly:
Series LFlI (TY2596), K=42, 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 lFIf (TY2596),
K=4.2, Residential Concealed Pen-
dent Sprinkler, PIN (specify).
Chrome -..... _........... PIN 56-122-9-135
Bright White............... PIN 56-122-4-135
Rat White . _.. _. _ _........ PIN 56-122-5-135
Custom - . . . .. '. . .. .. .. '" PIN 56-122-X.135
Sprinkler Wrench:
Specify: W-Type 18 Sprinkler Wrench,
PIN 56-000-1-265.
TYCO ARE PROO4,lCTS, 451 North Cannon Avenue. lansdale, Pennsyfvania 19446
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(elPOlTER
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FOR SMALL PIPE
VSR-SF
VANE lYPE WATER FLOW
ALARM SWITCH WITH RETARD
Potter Electric Signal Company
2081 Craig Road. P.O, Box 28480
St. Louis, MO 63146-4161
(314) 878-4321 · (800) 32S~936
Potter Electric Signal & Mfg. L TO
1967 Leslie Street
Don Mills, Ontario, Canada M3B2M3
(416) 441-1833
STK. NO. 1113000
U_S_ PAT_ NO. 3921989. CANADIAN PAT. NO. 1009680
OTHER PATENTS PENDING.
Ul., ULC, CSFM USTED and NYMEA ACCEPTED
SecvIce Pressure: Up to 2SO PSI
Minimum Row Rate for Alann: 10 GPM
Maximum Surge: 18 FPS
Enclosure: Oie~ red enamel finish
Cover held in place with tamper resistant screws
Contact Ratings: 2 sets of SPOT (Fonn C)
15.0 Amps at 12512SO V AC
2..0 Amps at ().3() VOC
Conduit Entrances: 21<nockouts provided for lIT conduit
Usage: Usted Plastic. Copper and Schedule 40 Iron Pipe
Fits pipe sizes -1-,1114-, and l11T
Note: 8 paddles are furnished with each unit. one for each
pipe size of threaded or sweat TEE. one for" CPVC.
and one for 11/'Z polybutylene (CT~tubCng size)
Environmental Specifications:
Suitable for indoor Ot" outdoof use with factory instaUed
gasket and diEH:aSt housing.
NEMA 4 Rated Endosure -use with appropriate conduit fitting.
Temperature Range: 40- F/l20- F (4.5- C/49- C)
Caution: This device is net intended fOt" applications in
explosive environments
SeMce Use:
Automatic Sprinlder NFP A-13
One or two family dwelling NFPA-130
Residentiafoccupancy up to four stories NFPA-13R
National Fife Alarm Code NFPA-72
Optional: Cover Tamper Switch. oR"Jer Stk.. No. 0090018
The Model VSR-SF is a vane type watertlow switch fOt" use on wet
spriolder systems that use 1-, 1 1/4', or 1 112' pipe size. 'The unit
may also be used as a sectional waterllow detector on large
systems.
The unit contains two single pole double throw snap action
switches and an adjustable, instantly recyding pneumatic retard.
The switches are actuated wfleo a now of 10 gallons per minute or
more OCCUrs downstream of the device. The flow OOO<frtion must
exist for a period of time necessary to overcome the selected retard
period.
INST At.l.A TION: These devices may be mounted in horizontal or
vertical pipe. On horizontal pipe they should be installed on the top
side of the pipe where they will be accessible. The units should not
be installed within 6' of a valve, drain or fitling whicf1 changes the
direction of lhe watertlow. TIle unit has a l' NPT bushing 'or
beading into a non-oonosive TEE. See Fig. 2 'or proper TEE
size. type and installation.
Saew the device into the TEE fitting as shown in FIg_ 2. Care must
be taken 10 property orient the device for the direction 0' watertlow_
The vane must not rub the inside 0' the TEE Ot" bind in any way.
The stem should move freely wfleo operated by han<:l.
The device can also be used in copper or plastic pipe installalions
with the proper adapters so that the specified TEE fitting may be
installed on the pipe run.
INSPECTION AND TESTING: Ched< the operation of the unit by
opening the inspecto( lest valv€ at the end of the sprinJder line or
the drain and lest coonection. if an inspecto(s test valve is nol
provided.
II there are no provisions for lesting the operation 0' the now
- detection device on the system, application of the VSR-SF is not
recommended or advisable
The 'requency 0' the inspection and testing and its associated
protective monitoring system should be in aCCOfdance with the
applicable NFP A Codes and Standards and/or authority having
jurisdictioo (manufacturer recommends quarterly or more
frequently).
PRINTED IN USA
PAGE 1 OF 2
f.1KT_ -8800003 - REV J
MFG. -5400802 - 81'95
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~porrER
BELLS
PBA-AC & PBD-DC
Potter Electric Signal Company
2081 Craig Ad./P.O. Box 28480
St. Louis, MO 63146
(314)878~3211 (800) 325-3936
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Potter Electric Signal & Mfg. l. TO
1967 l.eslle Street .
Don Mills, Ontario, Canada MJ82MJ
(416) 441-1833
UL USTED, FM APPAOVED
Sizes Avallable:@8-. and 10.
Voltages Available:
~
20VA
12VOC (102 to 15.6) Polarized
24VOC (20.4 (0 312) Polarized
".-. ":."
..' ..
Service Use: Fire Alarm
General Signaling
Burglar Alarm
Environment: Indoor or Outdoor Use (See Note 1)
-40" to 1500F (outdoor use require
weatherproof bacl<box)
Termination: 4 No_ 18 AWG stranded wires
Finish: Red powder coating
Optional: Model B8K-1 weatherproof backbox
.....
6"" BELL SHOWN
lbese vibrating type bells are designed for use as fire, burglar, or general signaling devices. They have low power
;onsumption and high decibel ratings. The unit mounts on a standard 4- square electrical box for indoor use, or on a model
38K -1 weatherproof backbox for outdoor applications.
ALL DC 8EllS ARE POLARIZED AND HAVE 8UIL T-IN TRANSIENT PROTECllON:
StZE VOLTAGE MOOEL NO. STOCK NO_ CURRENT (MAX) TYPICAL <18 MINIMUM d8
o 10 FT. o 10 FT_
6, 12VOC P80126 1706012 _12A ." 6S 7S
6 12VOC P80126 1706012 _12A 90 7S
10 12VOC P601210 1710012 .12A 92 7S
6 2.VOC P802.6 170602. .06A 67 7S
8 2.VOC P80248 170602. .06A 91 79
10 2.VOC P802.10 171002. .06A 9. 79
6 2.VAC P8A2.6 180602. .17A 91 7S
6 2.VAC PBA248 160602. .17A 9. 7S
- 10 2.VAC P8A2.10 161002. _17A 9. 7S
~ 6 120VAC P8A1206 1806120 .OSA 112 82
8 120VAC P8A1206 1806120 .OSA 99 62
10 120VAC P8A12010 1610120 .OSA 99
8S
'o/eatherproo( backbox model BBK-1 Stk. No_ 1500001.
oc~s;
Minimum de ....lings ....e c...lcu(al~<l f.o.n incev...led sound p<esSOl'e meuur-..as""'de al Unde<wril....s l.at>o<.tories as ~<l .. Ul Stan<fa<<l .6<1. UL
te<npe. ....""~ ...."9<l1S .;)()" '0 I SO'" .
T~at.,e ....."'9s ..~ C.lcul""~ "'om ........SU<--..s.....de..non a conv_~l sound &ev..c mete'.n<! .... in<l<:aciYe of 0UCpuC Ievels".n eelUIII instaruhon.
~IHTEO IN USA
MKT. -8850001-AEV K
MFG. -s.cOO176 .4lJ'94
PAGE 1 Of' 2