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RAINWATER 42-48-31 CHIC. CREEr V�1 04fit
Aim ' 11! �.AOCUMENITATUN AUTHIORrGREG' c MUINC 0iile"OF't
S 11
+F�t�Flkffr�±sr`���E ;AYiWs 'l; il.
i*TOTAL FLOOR AREA M 2468
0OR"- 0. 1
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rT,I CT
�*'�xP'rx 24<4 Y
AREA P
Rx 'ti,g,
tA_-*4,AZ!N5 DOME PANE (
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1' irp If" .p[d
Area, Al- '72 3 1 i
Area X= 19;921
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HEATER**
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('21 --GASO ELEC A W ISOLAP**NRA" PV'11,
A �tNc'TE.:-', POINTS IS ALLOWED RY cA'�-3b�yk
Y
ENERGY DESIGN COMPLiOKt f.: °,ATEINI
-------------- ------w�.ar
I hereby certify under pea* ty 4i Perjury that thIS
&:sign meets the energy �bl�jn _ a an-z�gcureR�ont eI
Title 24, Par �,apt r 1, 3 2-�14@� fat
Ch
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f
4
Ct 1£tJ7 } *Lf T } ;IGATTON*
RAINWATER 441-491-31 MHIC i C,REE,�. ES7#4 j
+� �t�Eik�i�'���t�•*����x•�*�#�•�it•��•i�*�t� �•� ��ak �•M-#�Fx�F�•� �•�t+�1�`•�i�}r,
*** RE81DFNTIAL BEAT GAIN & LOSS - PApIQ ES 1MATE off
fff
CRITERIA,"
} COOLING # OUTSIDE=102 J INSIDE;•7a I TEMP. DIFE.714
44EA7ING OUTSIDE= 31 I INSIDE=70 TEa4?. DIFF.=35
*CEILING = R- 19 *WALL = R- 11 *FLOUR Rt- 0`' *'WINDUWS = DO'CI'LE PANE
��i: # �£�•�Etf ,••F, it*iE�`iF�• �i�#�iEi�iE�f•*�i•i•�i; �i•��F#Y,•i��•���•�CY.•�-i��•�#fit-
JAC AREA FACING FACTOR SEAQ kTLP- FACTOR ,�7t14
-WALE. 000
' LAaS ;:55 '�nr3 25 371.1
y, EASE 5
X Yi ail. 2 . �: r: ..
t ahs' A �-, 0 30. a 0
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,> ��i�4: ,:,k .-,•,.� 1. �r
ov 221
rA, FrN7�I& aN II♦y{� EA �j L. l.I w'fes N
a D>CT MEAT GAIN „ U 443A.
r,- "'ITAL 1AI+, 7pt"..�
yw' GRAND T{.rik '�, f, 4` i-";
y r.
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m
: d 5RA'4" TOTAL HEAT L(FS< 4
f {; uA$ ?.`fUH +MIN. Gy + 0 x F 7,C �4au 4740
1
Ii S>'- BTUH ?,44.kr,331 33i + a0 1
Lei
S:IMMAR't
• 3843.9 COOL I NS ETJLI DE"AN'L
HEATING F'UH OEMAN
'MAX. 4504- �, W
�(# F� k��'K TFiE!•#•� t�-iF'# 1t ?f'lF� ii k? f°#E i� ll %1E•. •
1,'SE DAY & NISHT GAS AIP-C`')ND.1
%,DEL # 595 'O5D100 15`5.'44-100,00C °TU GnS yU
a A"T. ON'll k* RHEEM 'SAS & AxR-.X10"t
MODEL # RREE-12E48A 'c4' TOS -, -'lt` r 004 V' GAS ..IT
QSE AMERICAN GAS WATER NEATER
MOVEL '# SUF'-533-1 (50 EA.
fi ► �� �k!��t•k1"-�r�EiEf i�#� �E K 3 1� #•f• + ki��• �fitr
USE DF" 'I XTURES
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# 100 ;
CERTIFICATION OF COMPLIANCE WITH CHICO
UNIFIED SCHOOL DISTRICT RESOLUTION t4Q.
340-87 CUSD; _ NO
Chido Unified School District d6rtifIo that'
tna p
,ermit applicant= 6p roartr.)
»r I d�
{ ciftss �
(street e S ; Ik
gcity) {state) P)
a complied With the roquireMerts of
Nesolutlon No, 340-57 reg-ardinq
derjtrsll . of commerciml/irldogtrialk Orttt{s1 dh
'Asaeasor Parcel No. "' ."" X" '
by the payment 4f fees of ' �.��'` •�
representing w° - square feet,
I
. 'date _4�'USD. a rdsentative
lei
I
k
CERTIFICATION OF COMPLIANCE WITH CHICO
UNIFIED SCHOOL DISTRICT RESOLUTION t4Q.
340-87 CUSD; _ NO
Chido Unified School District d6rtifIo that'
tna p
,ermit applicant= 6p roartr.)
»r I d�
{ ciftss �
(street e S ; Ik
gcity) {state) P)
a complied With the roquireMerts of
Nesolutlon No, 340-57 reg-ardinq
derjtrsll . of commerciml/irldogtrialk Orttt{s1 dh
'Asaeasor Parcel No. "' ."" X" '
by the payment 4f fees of ' �.��'` •�
representing w° - square feet,
I
. 'date _4�'USD. a rdsentative
-T, SUBMITTED BY TRU TOR
COMPUTER INPI; SSJ�,BRIC
I_eZ35 KA THIS DE -7-N HAS BEEN PREPARED FROM
-JOB,-- -
ff-?_9 4�58 9.44 14-55 19.56 24.38
zo
HoRD� ZX*. FIR-tARCH TC X -LOC L -R-
C
SaT CRO10 2X4 - FIk-LAACH L -R: ff 2-9 4- 98 9-62 14.59 19.5& 2-4.38
BC X -LOC
WEBS ZX4, PIR -LARCH! STANDARD
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH EE TRUSSES REDUIRED
2 COMPLET
,,E(2U:IREMEr,T,S-',, OF I.C,9_O_ RESEARCh REPOkT -#2549.
FASTEN TOGETHER WITH I -6D NAILS co
-Itl HIP ONLY
TES ARE To, BE CENTERED ON T14E JOINT�v- LEFT TG RIGHT AND -C�
TOP CH — -------- 'S" 0
1ALL P LA WEBS ------------------ - 4" O.C. STAGGERED Ln
Top, TO� ROTTOK, EXCEPT VHEN LOCATED BY CIRCLE OR DIMENSION. ------ 16" O.C. 1\3
-E LiDCATIONS ON TY.F.ICAL JOINTS -4 ------------
F LAT SOT CH CD
SEE DRAWING: 13ff FOP,
- 1, 3, 5, 7,,9*
2 ENDS.
S I NGL E: CUT WFS
CONCENTRATED LOAD-- LOCkTIONS MUST RE MARKED ON TRUSS
EY TRUSS FABRICATOR rG INSURE FROPER, ERECTION�
TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED
-I&ILITY OF THE BUILDING DESIGNER AND TRUSS PURLINS SPACED AT A MAXIMUM OF 24,' O.C.
�IT IS, THE ItESPONS
FASRICATOR Ta REVIEW THIS DRAWING PRIOR TO CUTTING LUMSER TO
-.VERIFY THAT -ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM
:TO .TRE ARCHITECTURAL PLANSISPECIFICATIONS AND FABRICATOR'S
�T_RUSS LAYOUT -
Conventional framing is -not the resoonsibility of the truss designer,
:manufactarer,,nor truss fabri6ator- Persons erecting trusses are
' -afes gineer regar---_
cautioned ta seek advice by local -p-- sional en dina
convent:Lonal framing-
fies: desige for common bip-trusses to be used
.nis dravin aLso* speci
()-C- ty plyl- Use same lumberconfiguration an,ft plates- Dctend
top chord to 11-101 rafter and support: every 4-0-G-, Brace fla' top
chord ur/2X4. lateral bracing @2-4.11 O.C_ Fasten to each chord
v/2--�16d nails 51A,_ op:t/Sp1 5X6 2.5X4 3xq
al nails sDecified are common, wize nail
2-5X
#1 hip designed to s ort 9-11-4 jacks
with- no vebs- upp 12
3X4
CZX4
1 _5X3 3xS 5,v 4
�X 4
AM
9
!W" G.H_ IV
2 S PPORT
4-6-13 OVER SU
R-25039 W- 3.50-
p.,_j9qq# V- 3.59�
PPSAI I
:751IGN TO ERECTION CONTRACTOR A_ REV 13.1's
PLRTE TYPE- -KRINE SE�ON FLP..NISR A CDPY' 3F THIS ME _7
FL -KNE EWS(IYEEFE11 FR=,CrS, M, - TRUSSES- REWIRE EXTREME EWC- DESIGN CRIT LJBG_� REF P777- 7IMT
1 11 A �� \
x-xTMP0RTRNT-**- 94:i, -L toT BE- fiEspwj�imEfoR Pwf WRRNING it, i- -a, it&, EREcTION w N,
MUElfS WOW TRUSSES; TC LL 16-. 0 PSF DRTE 12/1
3 / _217
GarMT10.% FRon TpZ-sz SPMROSTI&S, OF RiT DEVIFOTM FROM BRFCDZ-SM 1 SEE
COWZ -71
hEsIGN: ER FWT F;1LURE Ta -BUILD T�C TF44S 19 CD�,- ORMBNEE 4URT Fc4P� KaM. E?ZRTMNS - Ic TC: DL 10., 0, PSF DRVG CRUSRq27' 87352013
AL r-Efcm-R - -
V11if T�E -DEALtTT CrA-TR13L BT TFJ, FA-OIW- CokNEar;Rc THIS, rjEsIj;&, _-UR FOUILTID I SPErffi_ F
is. UNLESS offiEilfst. 1_4 9C OL 5. G PSF CA -ENG
FRE: M&aFFL7tF0 Fran 2a GFdZE GROIWIZED STEEL E>LESS hVU BRFEING REWMMS
EHG"� MEETtW RSWIRE,,jE?aS OF FeTo P449 RRDE f�_ Siin-W. TCP CHWIS &4iLt BE LFfTERFLL1 BRFCEr,
TLI GTkER';IsE -ERTHTWu ' _f t -8-0
EfLy
RnFiCrEll ?Lr0W ShE 3.1. :) PSF 0/fl LEN. 2q'
L t1w qpftj eC*jqj;p�gs 'M W% F.CES FiT ERCH -GINT Ftc LDCME FG 9111 PR&r TOT.LD-
1*4LM DTWWISE SH)Wr- WITM rJ4 D V(T-
TRUSS', zEsjr.� �sTw*mr� mnFa vrTit FPPLicPa_E7 f?Mx1sI1r�s OF K, EPFCIFIM 0#4 mlrx� ED WT Um T�Iis OUR..FFIC- 1.25 Pitch: 6111
5 F�11 WTFT WCTI. IIESTM- WIT�k FIIE R9PACW`WT lFfATED-EUSER.- 9-11-4
Setback. TYPE SPEC
WS - WiTIOWL bMIt;h SPrVrZ-�A'I F 0 v M13 CnNSTRWI IrN
TRUSS P"alf 1W.Tituir
JOB-- 1d244 1�-AT TKIS DESIGN- HAS 'BEEN PREPARED FROM COMPUTER INP -UT, SUBMITTED :BY TRUSS ..FABR1 G-�A T 0 R
TOP CHORD 2XZ FIR -LARCH #1 TC X -LOC L -R: 9-25 5.32 9." 12.68 17.71
BOT CHORD 2X 4
WEBS 2X4 FIR -LARCH STANDARD BC X -LOC L-Rz Z-29 5-5Z 12-59 17+71
CONNECTOR PLATES MUST BE' INSTALLED IN ACCORDANCE WITH SINGLE CUT WEB *-2 ENDS:1,4
REQUIREMENTS OF I.C.B-O. RESEARCH REPORT 02945.
- TRIS #1 HIP DESYGNED TO SUPPOR7 5411* JACKS WITH NO WEBS4
ALL PLATES ARE TO BE CENTERED ON THE JOINTi LEFT TO RIGHT AND
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. TOP CHOR�D SHALL BE LATE'RALLY BRACED WITH PROPERLY CONNECTED
Ln
MAXIMUM OF 24" O.C.
SEE DRAWING 132r FOR "PLATE LOCATIONS ON TYPIC/L JOINTS." PURLIVS SPACED AT A
IT IS 'THE -RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS
conventione-Ij. framix -i-, nnt th- responsibilit'- -f fbp truss designer,
FABRICATOR TO REVIEW THIS DRAWING PF TO
plate manufacturer,nor truss fabricator, Per -cons erecting trusses are UOR TO CUTTING LUMBER
cautioned to seek advice by local professional engineer regarding VERIFY THAT ALL DA:TA,, INCLUDING :DIMENSIONS AND LO4DS, CONFORM:
conver�tional iraming. TO THE ARCHITECTURAL PLARS./SPECIFICATIONS AND FAF!�ICATORIS
TRUSS LAYOUT.
Extent.' tqp chard to hip rafter and support every 4-0-0. Brace flat
top cb.ord with -':�X4 lateral bracing @24" O.C- Fasten to each. -cbDrd
wlth 2-16d nalls.
SRA14C
t
5X6 5X6
2" typ.
3X4
':-3Y,4Z
Co
2. S x 4 2. SX4
-77�
is"
—19-0-0 OVER 2 SUPPOR -S
i,- 3.51D- R 57# :V� 3.50' A17
P1 C' T S- RCTOR PPS Al I
U, y- E0jN--,155972 FURNISH R COPY OF THIS DESIGN TG ERECTION ED REY 12.11.5 SZPIX -'U.3752
-m CAPE
U-1 EXTRE —1205
"'OK tSGoiEE-W-1i ?P=TS. If;- DESIGN CR REF R427
WARNING
T-,MP0RTRN4T** Aofl�,Z, aampmaw-l-V FOR Rif IN w-Axjw.. ER---TlnK mc
foraylAnvoi rims IRKI?z SEV- -UT�Tz-, MVCO�Iw= ZRUSSES, TC: LL 16.D PSF DRTE 12/18/87
it. mwmv��. =memov Frz REC=f"MA'I
TC DL 10.D PSF DRVGCRUSR427!87352D17
Itt, -,Aj�j -�4wimL rv�- BT Tpq� R,-jm� apoxi-ttTms IF(m msrzoi Fm Fwrj3NL Sf1tM1kfvr�;;-
;�W-r -4r Skici ULv;w7Ztr- STEU LOUSS UE41 RWCirz qQIZAMNIS IALES OrrOVIVE
i BC 'DL 5. 9 PSF Cfl-ENG'�<
FCM
LPIN FaIn fj+49. rAAX, A. SkZiN, TOR UtRC S�4� Ur LATEJOLLT t�k
T:� 20�!ti fKES 44� ifirAf Xtk- TOC L'MRIE AS 41" PRDPER--'f FTTfCr,-m ?,,.Tir= ShimtliPr., TOT.LD. 31. 0 PSE' O/F1 LEN- Iff -'D -
1 -62 -- 7��D�p ssi
14- �Cmihk- LOOIESS, WWWASE fZ.Irr% ZtOtU, 47 K Rimr, mti�z.OR skm�ihr -j
WfJVN W.JKI xg:
1� 6. 0/1�
C�pjr DLJR. FFC . 1.25 PITCH
M no'
SPrErTrIM Du ZESIGh. ME 7HIS
TRUSS 17t
V11H VIRE RMPDW-� MRIM UrZER,
-41 1 -- I -.- 5-'1-4 CSPS - -
To 41STrourc 0�. S10h tP.— Nrl- IN rip vrr TYPE
W, vm� m- &a- Setback
UA -Z np;:q� POPPARF:ry r -Ram. COMPUTER INPUT. SUBMITTED BY TRUSS FABRICATOR
rag Cnord shall.. be I-aterally braced. with properly connected purl -ins
=—,,aced at, . maximum of 241� O -C-
00 v5gas> , Z_
a-3
4-R-0, 3YEOR 2 SUPPOAR TYS
MjQVTCr4 P� r�nPY OF T1413 DESIGN TO ERECTICK 0KRRCTC
-rync 0 ILI rizzaco, R
r, L_rT I C_ CZ,
**1f1F0.RTF!NT**,
WIRNING
--hiT-XZ7
TOP CHOR2 ZX4 FIR-LARCri 01
TC X -LOC L -R: .9-29 6 -IS 14,79 19.56 24-30
TC LL
BOT CRORD.- ZX4�. FIR -LARCH 01
'WEaS Z)(4 FIR -LARCH: -STANDAF)_D
IZONNECTOR
8C X -LOC L_R= H-29 S�Z7 14.96 19,56 Z4_39
cn
PLATES MUST 35 INSTALLED" IN' ACCORDA,NZ!_r WITH
SITfGLE CUT WES -*-Z ENDS --t,3,5,7'
REAUIREMERTS OF RESEARCH, REPORT *23119.
-4j- _MhMT4d, ?I. iEE
4
: TC OL
* IX4r *3 HEM -FIR OR BETTER- COKTIRUOUS LATERAL BRACING TO
co
PLATES ARE TO 9E- CENTERED 0N.TRE JOIN7, LEFT TO RIGHT AND
BE EQUALLY SPACED. ATTACH WITH 121 8d NAILS- BRACING
TOP' TO' aOTTOK� EXCEPT VREN. LOCATER BY CIRCLE OR DrIMENSION.
MATERIAL TO BE SUPPLIED AND ATTAC4ED, AT BOTH ENOS TO A
*K- ;rESUNE-*-M jkE—�-
DRAWING I I aZ FO11,'- -FLATE LOCATIONS On- TYPICAL JOIXITS--
SUITABLE SUPPORT BY ERECTION CONTRACTOR.
LPINr-,
-SEE
L ;,C"� MP CK
-
-1,OT.LG.
IT IS THE RESPONSIBILITY OF THE BUILDIAG DESIGNER AND TRUSS
PRIT-T ccwtECTORI� M -,Cr* 1 -!Ws :1, 77;CK _n1ATT APO =17E
41?1 XRLPEk4l wrpchm tt:V.;4w S4;;Twlf4�
FABRICATOR TO REVIEV THIS, DRAWING PRIOR TO CUTTING LUMBER TO
31-Gi
'MUSS
VERIFY THAT ALL DATA. INCLUDING DIMENSIONS AND LOADS. CONFORM
=�
L MIXV, CrOU 41 Pli 4 a jk diwmcl
Bottom chard checked for 10 PSF live load-
TO TqE ARCHITECTURAL PLANS/S?ECIFICATIONS ANa FABRICATOR'S
fPPt_1CP9r_E FRDVMM� QFIFS
TRUSS LAYOUT.
rag Cnord shall.. be I-aterally braced. with properly connected purl -ins
=—,,aced at, . maximum of 241� O -C-
00 v5gas> , Z_
a-3
4-R-0, 3YEOR 2 SUPPOAR TYS
MjQVTCr4 P� r�nPY OF T1413 DESIGN TO ERECTICK 0KRRCTC
-rync 0 ILI rizzaco, R
r, L_rT I C_ CZ,
**1f1F0.RTF!NT**,
WIRNING
--hiT-XZ7
DESIGN aqTT
TC LL
�cnnms F,3r.- Tw-i OR. lit 3EVW.t[;,#
�VLSCX�SZE
-4j- _MhMT4d, ?I. iEE
I .
: TC OL
"Irf Tte -=FL1,Tr =WROL *0401�.73T 7?1. RNWE
NIS Xrsw� Zca
ARE �*t�KrRCI- RRM 20 Sk� 3kVANUM STEE-.
*K- ;rESUNE-*-M jkE—�-
fir- m j
LPINr-,
-SE7 W - 4-
,F je�n ;;4;5 aRF
r
n- -41SE S��,G mmn AjE
L ;,C"� MP CK
-
-1,OT.LG.
PRIT-T ccwtECTORI� M -,Cr* 1 -!Ws :1, 77;CK _n1ATT APO =17E
41?1 XRLPEk4l wrpchm tt:V.;4w S4;;Twlf4�
31-Gi
'MUSS
BE, alsw,� VMT�� Ar(5 %- )�,P -03 5TrERVISE SRW#f�
=�
L MIXV, CrOU 41 Pli 4 a jk diwmcl
_0L "Sc
fPPt_1CP9r_E FRDVMM� QFIFS
-SPEMPKED CA MM9, 00,�C! ISE
1 R F
TIE- , 12/18/1E_
4 LEN. 214 -S -
tzpArItmr 7q n-: TYPE
;,twe !.-STMiTi. NC;S - &AT, M*k ZEVOt SL1f:,F!`:9T'0N i -;R 40M
lzt4,4 mAt THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUS-� ]FABRICATOR
TOP CHORD ZX,4-�, FIR -LARCH 01 1-C X -LOC L -R: ff.29 A.77 9-ffff �13.23 17.71
BOT CHORU ;IX4 FIR -LARCH 01,
V;BS ZX4 !�IK-LAPCH STANDARD BC X -LOC L -R. 2r.25 -9.gff 17.71
CONNECTOR P,ATES MUST BE INSTALLED IN ACCORDANCE V1_r 'SINGLE CUT WEB *-TC:1.3 BC -.2
I H
OF RESEARCH REPORT o2945�
ALL PLATES ARE TC BE CENTERED 09 THE JOINT. LEFT TO RIGHT AND TOP' CHORD SHALL BE LATERALLY BRACED, 'WITH PROPERLY CONNECTED
FdRLINS SPACED AT A_MAXIMUM OF 24' O -C.
TOP TO BOTTOM EX'O'EPT WREN LOCATED BY CIRCLE OR -DIMENSION,
ISEE DRAVING I- E;n
.9 FOR 'PLATE LOCATIONS ON TYFICA-` JOINTS-' IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS rQ
FABRICATOR TO REV. -EV THIS _DkAW1NG PRIOR TO CUTTING LUMBER TO CD,
VERIFY THAT ALL bATA. INCLUDING DIMENSIONS AND LOADS. CONPORM
_�sttom ctord checiced zor iu PsF 1.1ve load� TO THE ARCF.ITECTQRAL PLANsispECIFICATIONS AND FABRICATOR'S
TRUSS LAYOUT.
�qX'4
2
ZX4 2X4
3X4
3X6
%4j
—16-B-0 OVER 2 SUPPORTS—
D
,PLRTE TYPE-41PINE SEOW-151,5970 FURNIS4 A CQFY OF T14IS DeSIGN TO 'ERECTION' CONTRKTOR REV la.1.5
fiftwivs, jw� lZMES REW10L EXTREM D;RE '+27 1
KPINE ENIA Eftc DESIGNERIT REF R
*t1rMP0RTflNT**v4u NaT eNL_RES?WaHS_'E rOk WRRNIING IN r&0,!NC, ERECTM?i fiW _sS
3eng'ON Mr 14iM 5?ErjFfMjj'*6 OR ff4y MY19TIDN, FRam oRKjN-.,SEE -W-76�. tb;f.W_1fG u0W TRUSSr-S' II'll i e 8 7
TC LL A 0 PSF DRTE
Iti"s a=N OR W ffilltw M BUX0 TWE TpJn IN CW0RrAt.'Cf, tr-4*DiTfQ1 fto RfCaT*NoRTjD�&-*1PD sEr
RE,
op F D"
F DRI
SF (:A
op SSF 1311
LPIN op
X
Z= Willi Tw _01ALLIT COSIRCL r"&*L� W PL XJFINE t%'NE17UR5 rfixS I)ESIVi FM M I lf*PLT SPEWC f'F&-IA- _X Tt DL ID_ 0 PSF DRVG CPUSR427 873.t;-K1G
FgE fVtaACTLRED f -RW. 20 U"F GKrrNIZM STEr- Q$LESS NZKT BMING RfEVIREMNM. fiw!�_ DIFiRVISE
PWAWISE SW"k rMbZ REWIREAENTS Or IOU f,4sg r4,Fzr_ A. swwm� jop cHYM _,;� BE LfITERR.LT MCLED BC 5. 0 PSF CA -ENG
�LPIN WPLT CrA44cToRs Tu aalf, fR-xs. fil uc.( F#D LM67E FS VITH PROPM.r �RT , TW-fC-D PLUIM SNE14,1pliNs, -
511"k BER[w VIDTHS -WE t;11 WimwL Vli� )MONtSE S�Mw. 5017CM 0*-fD WITH, RIGIID,MILY�C OR aitml�gl _rOT.LD_ 31-0 PSF O/R. LEN. 16-0-0-
�_T P1
Ty�
TRUSS wi. Du wi, tisf TH UR. FAC_ 1.25 'PITCH G. 0/12
Dr�UW STk<.ffM MWORN VIM FPPLICIF&E NOMMS OF SPaIF10 DO =1 tvil
*%Ds RIC .7pl IPCV, DES10i V17tf FIRE REIARMNT TRERTED VAIBER �D
4--TPl - ;RM PLATE fw- uof ISPRCING 24.0' TYPE COMN - -
T;TUTF� �M - �ATJ04k DESIGN SPECIFICRTIDst FDq V= COOMiRLCTION
J.a&r fff_4,'7 MAT
TDP� C40RD FIR-LARCh -el
nnnmxocnt consi enuowrco TmarfT �,IfAIMTTTPI
qY
TROSS
FAJ;R!CA*?'V3R
J.a&r fff_4,'7 MAT
TDP� C40RD FIR-LARCh -el
TC X -LOC L-Rl- -9.225 6.15 13_Z7 ZZ.A3Z 24.77 1U.11,
14.69
B 1- ORD, ZX_41 FIR-LPARCH -1
OT �H
39.71 "4.9ii
X -L OC L -Rt Z-29 S_Z7 13_Z7 ZZ.2rZ
34.69
WEgS ZX4 FIR-LARCh. %NDARI)
_SC
39
CONNECTOR pLATES RUST aE twiTALLED IN" ACCORDANCE VITH
SINGLE CUT WLR �r-BC:5 :2 EqDS;l--7,7I5-"
AEQU,�EmENTS OF RESEAR-Ca- REPORT *Z5451.
�ALL PLATES ARE TG SE CENTERED Off THE JOINT. LETT TO RIGHT AND
JX4 4,17 HEM -FIR OR SETTER CZNT.NOOUS LATERAL BRACINC
- NA!LS.
TO
ARACINa
TGP� TU BOTTOMe, EXCEPT WffEN LOCATED 3Y r-l-RCLE OR aIMENSIOtl,
BE E-QUALLY SPACED. ATTArH wITH (zi Rd
MATERIAL 10 at SJPPLIEa AND ATTACHED AT BOTH ENDS
TO A
SEE E BRAVING 139 FOR.- "PLATE LOCATIONS OR TYPICAL JOINTS-'
SUITASLE SUPPORT By ERECTION CONTRACTO;!
ALL SUFpORTS TO SGILID BEARING-
_l -ES OCCURRING RET14-EN
ALL Top CHORD Spt.-f
a-EARmc ocATrous MUST BE MARKED ON TRUSS BY TRUSS FA3RtCATOR
FANEL POINTS ARE TO SE LOCATED AT
PAREL. POINT' 1'4fTeIN "_'A
ANI,
.To Vit-uRE: PROp_ER ERECTION-
It-' OF PANEL LENG-d FROM
SHOULD NOT OCCJR IN PANELS NE4T TO A PA,*i_E_' PCINT
,TOP CHORD SHALL 38 LATEPALLY BRACED WITH: F ROPERLY CONNECTED
.PURLINS- S?�ACED AT A MAXIMUM OF 24-" O,C-
lilze 3 ad-
Sair-r-od chard chedkedd ior .10
t
;ell
4 K
3
3
ft
o7 --
-XI.
RAv- VIM,
5X7
w- 3
J
L;
rV::z 12 SUIPPIN7i
THff'OE"SIG-14 TO ERECT.GN UNTRFICTOR
PLUE TYPE-_10,11NE SEG, W 157620, FURNISH R COPT
DESIG11i ZRTT REF
R427
T
*XiMPORTRINN, a;iE-�nNsax:=- za ;44�
wo, .41 TC LL IS. G, E
41 "1 -;C� _R
W -,U;La. 7�E =rrz f 4z -4,-:�:�tzo :LA6 TC DL PSF VGCRUIE�R427 13139 -Z;CJ
Tno.�;�r -n, kPNE' =WiE=;F5 -KS :;E='f,
E,
4E 2E BC DL 5-OPSF
Y� EWNZ,,—i��*T:i -S �5'?T A4;;j; _'4Fi0P_ iiciN� r;;7 47
�4 TWO,. 31 .0 DISF la/m, LEN. [4Q -0 -0
LPIN
To cv.R FmEs ;;T fice x:s
ajiA.Z -AE 4�- �'�NFL
), G 11.25 Plt:m: Jarlv��
--S t;R -FFc-
TRUS53c r, -E , X 1,
SNCING 24.0" TYPE
I
JGE� IZ'242E RAT THIS DESIGN HAS BEEN PREPARED FROK COMPUTER INPUT, SUBMITTED 'BY TRUSS FABRIC!ATOR
jO7 CHORU: Zxk._.FlR-LARCK 01, TC X -L OC L -R; ff,"19 7.93 13.Sl 29.0ff 26.43 :12-57 39.71
BOT CHORD' ZX � FIR-LARCK *I
BC X -LOC L -P.: Z.29 iZ-27 ZZ.,off 29-7-3 29�7
WEBS ZX4. FIR -LARCH STANDARD
'CON-KECT09 PLATES MUST BE INSTALLED Iff ACCORDANCE -WITH SINGLE CUT 4EB 4r -TC --1,7 RC:4
REOUIAEMENTS, OF T.C-8-G. RESEARC14- PEPOR.T 0254�9_
1XA *3 HEM -PIR OR
BETTER CONTIhUOUS LATERAL BRACING TO
ALL PLATES ARE 'TO1 BE CENTERED ON THE JOINT, LEFT TO RIGHT AND BE EOUALtY SPACED. ATTACH VITH (2) Bd NAILS. BRACING
TOR TO SOTTDV�, EXCEPT WHEN LOCATED &Y CIRCLE OR DIMENSION. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A La
Ln
SEE GRAWNG: T39 50-P. 'PLATE LOCATIONS Oil TYRICAL JOINTS-' SUITABLE SUPPORT BY EAECTION CONTRACTOR -
j T IS THE RESPOqS!BIL CD
t - ITY Or THE BUTLDING DESIGNER ANR TRUSS TOP CHORD SHALL BE LATERALLY BRACED WIT14 PROPERLY CONNECTIED
FABRICATOR TO REVIEV THIS DRA-VING-PRI09 TO CUTTING LUMRER TO PURLINS SPACED AT A MAXIMUM OF 24" O.C.
EuSTONS -AND LOADS,
VERIFY THAT ALL DATA, INCLUDING DIK - CONFOP M
-TO THE AR-CIfITECTURAL FLA14SISPECIFICATIONS AND FABRICATOR*S -
TR;USS LAYOUT.
liotet Special handling care sbould be taken during sldpping
and ere,=tjon Gf t-russes- See "vaming" note beiow�
+ Sottoz. cnord checkea for 10 PSF livc- 'Load-
=xc:
40
1�xrl
2X41
r
3X5
2.=X4 51 x 8 2.5X4
20-C-0 211-13-a
40-G-3 OVER 2 SUPPDRTS--
5D-
3_5
?LRTE:TYPS--PlLP'i NE SEON--15 FMNISH S' EDPY OF TH19- DESIGN TO ERECTIOR CONTRACTOR
IT UBF REE
*EIMPORTENT &+_L, tzl Pw F_qf WPIRNING 1w, wtalw-1 fRMIN; RJz DESIGN CR -,R,427
-rrc :zs TC LL 12/18/B7
xyll-r1w 0 ;:Rum frilKING-sse
IG 0 PSF ORTE
W Fp,4vqf M g9jf.D rW reW IR tqWW�rR�-- tDraNTARY T14 wwTtwslTlr*s-Tpl;. jE7t
�-lf,Tre -aftil Vr CNIRDL nfw�- aT f-flL iMUE CDOCUORS 'Nla DESMN FOR FW_T%W--L SPECIFiL PF". - TC DL 10, 0 PSF ORWG camqu 873S2DO9
Br- D1. 5.0 PSF CA -ENG
rprr za ca= r_-Lyr-041ZEM. 5-faL jALEZ- "We gFtW-. , KM uf),*:� UlKES, 7
-,I�CW-SE 5jjj:WV j*Erog TrtLUjRZ�-ZKTS W- EST_� 94ffS !P� A. TOF CH10K. %ItL 11S LrARP'LT E-R;Cfl.
'IN
;e --LT u"iF=3Z 7r. 60-TH fTCES RT Mii XW F#0 i=firr ps; i_:Ts MFE&T FIVOOM I' -Y.= 54RT)-TN,.F, TOT -LO. 31, G PSF O/A LEN. q0_o_G
tWAL lilTit RNID M.4bG D
L
�Vo_ ZCWbZ Vr,.!tS rjjr - t4nj.�.� to&M VrEWISE S��N. dZTTM �R 8RFCLW--
r oRm lQ*TH WrUEFOX OF; FE SPStIFM M U55h, 00 Wf USME Tfi1c, U R . F PC'. 1.25
TRUSS sr, w� P"TCH, 6.9/12
TaFirw_ vull F:Vtr PCTffz:*wl TR5mrm "X*M
MSTIEWS� PCs cu. -F EPACING 2 G TYPE COM--
TFI! M.SS F.ME MIMIllaq MA W= 7 7
-jub, IZZ-41 MAT Ihl�i UEb16N hAti BLLN FKtFAKEU FROM COMPUTER INPUT, SUBMITTED -BY TRUSS FABRICATOR
TC_ LL 16. 0 PSF,
TC DL 10.D PSF
K DL `c S.D PSF
TOT. LD. 31. 0 -PSF
TOP CHORD, ZX4-- FIR -LARCH #1
X -LOC L -R: R_29 5_ffS 9-02r '12-92 17-7.1
CH -ENG
BOT CHORD 2XP FIR�LAQCH 01
DUR_ FAC_ L25
PITCH
WEBS, 2X4 FIR -LARCH STANDARD, EXCEPT AS SHOWN
BC X -LOC L -R: 0_29 6-39 11-61 17-71
U�l
R=;2838i;- d- 3.5D-
-141-2X4 FIR -LARCH *1
2 COMPLETE TRUSSES REOUIRED E -
THIS DESIGN TO ERECTIONX
CONNECTOR PLATES MUST BE INSTALLED IN. ACCORDANCE WITH
FASTEN TOGETHER 'WITH ISD NAILS
TRUSSES REWIRE ZXTRM CARE
WARN ING ix Woauhc, tRrZT1DW atm,
REOUIR-EMtNTS OF I.C.B.O. RESEARCH REPORT *29409.
TOP CH ------------------ 16- O -C.
DRSUN15-SEE 73WI-7V-, 1BRK-09 000 TRUSSMS-
4—=
WEBS ------------------- .4" -0,,C. STAGG , ERED
COTW"THRY F#Q RECD-4END91UWS-fiTPII. Zff�
ALL PLATES ARE TO BE CENTERED ON. THE JOINT, LEFT TO RIGHT AND
BOT CH --------------- �-- 4- iO.C. STAGGER -ED
THIS KS!GN FOR R05111DW4. SlErIAL PEkik-
TOP TO BOTTOM., EXCEPT W14EN LOCATED BY CIRCLE OR DIMENSION.
NOTE- (1) 1/2' DIA_ THRU BOLT MAY BE SUBSTITUTED
CD
DRAWING 13ff FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.'
FOR (21-16D NAILS IN BOTTOM CHORD ONLY -
SHWN, TOP OWD SWU Vc tRTERFLLT 8RjFCrD
,.SEE
APPLY t0ksictws TE DDIR MCS Epj:)a JOINT P2,I) LOCATE RS
Ln
CONCENTRATED LOAD LOCATIONS MUST BE MARKED ON TRUSS
SINGLE CUT WEB *-TC.1,4
BOTT01 "RD 91TH R1910 MUM OF, BRMING
fiS SPECIFIM DR DEr N. w um tr.E THIS
EY TRUSS FABRICATOR TO INSURE PROPER ERECTION.
DESIGN
NUS BW TPI W;M
DESIGN WITH FIRE RETtVaiNT TREMED LUMSER.
TRUSL PIATC jmsl.!M� NM - NATIONAL DESIU
TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED
IT 1S THE RESPONSIBILITY OF THE BUILDING- DESIGNER AND TRUSS
PURLINS SPACED AT' A MAXIMUM OF 24- O.C.
FABRICATOR TG REVIEW THIS 99AWING PRIOR TO CUTTING LUMBER TO
VERIFY THAT AL DATA, INCLUDING DIMENSIONS Atli) LOADS� CONFORM
TO THE ARCHYfECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S
1!y'customer-s reqaest some specifict-ionas on this draLwing ex-ceeti.
TRUSS LAYOUT.
of engineering analysis.
Conventional framing is not the responsibilify dT the truss designer,
Tbis girder designed t support 24-8--�O hipset with #1 hip @-10-0-0 setback -
plate manufacturer,nor truss fabricator. Persons erecting trusses are
�o
sid ports
and commoAs framing - to B -C,. for -remainder of span, Cp ide sup
P
ca7utioned to seek advice by local pri. ?ssional engineer regarding
loading., _posite
2-0-0T_C,./B.C_ split B.C.=410 PLF_
conventional framing-
In addition to uailing!bolting scheulde shown above,use
14 -16d nails as shown by- circles for force transfer at SX7
concentrated load point,.,
Bottom chord checked f or 10 P3F live load.
2X4 2X4
All nails s;;ec±fied are common wire rail
3X5
+ Provide special hanger or
connection for 251O'T 00
Refer to drawng 87(3 Z)013 for
concentrated load..
X5 (DEMB 3X5
i + 2510t
9_0_0 9-0-0
181, O -H., V1,
REV 43 �1,5 SIS
—nr7ZZTr.m rQTT I 10r I D= 75,MT-1 --
-7 jr*-
�;V
TC_ LL 16. 0 PSF,
TC DL 10.D PSF
K DL `c S.D PSF
TOT. LD. 31. 0 -PSF
DATE-, 12
181, 0-H.
CH -ENG
DIR LEM.
DUR_ FAC_ L25
PITCH
SPACING 24A ITYPE
18-0-0- OVER 2 SUPPORTS—
R=;2838i;- d- 3.5D-
PLRTE TYPE--19LP1NE_
Sr1-_ON--1 , 55988 FURNISH R CDPY-OF
THIS DESIGN TO ERECTIONX
F01hr, ENGINAIC; PMkXTS, JW-
**IMPDRTANT*I- WILL NOT BE RE75P0NSMX
TRUSSES REWIRE ZXTRM CARE
WARN ING ix Woauhc, tRrZT1DW atm,
DEVIATION-aOr WSE SKMICATIONG DR WT DEYISTION FROM
DRSUN15-SEE 73WI-7V-, 1BRK-09 000 TRUSSMS-
4—=
THIS DESIGN OR P41 MILURE TU BUILD THE TKISS IN CONURMWIl
COTW"THRY F#Q RECD-4END91UWS-fiTPII. Zff�
111H TK -DW111T 011TRO-1 MffJ9L'- BY TPI* 1-IF111t C"ECTORS
THIS KS!GN FOR R05111DW4. SlErIAL PEkik-
r_-j
ARE r"aXTW[; FROTS 210 G%`GE GWIANIM 570.1. UNLESS
NEXT, RRMING-REDUMMENTS. MESS DIfERVISE
C=
L LP_W
PIN�
X
-Wff & OF - R.
OTICHVISE StOW, rl MG- AEWIR[ahl. , A51ft M% rRHW
-fir
SHWN, TOP OWD SWU Vc tRTERFLLT 8RjFCrD
I r -n
APPLY t0ksictws TE DDIR MCS Epj:)a JOINT P2,I) LOCATE RS
WITH PROPERLY RTUCHED PLY93DO;SKIIIHING.
r=
TRUSS
Slow, BEARIW� kIOTK_ FIRE 4- 1451INFL tv&'�SS DTAEWM SHUN.
aNFoR, lani FeFLWO-E IRR(MISID-4 OF
BOTT01 "RD 91TH R1910 MUM OF, BRMING
fiS SPECIFIM DR DEr N. w um tr.E THIS
C= r=3 E-3 E-1 t=
DESIGN
NUS BW TPI W;M
DESIGN WITH FIRE RETtVaiNT TREMED LUMSER.
TRUSL PIATC jmsl.!M� NM - NATIONAL DESIU
SPECIFICRTION FOR VDDO MISTRICTIM,
181, O -H., V1,
REV 43 �1,5 SIS
—nr7ZZTr.m rQTT I 10r I D= 75,MT-1 --
-7 jr*-
�;V
TC_ LL 16. 0 PSF,
TC DL 10.D PSF
K DL `c S.D PSF
TOT. LD. 31. 0 -PSF
DATE-, 12
DRVG CRUSRq
CH -ENG
DIR LEM.
DUR_ FAC_ L25
PITCH
SPACING 24A ITYPE
CO
11
(364)004
SM
THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTE�D BY TRUSS FABUCATOR
JOB 10449 MAT
TC X -LOC L -R: 0.29 6.15 13..97 22r.ffff 26,49 32.97 39-71
TOP CHORD tX4 FIR. -LARCH 0-1
BOT CR6RD 2X4- FIR -LARCH #1
WEBS 2X4 FIR -LARCH STANDARD BC X -LOC L -R: 9-29 6�27 15.4:6 24.65 32.Z4 39.71
ICONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH SINGLE CUT WEB V -1C--8 ;Z ENDS_ -1
REQUIREMENTS OF 1.C.B_O. RESEARC14 REPORT *2949. IX4 #3 'HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND BE EQUALLY SPACED. ATTACH'WITH (2) Od NAILS. BRACING
LE t -R DIMENSION, MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRC
SEE DRAWING 139 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." SUITABLE SUPPORT B'V ERECTION CONTRACTOR.
BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR SHIM ALL SUPPORTS TO SOLID BEARING�
TO INSURE PROPER ERECTION. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED
PURLINS SPACED AT A MAXIMUM OF 24" O.C.
Note: Special handlinq care should be taken during shipping
and erection of tr%sses. See "warning" note below.
Bottom chord checked for 10 PSF live load.
5- X 5
5X6
5X7
12
2X4
3X4
3X4
12 12
2.'--Xq
_�V
3.,_0- R -k222# 11- 3-50"
3-10-4-
20-0-1) 129-0-0 �181)i O -H*;,
7 9-2-0
40-0-0
OVER I SUPPORTS
EON 62 4 NISH R COPY OF T141S DESIGN TO ERECTION CONTRRCTOR REV M1.5
PL19TE TYPE - -P. 0 T 414E K --157, FUR,
bz -_ - DESIGN CRIT
-f.P.%L t%.;INtERE0 NEC�XTS, INC R!F�I�B RLiA4 "IR&* Ulf& 119 REF
**IMP0RTANT** ,�LT P ' WfIRNING R at,-rl '�%a -1
E 4M?nNS1E;LL F&R -;wr
'�-12/31127
--,r -zKMW ;44y UYU; -1 TC LL 16. 0 PSF ORTE
I FWti
.511) ii
0;3 of ;;V 04,�.jRE Tr� �uJLD THE T;i,)SS If' rCNF0RrAhE TC DL 10. 0 PSF DRVG CAUSR427 B73940G4
V%%V�L- dY !T11. &ILPt4r- ZDNNELMRS THU; OESIGN ;�'A iC01r13W-.L RFf;:ffL
WIn 0 A,2 �jrLVFJSitZED ilEEL �AiSl NENT 4EZU11d_:T1NT5. Jk-iK, i�THERVISC I
BC DL + 5.D PSF CH -ENG
ILIING �EZWRMNTI, i47ft t*;q9 _�,RME 1- SHUN, 7W 1�010 DiFiLL aE _JiTERF�Lf Z9W_EZ
LPINE
Tal 15N IP�';5 FtT LXti G- Z; VITR PUP TOT.LD. 31. 0 PSF {)/R LEN. L110 _0
-F I A 2A r,
"4� hz;t1:AtFL ALKG 117�-irN'15E B5MM
'iS DUR.FAC. 1.25 Pitch: 6/4/12
�F �6 0 �GIGN. W NOT ISE T4113
7jL�A .TH ipp,_ICULF FRGV13ZS
TRUS -IF _. r
-r':jC 7WITij
E
SPRCI14G 24.0' TYPE S P EC
33aZ55 9
SMMAM JAM DELAIL
O.C. Max.
-Daflection. Criteria;
Raft= alop=; -C 40-12, L/240 1.5X3
- 2X4 star,& -rd Hy'
Raft= a-lopw av 4-W12, LAW
requirad i4 '
t"r
Cail� joist Rafter
.0
rafter r
sup=rted at
thla end.
EI:7
Ceiling Joist 2X4
1. 5X3
Clear 5pm
4:12 but 7:12
-12 caili2a Joist
Raftar 4. Pafter S12� >
Live, Lcad 20 2G 20: 20 16 16 20 20 10 10
Dead Ladd 7' -10 14 15 7 15 10 15 5 10
Duratica Za 2514 25k 2.5t 254 25%, 2-5% 15t 15t 1:00 3-00
SLZE GRADE
2X4 CZ45T FL 5-7-0 5-4-0 5-0-0 '4-11 -0 6-1-0 5-1-01 5-1-0 4-9-0 6-9-0 5-10-0
ZY4 02- FL T -2--O 6-1 t-0 6-0-0 6-7 -6-0 6-11-0 8-9-0 7-11-0
2X4- 01 FL T-4-0 -7-1--0 6-9-0 6-9-01 8-6-0 7-8-01 7-9-0 7-5-0 8-10�0 8-1-0
6-9-0 -6 -0 7-9-0 7-5-0 8-10-0 8-1-0
Z3- SCS, FL T-4-0 8 -0 7-8 --
- lt3-9-0112-6-0
�2XS 02 FL 11-4-040-11-0 10--6-0 10-4-0 13-0-0 11 -j-G 1-1-0-0 10-1-0
:2XS 01 FL t -6--a I T --I-G: 166-8 -0 13-4-0 12-1-0 1 2�-O-O. I I- 1 -0
MC& SS Fi- I t -6-0- ti -1-0 10-8-0 10-6-0 13-4-0 12-1-0 12-0-0 11-1-0 31
it is tt-- respmiaibility of, tha building da5ignar and truss
fabricator to revic-i th=&-auing prior to cutting lumber to
varify t, -,at a2i ci--taj i=ludLng dim-ansiona wid loadso. -�--,-Eorm
to. th-a a_-ChiteCtUraj, pjWa/&p2-Cif jCatiar-S and fabr-,"torO
trt layout -
Q JUG' T
L%IP(MTANT�- �81111 did
N! ,a-yIIQMTx7MO7=
ajju r xOT CE F<W- Aw 00i%A=� FROU
MA Th -S DESbOM OR ANY TWJS "f: 54UMQ AND AdCo""Zg-
SpaW�9GATOUS CP At" MYtATX)** OF. —0'
M
fA&I= To, rjL;M ; Tka, T;?.=, ]N'C.O� VaH, The
-CLALny Goa� Tpt JLL--�F-Caj,�*CMFM AP-- SPEC=L PfRUAMO" 3,025
or
MAM;FACTL=W fr--,U 20 GALVAOC-CD STE--L iD&ES- PL MACED
Toil CHMc &Wi- C2 LAT=AUV
Pao-W*t.--4M Cf- A" A-& '?.,-T.4 pAop*p.Ly MACHED PLV"= VtMA- NM C 022U2 DATE: 10,/16/87
oft*= A A"Ly Cap=tcTcm To com O'AcazAT EACH JONT SOTTOM U-40AD vx" P240 COLD'a
AND LOCATW, 'hj=q0*= WZT83 AXI. 4�' NOW04AL Tl�Ia
SRACING apacw= Oft DGMQPC DO
A OR -J�A'
OTN8a=W CHC=k, =Maid STA90A.= CokFOPMA DRAT.*4 BY: MB
-;a"T
41F,
v--- C--ITW-M- nag K&TJC'-� Do= FM W= FM- JA= DZrAM
JOB- fZ'294 KAT TRIS DESIGN HAS
BEEN PREPARED FROM COMPU-ER INPUT, SUBMITTED BY TRUSSIFABRICATOR__
4--r-r, -**-W R -L.L-
TOP CHORD 2X4. FIR -LARCH -V�l
TC X -LOC L -R: 2r-29 7_32 12.5ff 17-5H �22-59 27.59 32-66
::D
BOT CHOR5- 2X4 'FIP-LARCH *1
WEBS 2X4 FIR-LARC4i STANDARD
39.71
BC X -LOC L -RI: -0.29 7.59 12-50 17-59 22-59 -,2_7,.5ff 32.5H
C:
, to
'M
PITCH 6-0/12
39.71
TYPE CSPS--
CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH
PLRTE �YPERLPTNE:
REQUIREMENTS OF I.C,B.-C. RESEARCH REPORT o2945,.
2 COMPLETE TRUSSES REDUIRED
Kpif.� Dzthi�xl MDUCTS, IN:. TRUISES REWTE kAIRENE UF�d
IMPORTFINT WARNING
-114 Vxf, 1RUSUS:
If rit, 1N awDprj:k�_-f. mmnvamv ;*z SEE
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND
FASTEN TOGETHER WIT+i 1GD NAILS *1 HIP ONLY
fjy 7p; TH;S III_'SjzN FrA FOO. PVC'R-
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.
TOP CH ---------------- le" O.C.
r -n
SEE DRAWING 122 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS..'
WEBS ------------------ A- O.C. STAGGERED
Aj
:CD
BOT CH ------------------ 161, O.C.
CD
SINGLE CUT WEB *-2 ENDS:1,3,5,7,9,11
lX4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO
M;Ai0v4 .1 lik� SMWL _.,jf*RWM _qw nl--rr CjT4 V.Tft RMU CEILINq OR Wfr_Dr.
TOP "HORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED
BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS- BRAC1_NG
FKXISID�& orl R� SPECIFM, D9 rfSJLN�
PUR�,INS SPACED AT 1, MAXIMUM OF 240 O.C.
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
FIR2 R.rT-rArj&1r TRERIM jUrazi
SUITABLE SUPPORT BY ERECTION CONTRACTOR.
�r� IS THE RESPONSIBILITY OF THE BUILDINC DESIGNER AND TRUSS
*,k3, 4
FA RICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO
THIS *i HIT 6ESIGNED TO SUPPORT 7`11" JACKS WITH. No WEBS -
VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, C014FORM
TO THE ARCHITECTURAL FLARS/SPECIFICATIONS AND FABRICATO;�'S
Note: Special bandlinq care should be taken during shi-pniiia and ,Pr�-rtinT_
TRUSS LAYOUT,
of trusses. See "warning" note below -
This draw4 also specifies design for common hip trusses to be used
LT1y
htend
,Z24" C -C. ( plyl- Use same lumber,configuratiot and plates.
rc�; cnord to hip rafter and support every 4-0-0- Brace flat tOP
- - 1 11 n�svl r. r r -Lt— t^ each cbord
we x� atera r�=,�t �r
wi -6d nails.
Conventional framing is not the respozasibilitY Of the truss designer,
p�ate manu:tdcturer,nor truss fabricator- Persons erecting trusses are
z
cauticned to seek advice by local professionai engineer regarding
conven.tion-a"I framing -
A.1.1 nails specified are common
5x-; 3 x S aX8 2.SXq 3XG
wire nails -
E 3
4X5
7X8 -1 SX3 2.5X4 7X8
S14A
5X7 21, typ/
12
_5
5x 14
P,
.7
I J,
ID
REV i3.1_51
47 -V
77 * I
ULOLUN Lni I UOL�
4--r-r, -**-W R -L.L-
TC LL 16. 0 PSF
71C DL 10. D PSF
.'BC DL 5. 0 PSF
i TOT_LD� 31 , 0 PS
24-1-8
DRVG CRUSR427 8735201)
181, G -E.
D/H LEN. 40"0-0
DUR.FAC. 1,25
PITCH 6-0/12
--40-0-0 OVER 2 SUPPORTS-
TYPE CSPS--
PLRTE �YPERLPTNE:
S_E0N - 15595S FURNISH R COPY OF THIS DESIGN TO ERECTION CONTR,
Kpif.� Dzthi�xl MDUCTS, IN:. TRUISES REWTE kAIRENE UF�d
IMPORTFINT WARNING
-114 Vxf, 1RUSUS:
If rit, 1N awDprj:k�_-f. mmnvamv ;*z SEE
fjy 7p; TH;S III_'SjzN FrA FOO. PVC'R-
r��tfA�%Att 2t 5AC4E :;F4.0iWzF� STUI URIS5 iiCNT aRficM. RE3056-,Ws- mESS OTifPWISi
LFINE
vppa R, C"Ar svim ff LRIERK)-T liucal
ffTrr - N3
PLA
R, Wl- FRONDLT A-TACHED, -=0 SHEA%1
M;Ai0v4 .1 lik� SMWL _.,jf*RWM _qw nl--rr CjT4 V.Tft RMU CEILINq OR Wfr_Dr.
TRUSS
FKXISID�& orl R� SPECIFM, D9 rfSJLN�
FIR2 R.rT-rArj&1r TRERIM jUrazi
S14A
5X7 21, typ/
12
_5
5x 14
P,
.7
I J,
ID
REV i3.1_51
47 -V
77 * I
ULOLUN Lni I UOL�
4--r-r, -**-W R -L.L-
TC LL 16. 0 PSF
71C DL 10. D PSF
.'BC DL 5. 0 PSF
i TOT_LD� 31 , 0 PS
DRTE 12/18/B7
DRVG CRUSR427 8735201)
CR -ENG
D/H LEN. 40"0-0
DUR.FAC. 1,25
PITCH 6-0/12
Setback: 7-21--4
TYPE CSPS--
36 4 1 Cw,6
f-_nmaT1T::2 TUPtIT 4Z1fRMTTT;rn RV TRU15,S FABRICATOR
UGS.,1245d MAf
2.97 39,71
�TGP- CHORD: I ZX -4 FIR -LARCH 4+1 TC X -LOC L -R: 9- 29 7_93 13.51 ZZ.ffil 26,49 3
&OT C�MR[r 2X4 FIR -LARCH, *I BC X -LOC L -R- 2r.29 ljff�27 2�r.ffg 29.73 33�,85 39.71
WE9-S ZZX4; FIR -LARCH- STANDARD
CONNECTOR ?LATES MUST BE INSTALLED IN ACCORDANCE WITH SINGLE CUT WER *-TC.-1
REQUIREMENTS OF I�C_9_0_ RESEARCH REFORT 42-949- IY4 r3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACrNG -0
BRACING
�ALL PLATES ARE TO BE CENTERED On THE JOINT, LEFT TG RIGHT AND BE EQUALLY SPACED- ATTACH WITH (2) 8d IAILS-
TOP' Ta gaTTO-m.. ExCEFT WHEN LOCATED BY CIRCLE OR DIMENSION- MATERIAL TO &E SUPPLIED AND ATTACHED At BOTH ENDS TO A
DRAVINC 1-39 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS- SUITAB,LE SUPPORT 3Y ERECTION CONTRACTOR.
TO SOLID BEARING,
�9E.A.,RINC LOCATIONS— MUST' BE MARKED ON- TRUSS BY TRUSS FABRICATOR SHIM ALL SUPPORTS
TOLL INSURE PROPER ERECTrGR_
TOP CHORD SHALL BE LATERALLY BRACED W! d PROPERLY CONNECT;:3
PURLINS SPACEa AT A MAXIMUM OF 24� C.-C-
7..Note= Special handling care sbould be talken during shipping
and erection of ti-assea- See, '-warning"' note below.
Botrom chord checked for IG PSF 1;.ve load.
-X=
xq
z
F,
x
X/
-,4
=;x
3 L
ISg Fj: Cf)py uF THIS Pj3ESIGN To' ERECTIBIN COINTUCTOR
PLRTE TVE-RLFINI� -SE-114--157631
I_tSF
FPOR TRN
;tt �JAWRRINING X' L -3
ZR 4+y ZEV,`1rM"4 `Lr_ 5kthr. 4:1); �;i;A�C7_ C L -
Mr, -
M. iW N ---7AFr to r r- PS;' :)PVG US;jZZ;F 87364CZ6:
7N -t::%4 z T C 0L
-�K -k
'-C, 1 A t- PSF GR -ENG
I C 47 BC T
LLFF I N k t 7 3'
4Z TOT. L0.
TRUSS
WN;L PT TCH L)
OUR ;:Pic.
r__ f, !E ING TYPc N - -
USS 24-3 1 - I
��a ICS - YrTMI-
THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS --_ABRlCATOR__-
TC X-LIV7 L�R: R-29 B-32 17-02 215.`68 33.71
TOP CHORD ZY4 FIR -LARCH I
BOT CHORD -2X4 "FIR -LARCH I BC X -LOC L -R- ff,�25 B-32 I7.2Z 25 -SE 33.71 En
WEES 2X4 FIR -LARCH STANDARD
CONNECTOR 'PIATES MUST BE INSTALLED IN ACCORDANCE WITH SINGLE CUT 'WEB -#-BC-3 ;2 ENI)Stl-,5 rQ
REOUIREMENTS OF RESEAP-CH REPORT *_29A9..
IX4 *3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING To
BE EOVALLY SPACED. ATTACH WITH (2) 86 NAILS� BRAC41NG
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND RDS TO -A
TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. MATERIAL �O RE SUPPLIED AND ATTACHED AT BOTH El Ul
SUITABLE SUPPORT BY ERECTION CONTRACTOR. EQ
SEE DRAVING 132 FOR 'FLATE t.00ATIONS ON TYPICAL JOINTS,' CD
IT IS TIHE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED CD
FABRICATOR -90 REVIEW elS DRAWING PR10R TO CUTTING LUMBER TO PURLINS SPACED AT A MAXIMUM OF 24" O -C.
VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS. CONFORM
TO THE ARChITECTURAL PLANS11SPECIFICATIONS AND FABRICA-IOP'S
TRUSS LAYCUT.
+ Bottom cchor4 cbe.,Kedl for lZ PEF live load.
X g
C
qxq
3��4
3 X4
SX7 5X3
17 -D -D 17-0-D
34-D-0 OVER 2 qUPPORT
REY .3.-. s
PLSTE TYPE__-flLPINE SEON--155953 FURNISHIS COPY OF THIS DE-31GN TO' RECIFLON CONMRCTOR
IT UBC �l --o-MT-7.7 -
ExIlW14 �4 REP
**ImP0RTFlNT** �mi ar RUPON-4 11E �08 fwy ORNING 1pt t&aDG, EREVIX FIND
*Z-- 3Ef-;>f;iDrt -w-SE OR FW Crz;-.�,TIDR FlQ! SRF;;Lla� Sd -9-97 -'E-, MgFiLIW �Lw fir-SqL TC LL ISAPS17 DATE
;K Umlff D4 I? SEE
FSI GN ER
TC LL
t-- r-1 Tws 3-_.sT;x r* POIT v:p:;-Ju IN CQM'lzN3,Rl f i, kt W-111 1) SEE L DRVGCAUSR327 B7352DD7'
TC D
1jr, nj
64-Uk- By TP; kPjNC ZNh'E'_TDRt-, THISOLSIGk FUR i0olTiDa- VIEML PERMR- I TC DL 10. 0 PSF
FRor -75 cNZE D"LVAN1,4c STIEU. tAxss N&,K'f 9WFZP& REL01EADMi- LALM UTIZRVISE BC DL S.'o PSF! CR -ENG
IM R-Z�49 GRAnE -L SH10M, TCP tr"V 15; VRERFUT 5RFCEV
ME S.C*,N�
LPIN MN� a, EW -14 XIN' FoC LDMTE ffi i.:ltt PRZ;?E�LY AIMNE. f�_Tim SHMTKI _LD. 3 1. 0 PSF D/R LEN. 34-0-0
;10ftl CDl4N:Zl0RS IT, ?ZTF �s TO -T
�000 , 5EFRI.W. 40w, FRr li- wnlwL USUS5 iiTlfMlsZ stov.." Bo�,'Tcm ViTH rMlo mu)z
. : T.Is :DUR-FRC.. 1_25 PITCH 6:. D/12
T� R US S :WbRl W!Tfi Fp;llAcwE piusm"DKs OF oa�� wwwl USE
c k
TRERTMO
Fiq. 'itIZAZ;NT r
.7p; SPRUNG 2q_O" TYPE COMN--
JOB. IZZAR F -AT THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FARRI�:ATOR
TOP CHORD ?XA FIR -LARCH -FI TC X -LOC L -R-- 0.29 7.32 12-14 17,.Off 21-86 2,6-6'8 33-71
BOT CHORD- 2XA'-FIR-LARCH #1 -
WEBS ZX4 FIR -LARCH STANDARD Bf X -LOC L -R- Z-9 7-5Z 12.14 17�jYff 21-66 26-59 33-71
CONNECTOR PLATES MUST HE INSTALLED IN ACCORDANCE WITH
REQUIREMENTS OF 1,C.B.O. RESEARCH REPORT #29.49- 2 COMPLETE TRUSSES REOUIRED
FASTEN TOGETHER WITH ISD NAILS
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RILHT AND TOP CH ------------------ 16. O.C.
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. WEBS ------------------ 4- C -C, STAGGERED
SEE DRA'VING 132r FOR 'PLATE LOCATIONS ON TYPICAL JOINTS-' BOT CH ------------------ 1,61 O,C-
CD
CD
TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED SINGLE CUT WEB -t-2 ENDS:1,3,5,7.9
PURLINS SPACED AT A MAXIMUM OF 24' O.C.
THIS *I HIP DESIGNED -TO SUPPORT 7-11" JACKS W;TH NO- WEBS -
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS
.FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO
VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM
TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FARR7CATOR'S
TRUSS LAYOUT. -
This drawing also specifies design far common 'hip trusses to be used
@24" O -C- (I ply). Use same lutr.,er,configuration and plates. Extend
top chard to hip rafter and support. every 4-0-0. Brace flat top
chord w/2X4 lateral bracing @24" O.C. Fasten to ear -h chord <
w/2 -16d nails.
Co-nventional framing is not th
,.%responsibility of the truss designer,
plate manufacturer,t.or truss ricator- Persons erecting trusses are
cautioned to seek advice by 10cal professional engineer regarding ejtxt�
conventional frairziDg- (1c
All nails specified are common 5�8 3X4 3xq
'wire nails-
iz- M
4v
1.5
4Y41
5
3 X X q SX6 2 i5� X 4 3X5
7-11-4 15-10-8 18" O -H -
q -0-0 OVER 2 SUPPORT
R-2-:87# k- 3-50-
PLRTE TYPE--RLPINE SEON--156242- FURNISH R CORY -OF THIS DESIGN.TO ERECTION CONTRRCTOR
AUSSLS REWIRE EVRM1,'ChRZ DESIGN CRIT REF
TCPINz LhUNEEKi� PkWu'T5 INC. 7!4 77,
r -n E= A-*-IMP0RT,RNT** gi7,v, N5T a WARNING I-; joraut&, EftE�--(ION fv�
=)elk= c= uvmTjrjN5Fui-,TKSE VRIFICRUM FROn BRPZM�SEE 30-7t' 1EIRMING M TRUSSES- -7 '/21/B7
TC LL 16. 15 �SF ARIE -., 1 -2
MTkNIMT WD REMIritNORTIMS-1fl). SEE
C= TfftS 5ESIrN OR MY RiLVRE M WILD THE 1RUSS 1N CWORMNW
M., jTf M%'ROL rj�NVP_- aY TPI - fiL;DIK CONNECTURS tHiSGESIFli FOR F0017JO*tLS?ECIftLKT�P- TC: DL 10. 0 PSF Dlbk�fbSR4227 BM560a,
Iza UITH TK- -b
T
SM
S -DL
f -T C= nR4tkRCTt.JRUD AW 20 Mq :ALMNIZEL STE11 VRX4 li-EVI)RAZINC, RM1IFtk?`1tN7$- MUESS OTHERWISL BC 5. 0 PsF Cfl--�ENG
r I 1'.41RVISE SW^� nEET19. REWMMENTS 1r, FSIr R44i; GHKE R, SH"N, TOP rHORD DiRLL V LRURFUT MUCED 47
LPIN ;jppLj( ZrAN�,CTDRS If. NU FfaS TiT EAN -GINT "- LOCATE RS , vIlt, PPOPEkY RTIKHED f�-T6= SffRIji]K-', TOT L —0-0
= I N L.D. 31-0 PSF EN. 314
fMiKrL LKEZ- DTJiM.115C S�09k. 801U)n C,= VITH RICIO CEItING UPWORRMM
Wvh � BEBR -
TRUSS ZESIGN STR90f�ROS 0-009ff WITH WKICM-E PROVISIONS OF f pow Mi� 7jils DUR.FAC. 1.25 'PITCH -6.0/12
S� ,
0�
N-5
-NDS
-n N!�S )PTIDIML TIFSIGN SPErIFIC4MIIN FOR '00D setback: 7 TYPE CSPS--