12-104105City of Federal Way
Community & Econ. Dev. Services
33325 8th Ave S
Federal Way, WA 98003
Ph: (253) 835-2607 Fax: (253) 835-2609
Project Name: HONG
Project Address: 33311 42ND AVE SW
Project Description: INTRUSION ALARM INSTALL
• 0 • Electrical
Permit #: 12 -104105 -00 -EL
Inspection Request Line: (253) 835-3050
�° ql;L
Parcel Number: 286730 0040
Owner
Applicant
Contractor
HA HAI HONG
ADT LLC
A D T LLC
33311 42ND AVE SW
11824 NORTH CREEK PKWY SUITE 105
ADTLLL*881DO (3/20/14)
FEDERAL WAY WA
BOTHELL WA 98011
11824 NORTHCREEK PKWY N SUITE 105
BOTHELL WA 98011
Additional Permit Information
Is Use Educational or Institutional?.......................No
Electrical Fixtures
Low Voltage - Burglar Alarm (Res 1
PERMIT EXPIRES Sunday, September 7, 2014
Permit Issued on Friday, September 7, 2012
I hereby certify that the above information is correct and that the construction on the above described property and
the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington
and the City of Federal Way.
Owner or agent: 0 Kill Date:
A:
CITY OF 01
Federal Way
PERMIT #:
Project:
12 -104105 -00 -EL
HA HAI HONG
THIS CARD IS TOAIN ON-SITE
Construction In ection Record
INSPECTION REQUE TS: (253) 835-3050
Address: 33311 42ND AVE SW
FEDERAL WAY, WA 98001
Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as
possible (read left to right, top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your
inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card.
Final - Electrical (4055)
Approved
By Date—
EJ
UFER Ground (4295)
Ditch cover (4030)
Temporary Power (4275)
Slab/Concrete Floor (4255)
El
Approved
By
Approved
Approved to place concrete
By
Date
By
Date
By
Date
Final - Electrical (4055)
Approved
By Date—
EJ
Pool Bonding (4195)
Temporary Power (4275)
El
Service (4235)
By
Approved
By
Approved
By
Approved
By
Date
By
Date
By
Date
❑
Feeders/Sub-panels (4045)
Rough Electrical (4225)
Ceiling Cover (4020)
Approved
Approved
Approved
By
Date
By
Date
By
Date
Final - Electrical (4055)
Approved
By Date—
EJ
Rough Electrical
Approved
Final Electrical
Approved
Right of Way
Approved
By
Date
By
Date
By
Date
CIT
Federal ay E1
PERMIT
COM, IVITY DEVELOPMENT SERVICES O SF MF CO L U''E EN FP
3332SOUTH FEDERAL WAY, WA98060 901 9718y PPLICATION
1lTD
253-835-2607• FAX 253-835-2609
u"-.,u,.,:rl,,, e-,ical„-'�,+, — F FEDERAL.1Nl
.)
The following is required iARAQWnETdn incomplete application will not be accepted. Please print legibly (in ink) or type.
PROPERTY•- •
SITE ADDRESS //4 f^L,- //���tiL SUITE/UNIT #
ASSESSOR'S TAX/PARCEL # -a, CL' 3 �✓ - V LOT SIZE
r ,nc��
LEGAL DESCRIPTION (e.g. Acme Estates, Lot I) 1 � '�' :� �"�`'s, �Q ICyW34-
(Attach separate page for I—Ohy legal rl—ip+i6n)
TYPE OF PERMIT -Q'BUILDING t, PLUMBING ,MECHANICAL
❑ DEMOLITION ❑ ELECTRICAL ❑ ENGINEERING ❑ FIRE PREVENTION SYSTEM
PROJECT DESCRIPTION (Provide detailed description of work included on this permit only)
PROJECT NAME (Name of Business or Owner Last Name) I l• �J� ( E j C (` �\ CAL—
PEOPLE INFORMATION
PROPERTY
OWNER
CONTRACTOR
COPY o[ card-qulrad
with each vppll—ti..
APPLICANT
PROJECT
CONTACT
LENDER
NAME
vy-AC5.•ti
PRIMARY PHONE
( i `5y) � 'I)i - ^2
MAILING ADDRESS
PL
CITY, STATE, ZIP
Av ov N L,, A leca,�
E-MAIL ADDRESS
COMPANY NAME
APPLICANT NAME
OFFICE PHONE
MAILING ADDRESS
CITY, STATE, ZIP
CELL PHONE
CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER EXPIRATION DATE
FAX NUMBER
CONTRACTOR'S REGISTRAT]ON NUMBER EXPIRATION DATE
E-MAIL ADDRESS
COMPANY NAME -
002�
MAILING ADDRESS -
APPLICANT NAMEOFFICE
')1C,,ce f �y� 1i'1 C,�) f, c.J
CITY, STATE -
PHONE
wxn ) i?-;'> 'gZSb
CELL PHONE
t 53 g'z-o -oft^
RELATIONSHIP TO PROJECT
o Architect ❑ Tenant ',,; 'Agent ❑ Other
FAX NUMBER '
C -
NAME PRIMARY PHONE
E-MAIL ADDRESS
11
y u ,
NAME Per RCW 19.27.095:
c C.4-- Lender information is required if project value exceeds $5,000
MAILING ADDRESS CITY, STATE, ZIP PHONE
sSZ GSI K) M_ve,`,i (. u -
v" fL �•_ ( )
EXISTING USE VA C'r� � PROPOSED USE 15FE,
EXISTING ASSESSED/APPRAISED VALUE $ li , C,`?O VALUE OF PROPOSED WORK $ !! -C-sem;•
SPRINKLERED BUILDING? ❑ YES I& NO FIRE SUPPRESSION SYSTEM PROPOSED/ REQUIRED? ❑ YES D NO
WATER SERVICE PROVIDER Ef LAKEHAVEN ❑ HIGHLINE ❑ TACOMA ❑ PRIVATE (WELL)
SEWER SERVICE PROVIDER -b' LAKEHAVEN 13 HIGHLINE ❑ PRIVATE (SEPTIC)
PAWAts
.x.::i..,7 r.s.i• t l
AREA DESCRI N
EXISTIN
SQ. FT.
❑ REPAIR o TENANT IMPROVEMENT
PROPOSED
SQ. FT.
TOTAL
S . FT.
SHOWERS
BASEMENT
SINKS
❑ NO
14
FIRST
❑ YES
o NO
NEW ADDRESS REQUIRED?
SECOND
iy�
t�j
1S
I
THIRD
o YES o NO
DEMO PERMIT REQUIRED?
❑ YES
ADDITIONAL FLOORS (DESCRIBE)
DECK COVERED OR t3nJNCOVERED
GARAGE D' CARPORT Q
- S 7
S S�
NUMBER OF FLOORS
EX152IN6
PROPOSED
TOTAL
TOTAL E 17STINO Sr
TOTAL PROPOSED Sr
70TAL�r; ,1
�V(C
**NEW HOMES ONLY" NUMBER OF BEDROOMS ESTIMATED SELLING PRICE
Indicate number of each type of fixture to be installed or relocated as part of this project. Do not include existing fixtures to remain.
MECHANICAL_L
Value of Mechanical Work $ 'tom (A COPY WF BID OR ESTIMATE MUST BE INCLUDED WITH APPLICATION)
AIR HANDLING UNITS EVAPORATIVE COOLERS y GAS PIPE OUTLETS WOODSTOVES
BBQS XS FANS F GAS WATER HEATERS MISC (Describe)
BOILERS C FIREPLACE INSERTS HOODS )commercial)
COMPRESSORS C FURNACES / RANGES
DUC S. GAS LOG SETS REFRIG. SYSTEMS
Z BATHTUBS (or Tub/Shomercumbo)
L DISHWASHERS
_ DRINKING FOUNTAINS
ELECTRIC WATER HEATERS
HOSE BIBBS
URINALS MISC (Describe)
VACUUM BREAKERS
WATER CLOSETS rroitet)
WASHING MACHINES
I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge, and further, that I
am authorized by the owner of the above premises to perform the work for which the permit application is made. I further agree to hold
harmless the City of Federal Way as to. any claim (including costs, expenses, and attorneys' fees incurred in the investigation and defense of
such claim), which may be made by an person Including the undersigned, and filed against the City of Federal Way, but only where such claim
arises out of the reliance of the cite u Ing 3 icers and employees, upon the accuracy of the information supplied to the city as a part of
this application.
NAME/TITLE
RELATIO
❑ Owner ❑ Agent ❑ Contractor
(Title)
❑ Architect
❑ Other
OFF' f3 r-2
o NEW o ADDITION
LAVS )Bathroom sinks)
❑ REPAIR o TENANT IMPROVEMENT
RAINWATER SYST
f
SHOWERS
BASIC PLAN?
SINKS
❑ NO
SUMPS
URINALS MISC (Describe)
VACUUM BREAKERS
WATER CLOSETS rroitet)
WASHING MACHINES
I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge, and further, that I
am authorized by the owner of the above premises to perform the work for which the permit application is made. I further agree to hold
harmless the City of Federal Way as to. any claim (including costs, expenses, and attorneys' fees incurred in the investigation and defense of
such claim), which may be made by an person Including the undersigned, and filed against the City of Federal Way, but only where such claim
arises out of the reliance of the cite u Ing 3 icers and employees, upon the accuracy of the information supplied to the city as a part of
this application.
NAME/TITLE
RELATIO
❑ Owner ❑ Agent ❑ Contractor
(Title)
❑ Architect
❑ Other
OFF' f3 r-2
o NEW o ADDITION
❑ ALTERATION
❑ REPAIR o TENANT IMPROVEMENT
BUILDING SHELL ONLY?
o YES o NO
BASIC PLAN?
❑ YES
❑ NO
ZONING DESIGNATION
CHANGE OF USE?
❑ YES
o NO
NEW ADDRESS REQUIRED?
o YES o NO
UP/SEPA/SU?
❑ YES
o NO
PLATTED LOT?
o YES o NO
DEMO PERMIT REQUIRED?
❑ YES
o NO
A]
Bulletin #100—January 1; 2007 Page 2 of k\Handouts\Permit Application .
09%25/2007 16:15 FAX 12538911168 THE TRUSS CO
641W �A7PIX ;CAL MIP
C� 002
4
1 910 -0, 0 6-4-r 5-0.12 11 i�1 Q7S 7 6-&9 20.6.0 8-9.8 2B�t(7-7-7 0 S -6u 117-12 8� 4 40-6, %4 0
Scala = 1:71.0
9.8 = 3x6
34 II
4x6 Ii eze =
3x6 it Uo II
4e �y O 1l ,o !a 19
2x4 I. 3idii = 3vA = 3x9 z 3x4 = 31d = 2x4 II
4x4 II
0-04 64-4 6�-4 6-5.8 12.9.12 7-24 20-00 7.2.4 ?7.2.4 8S8 337-12 51.4 40.0.0
L40AOING(pen
SPACING 2-0.0
CSI
DEFL
in (10c)
Ade
Lid PLATES ORIF
TCLL 25.
laumD0 PIT,"vaso 1'6
TC 0.56
ven(LL)
-0.29 .7
-999
350
M120 1951148
TCOL 9.0
Ler'ncroase 1. :6
BC O.07
Veri(TL)
.0.60 !6.17
-946
240
5CLL 0.0
ress
Rep StInv YES
WB 0.56
HDR(%)
0,19 12
Ale
Tile
BCOL 70
Code IRC20037rP12(102
(MaOtx)
1 -light; 193 lb
LUMBER BRACING
TO, CHORD 2 X 4 MF No.2 •Except- TOP CHORD SUupula! wood anaalhtng dins applied Gr 2.0-10 oe ourims. exeepl
T4 2 X 4 OF 240OF 2.0E 2-0-0 oil pyi ,4-6-1 max.): 4.10.
BOT CHORD 2 X 4 HF NO,2 BOT CHORD RIgid catling olroay applied or 10-0-0 ori brecing.
WEBS 2 X 4 MF73PF SWNBTD 7>xcepl•
W52 X 4 H F Niii W? 2 X 4.17 No 2, W262 X A OF 2400E 2.0E
'27 2 X 4 OF 2400E 2.0C, VV29 2 X 4 OF 2a00F 2 OE, V 29 2 X 4 DF 240OF 2.0E
W30 2 X 4 OF 240OF 2,0E
REACTIONS IID/siao) 2=1691I 11=169610.68
Max UPI! t2=293(LC 3), 1:.293(LC 3)
FORCES 110) - Maximum Como nisslonMaxtmum Tenswr,
TOP CHOMU 1,2=0143, 2-3=-30 0 4141 I, 34=-2486!395. 13.11=.2aeOfs9u, 11-129.3004/al 1. 12-13=0143. 45=.24101406, 7--2412/4UG, d•%=.176 v45J, 7d•-27611453. d-b--Z412f400.
007 CHORD 2.20=26712579. 18-20=-2672579, 19.19=.297/1679, 17.19=-1982412. 19.17=196/1412, t5-16=.2672579, 14-15=,20712579, 12.14=.28712578
WEBS 18-23=0294. 523=-Q241142. 16.24=01295, 944=-024114, 6-17=•9(1564. 7-1.7.-5271144. 13-17=rWSK 3-20=01220, 321=-4051114, 19-21=•2131154, 18-22--2141'53, 11-22=-169/1'4.
11-10=20. 121=-20)191, 10-i2=-/07190, 21-23=.275136. A_23=-12111942. 22-24•-274139. 10-24=-121/943
NOTES (101
:) Unbalanced roof live lovas neve Dean Con Sldared for tats oos�gn.
2) V+Md[ ASCE 7-02 85m oh: n=2511; -CDL= A Apse BCDLrA.2psf, Category I. Exo B: enc4aaeo: C -C Ex1Br1cr(2): cantilever left and Tight axpoxod ; end venicel left
an7 rtighl exposed: Lumbar DOL=133 place grip DOL=1.33.
3) Provide atlo tualo dminage to prevent water ponang.
4) This urns has been designee, for a 109 pet ootlom chord live lead nondoncurlent will) any other live made.
5) This Inns requires plate nspacWri Der file Tooth COUnl Method when Into oUSS Is chosen for duality assurance inspection.
d) larov,de mechankat Connection (by olhere) of Wes to blaring plate capable 203 It LOW et lolnt 2 and 293 Ib Loin at Joint 12.
7) Ti trues Is designed In atxoroance will) tno 2003 lntomadonai Re:lo rvlal Code sactidne 11 1.,, ana Ra02. lC.2 end rateroncea.&lenges ANSItTpl 1,
6) 066lan a5surrioli (net onerlavion) yurllrs al OC ipacli ind,mied, Fastened b IIU9e TC wl2-10a nails.
9) True In185 Is 0eiyned for 3 CI1aaD faQpf of 1.25, whlGh iz usctl u rylalc ;Tie tow lead deneCUon The thlpding aeslprler &nail vanty wal niz paramwar fts vviLi
nerttenaeduse ofthis cdmDpnant, Oot sheathing Inspection
10) Al,almensbns given In fseNnches-stxtocwhs (FRISS) f6nnet.
LOAD CASE(6) 6lanci required prior to cover. Rooi
surface shall be free of debris
Provide this approved truss and contractor shall provide
modification redesign by access.
truss company on site and
available to inspector.
Roof coverings shall be By
applied in accordance with IRC ,
section R905 and shall meet fc�
minimum roof slopes for the
Oesi4n valld `Of use wIN Nli Wnwlors. ThIS 0e31gn IS based only upon parameters shown, and i5 for an indivtrt•,ral budding component 10 be�llnstallea 11112 fooled
ver0colly. Applicability at design parameters and propar Incorpor"n of carriot t l rleswitsibilty of building designer. Bracing shown (e for'aleral SUpporl a Indivldua
wed members only. Addillonal temporary bracing to Insure alaullIty during coneOULllon is the rasponsibdih of the erector. Additional perm9^enl breang of the overall
mcUro Is the respohsrDuky of t"D G11f0:ng designi for general gu'dance regarding faurzaltion, ouallty control, 61oragti deliveryendtOn a,d bracln9 CDASull AN917TP1 1
Quality CrIborla,CEB•89 and 13CS11 9ullding Component Safvty Information avallable from Trus Plano institute, 583 O'Onoh o Odie, Madison 'NI 5371, 9
07-100879
4112 ...7�'�t�.i�I�IL.'Ai[:f�u� 3st. IiTi •�[]'i�_: - TI A - IW.M� I M�
09/25/2007 16:15 FAX 12558911168 THE TRUSS CO
0 009
Page 3 of 4
+=t Triss Try % Typ. Cry Fly CBS / KKALMJ0YHA / MYAA
M160 BFIX ICAL HIP 2 1
I .loo Rebronee {Optbna0
naYT- 17 Sumner WA f Eugene OR, DNL 7.000 s May 29 2007 nnlTor Tire Sep 25 14.1023 2007 Page 1
-1dW0 7.4-2 742 4-0-14 1
t-5-0 1 14.7-7 fi�a 20.0.0 5-41-9 2Sd.9 Y2-7 2&7-() , 0 4 32 7 lA 7�4 60.OP�4�80
Scala= 1:59.9
5x7 �
3x9 l 5.7
313108 II 3rd II =
20 19 16 '.7 16 15 14 "•'- -
2X4 I' axe = 3s4 = 3xa = alta = 3x6 = 2x4 II
0-0.0 .,
7 7t2 6_�,e 14.,2 5-104 204-0 5104 25-104 6-a-10 22-7-14 7.d.z 40.0-0
"i
LOADINO(parl 1
SPACING 2.0.0
I 6S1
DEFL
In (loc)
i/ded
Vol
PLATES GRIP
CLL 25.0
Plates lnuvaw 1.15
7C 078
Ven(LL)
-0.29 17
1999
380
M720 1851148
TCOL B.0
Lumber Inc=as- 1.16
BO 3.75
YBnrTL)
-0.51 17
1939
240
BCLL 0.0
Rap 6tress Incr YES
WII 0.32
HoR(TL)
0,19 12
Na
Na
BCDL 7.0
Code IRC2003ITP12002
(Matrix)
We1gmP 194 D
LUMBER BRACING
TOP CWORO 2 X A MF No2'Exmpt• TOP CHORD 6immml v1-od eheelh,ng drreezy 60plied or 2-2.0 cc penins, except
T4 2 X 4 OF 240OF 2.0E 2.0.0 oc purlins (4.7.5 max.)' 4-10.
BOT CNO.^D 2 x 4 HF Na.2 807 CHORD Rigid culling Mihaly applied or 10-C-0 oc bradng
WEBS 2 X 4 KFISPF 6IudISTO-ExrApt- JOW TS 1 Bram at Jill): 21. 23
W52 X4 MF No 2. WE2X 4 H No.2, W72 X 4 HF No.2. vv252 X 4 DF 240OF 2.0E
W28 2 X 4 OF 2400E 2.0E, W27 2 X d OF 2400E 2.OE, W28 2 X 4 OF 2400E 2 D
W29 2 X 4 OF 2A00F 2.OE. W30 2 X 4 CF 240OF 2.0E
RFJICTIONS (IDiblze) 2=1898!0-5�, 1 2=1 6 96 10 3-2
Max UDtif4=293(LC 3). 12=292(LC 3)
FORCES (lr! - M¢ximum Tensa=
TOP CHORD 1.2=9;43, 2 4=-2 96 014 08, 3-L-23851374.10-11-2395,!379. 11-12--2080/408. 12-13=0143, 5b---25161421 6.7=27361460, 7.6=.27381450. 8.9•-2518/421, 9-1C=-25151420
1107 CHORD 2.20=-2582636. 16.20=•2582536. 18-19--259/2539. 17-18--21 :2518. 16-17=211/2516, 16-16428612639, 14_1 6=2 661250 9. 12.1m-66612539
WEBS 16.22=431230, 6.22=.7CW126, 18.24--43230. 1124,* -709f128. 6-17=-46!452. 7-1 1=-47 011 2 2, 8-17=46/452, 3-20--=68, 3-21=462f125, 18-21.-7829B, 16-23=1&298, 11.237-WV125,
1 t-1`0268, 4.21=-40126b, 21-22--457/95. 4-220-1151510. 10-23=4(X289, 23-24=45TIO, 10-24=-1161810
NOTES (10)
1) Unbalanced roof Ove toads haw Wen consideree for In+s Million
2) Wind: ASC2 7.02; 66r11ph; r1 --25f , TCOL=A 6pet: BCOLo42pef: Category II: Exp B, anaoti C -C Exterdr(2), cantlievor leh and Tight expcsec , and v.mcal ef4
-d night aM-ed; Lumber 0OL=1.33 Wale grip DOL=1.39.
3) Provide adageate arelnege to prevent weLer ponding
4) This truss hes been, designed for a 10 C pef bottom snore ave Toad noneOMxarrenl with any other live idada.
5) This truss rdgv,res piata;nwacvpn pmt the Tooth Count MelhOo when ills [tugs !e crsbeen for quality aeaurenrA Inspection.
6) Ptevido mech311-dat OOrinodlon (by athers) of!rus4 to oeeeno plate capable of vAilisiendthg 293 ID Jpult al Joint 2 and 29310 uptm at )olnt 12.
7) This truss ,% das6nad in acwrdanrd vet= Lha 2003 n(emelronal Res,denual Code secuone R502.11.1 and 8802.40.2 end referenwd standard AN611TP i 1 .
e) Dasgn assumes Axl IRS] orientithon) purr ;rle al oM epaong Indldsten festered to bias TC w/ 2-10d nails
a) This truss ,s designed for 3 creeo factor of 1.25. whtch 16 need to rAlueae the total load 006ectfon. The Dwlaing assigner snau verify shat Inls paramator fits vAlh
the intended u6e Mf this c mponent
0) rut dimenelons phren 1n feel-IMMarl-arxteenthe IFF119S) fbrrllal.
LOAD CASE43) Standard
! WAIMLNGi - VERIFY OL31GV YnRw.6T£TLRS .LhD READ ALL NOTES ON TNTS Tilli FIRAUsING VOTTC RTFORr VSK
Design vaitd for uae wilh Mitek mnnectors. This deelgn is based only upon pawmema 6town, and is for an individual building component to be installod and lo=d
verlGaOy. apylc6olnry of de:Ign par8me!et5 and proper minrpomlion of rammnem is responeJbblry of Dwldfng deafgnar. 9radng shown 16 fir lmrai support dt individual
iso members only_ Add;rtonal mm0orary bracng to insure stability dun=g construcion 1s (he tumnsiWi ty at Ne efec7lr. AcdluOnal permanent bracing Or the overall
auuctureIs die esponsitil!ty al the oullding deelgnsr. For generaigufdaricis regarding fabrication, gcality wrtm6 storage delivery enaction and bracing wnsuit ANSUM I
Quahty Craria,038-819 dna OC314.8wlding Component SatoW )nformii availa0le tram Truss Plate msdtule. 583 O'Dnafrlo Drive .:Madlacn, WI 53719
09/25/2007 16;15 FAX 12538911188 THE TRUSS CO
maus2nes.
4 at A
.i4 7.11.14 3-51 11�-15 480 15-1415 d1 t 4_7 1 2L7-� to 0 26.7.7 7.5.1 321-0-2 7-11-14 40-.06
1b0
Scale - 1,609
5x7 =
3x6 ?/ 34 34 1 dx'r -
6 7 a 9
1e it ro 1a 1. u
2x4 11 3.8 = 3xe _. 7xd II
3x8 = 3x4 =
0.0-C 7-11-14 7-11-14 1." 15.6.4 ¢1-8 $
2412 75-6 31-0.2 7.11-14 10-0-0
LOADING(pan
1, 3111"ACINO 2.60
i CSI
DEFL
In lloc) Iloall
L/v
PLATES GRIP
7CLL 25.0
Plates Incrva ce 1.15
TO 3.98
Vart(LL)
-0.2915-16 >999
360
,MT2.1 1851746
TCOL 8.0
WmDar IhcrGasa 7.15
BC 0.61
Ven(TL)
-0.57 15-16 >630
240
BCLL 0.0
Rep Stross 1, YE$
WE 0.27
HorZ(TLI
0.19 11 Na
Na
BCDL To
Coda IRC2003ffP12002
(Matrix)
i
Weighh 191 Ib
LUMBER
TOP CHORD 2 X 4 HF Na.2 •Excopr'
T4 2 X 4 OF 240OF 2.0E
30-, CHORD 1X4HFN -2
WEaS 2 X 4 DF 2400E 2 OE 'Except'
W23 2 X 4 NFI$PF SludlgTD, W24 2 X 4 HFISPF Slud13TD
W1 2 X 4 NFISPF StudlSTD, W2 2 X 4 HF No 2, W5 2 X 4 HF No.2
W4 2 X 4 NFISPF SbudISTC. W5 2 X 4 HF Not, WB 2 X 4 HF No.2
REACTIONS (Wake) 2�1696N•5-d, 11�r6B810S-8
Max UPIIR2. 295(LC 3). 11e -29311-C 31
BRACING
TOP CHORD Stru lunal wood sheelhing alrcc!ly applied. 1.x4801
2-0-0 a pi, Him; (5.0-3 max )' 4.9
3CrT CHORD Rigid calling dlncctly appliod or 10.0.0 oa 15:110ng.
JOINTS I Sraceat.lt(i): 10, 20, 21 22
FORCES (Ib; •'-.:omun-: Cc•^.rrossionlMeximum Tension
TOP CHORD 1-2-D143, 2-3e-2843t4D6. 3d --2307!396.0-t0=2907/368, 10-11=-2543!408, 11-12=0/43, 46=-26791422, 3.a=•26Ova22. 8.7=46821451. 7-6--25811422, 8.9=25791422
80T CHORD 2-16=2A9I2510. 17-1d=-2492510,'9.17=-24912510.15.16=Z41Y2682, 14.16.24972610,' 3-14-2482510. 11-13=-24912510
WEBS 18-21+0285. 5-21111-317181. 15-22=0295. 8-02=357181. 3-16=02611, 3-15�-tl0011J8, /8.1 01367, 16.20=0M7, 10.20=-6001136. 10-13.13288. 8-1 6=4 1 815.1. 7-15.=J181i9, 4-19=•61Yd55,
9-20=91/355, 19-21=-565184. 4,21=-109/757, 20,22=586184, g42=•1091767
NOTES (10)
1) Urbalancao roof Wa loads naw been rnnsidemd for in., devgn.
2) Wind , ASCE 7.02; 95mph; n=258, TCDL=d.•psf; 9COL`4.2pef', Calegory li'. Exp 8: andosad. GC :xteron2). cartliever I0 end rlgnt exposed , end vorIc-4 left
and light axposed: Lumber DOL=1 33 prate Opp DDL.1.33.
3) Provide 811equale dreinage 10 prevent water ponding.
4) Thla truss nae Dean oeslgned for a 1C.0 par bottom croro live Toed nonconcuavn[ with witty vthar Ilvo loads.
5) This truss requires plate inspection per Ute Tooth Count Method when this buss IS chosen fvr quality asiumnoo inspadion,
8) Provide TeUlsnital connecd Dn (by ofnarel of INBe to costing pial• rapeDle of wurl6landing 283 III upidt at )ornt 2 and 293 ID uPi,tt 3t )a�nl 1 7
7) Tills truce Is designed In accordance with Ine 2003 Inlemellon ii R•sloanda, Coos sections 17602.1 1.1 and 8602.10.2 antl rekrenctid standard ANS)7TPI 1
8) Design eseumes 4x2 (bet orantapan) purl at oc spacing Indicated, fastened to Crus: TC w1 2-13d nails
9) TIN& vuse is dazigned for a neap factor of 1.25, whirl! Is used ID calmiaie ire total load daflaalor. Tho OWamg dcx�gner %hail venfy chat this parameter fits with
the Intended use of this component.
10) NI dimeneione given In feel-Innlea-elxteenlne (FFI135) formal.
LOAD CASE(S) Standard
1WA NIN-:- YEREFYD S1 •VP Ra: T S- W PAD ALL NOTES ON 1"9 TRUSS RRAWTINC•NC)T-44C.-
Design valid for use with MltDk connectors. This dedgn is based only upon paremetara shown, end $ for an individuall building component tribe installed and loaded
wVcally. ApplCBmeryof de$lgh pOrBmexR and proper,noo.'pomfon of Ctmporeni 13 ra9pdnsibillly of building dealgrler. Bracing shown Is for lateral support of Individual
veb member; only. Addlbonal temporary bracing m Insure stabifty during torstructon is Ula r9soorslbdlly of Ute BreCtor. AddlUonel permanoiI bracing of the overall
s venire Li the ies0ons01l4y of the iulldfng designer. For general guldence rogarri 43bdradon, quality raniml. Etoraga delivery erection and bracing consul! ANSVTPI i
Quafty Cdt•na,015D49 and BCS{ !Building Component Sar•ty Information dlralla01d from Trust Plate I' Mule, M D'Orof drive, Mactson. W153719
0.•,x®4l R V SSica ma