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OTHERWISV N svv ValPix*`
3X 30' '41 -4
ip0p 4,45,04 SHOW
3X6 V'36'17 WEBS
3X; Ai.
SEEt DPMG#�'A.138 rOkIPLATE LO TInN r_�� C3
4= C= cz
�.AND ORIENTATION ON TYPICAL
JOINT.11.
10CATE TOP CHORD INTER -PANEL SPLI69 C= C= cm 'i=
1'�wrl`HIN 6" OF PANEL 1/4 -POINT. cm C= P11 Er.=
GYM TRUSIS
ABOUT
5 5 36' 7"
RLPINE ENGINEERED PRODUCT% INC.
5X4 34-'-- Z" P.O. BOX 2225
7�
7 4 POMPRNO BEACHIFLORIDA, 33061,
qk9l EN- 'A -791
SX5
36' 7
BUTTE COUNTY L 000,;", 4�4
5X4 34' 01' �5 , , 1 1,
4X4 30' 0 -- _j BUILDING DEPARTMENT t - DESIGN CRITERIA �OBC
1. 5X4 36' 7" TC LIVE LOAD - 24. 0 PS?
1.5X3 34' Bit TC DEADLOAD - 10.0, PSF
*+ Bd DEAULOAD. 5 �. 0 PSF
IX3 30 8
TOTAL J5,9 p8r
A P� R_� VE D L j DUR,. FACTOR 15
SPACING
24,011 oc
tp
4& OVrRAL,L SVANS
4.00 FIR
'LARCH
21X4 TC 2X4 SC
240OF-2.#E 36' 7"� 3,6' 74
225HP-14:09 16' 7 36' 71'
361 7" 4 EQ. TC,PANELS 219HP-1,8E 361 13 361 7 10, m
3 EQ. tC PANELS 195OF-l.7E 35' 4 361 a 'I
36' 3" MEASURED FROM
2.5X4 28- 4 3X6 3 6 7`1 R
2X8 361 2 it IN IDE SCARFS I ROOF- 1�t 6E 34 3: 4' 31411 2-
i 16 5 0 F - I . 5 E 3 3 0 " 32' 3 "
IA zl.cur r, - i i 3 E 30' .9" 29, 61,
2X6 2'7 1 41-
2X7 311 9
al
SX6 36' 7"
5X-5 3j I a'.
Ott
5X4 F
MIN 8RG
S
3.50"
36
3 X6 3 6 7 1
34
3
Bit
291 0
PROk-p
mc -15
331
0 "
34,
loll
v
'D
GINc 4.
35.0/1.15
321
10, "
3 V
1 1. �
I
- Al
42 MCI, 5
31 '
V
3 i f
1;,, "
S
r% TRUSSES REOUIRE EXTREME CARE IN lfwDLING,
WARNINU ERECTION RNO DRTICING� SEE 'OUT -7G'
3 X6 3 6 7 1
#2
2 9
Bit
291 0
�wf
3X5 34 Bit *+ BOTTbM CHORD
LOADING
SPACING
3IX4 319' grit
CHECKED FOR
iff R�
35.0/1.15
2 q. 0
3G' 7 MRX- psi,
2XVM,
PITCH
LIVE LOAD
PLRTE TYPE--ALPIX.
UNLESS THESE SPECIFICATIONS FOR LUMBER AND
**IMPORTRNT** ALPINE CONNECTORS ARE FOLLOWED AND 111E
-DUfiLITY
r% TRUSSES REOUIRE EXTREME CARE IN lfwDLING,
WARNINU ERECTION RNO DRTICING� SEE 'OUT -7G'
43WTS p I
1-0/12
TRUSSES WILT IN' CONFUghffict WITH CONTRUL flANUnL- BY OT Plo
THERE StUILL'BE No W(lRRhNTIES OF THIS DESIGN, EXPOESS OR: INILIED,
(ORHOING VOOD TRUSSES: CMNfRRY W RECOMMENDATIONS -
*Tlil)., SEE THIS DESIGN FDA MOITIONAL SPECIRL BRACING
SPANS TO' 36' 7
FILPINE CONNECTORS ME MANUFACTURED FROM 21) GnuGE GnLvnNtzEo STEEL
LWLESS OTHERWISE SHOWN; MEETING REOUIREMENIS OF FISTn A44G GRAX A.
REBUIREMENTS, UNLESS OTHERWISE REOO,, TOP ClIORD SlIALL,
BE LRIERRLLT ORPICED UITH PIRWERLY ATTACHED PLYyOOo
APPLY CONNEC70RS i70 BOTH FFCES AT EACH JOINT' AND LOCRT8 RG'StjWN.
SHEA711ING, BOTIOM. C11ORD WITH RIGID CEILING OR BRACING
COPYRIGHT 1024 'F
40.08 4 4 3
BEARING WIDTHS RAF V NOMINAL UNLESS OTAERWIGF SHOWN,' DESIGN
STANOARDS CONFORM WITH APPLICABLE PROVISIONS OF iN[)S-'77 FWD ATPI-78
AT M91fluk OF 10 FEET 06 C. DO NOT USE THIS DESI-ON
WITH FIRE REIAADRNT TREATED LUMBER.
CIVI
a -'-TPI TRUSS PLATE INSTITUTE, NOS - NfITIDNRL DESION SPECIFICATION FOR UDOD CONSrIRLX7jDN
7/29/81 bMW# A498,823
PURNISHIA COPY OF THIS DE81ON TO ERECTION CONTRACTOR A -M6 -CO14N- W1.15-20*1i+1 5� 24
MEW
Aff W.
ME—
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WEBS 2X4' 03 jiv,
CHART'
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ATTACH
F. LATERAL' BRACE)
TO, �w B ITHA'211i- H D MAILS. STRNDARD�=,
WEB NE _CLH
IT -W-0 CER I
'TO 39
A 11 11`1'1 . '' -`1
lii� P-ji, LP
AND ORIENTATION ON TYPICAL. C=
JOINTS. c=1
SYM C=
40CATE TOP CHORD INTERr_PANEL SPLICE'
RBOUT WITHIN 6" OF PANEL 1/4 -POINT. TRU 19
5X6 38f 2"
5X4 140 a" :HLPINE ENGINEERED PPOI)UC
TSIINC.
BUTTECOCUNTY POMPANO' P.D. BOX 2225
5X5 38 2 " � I 313E CHFLORIOR 33061
-Ittl, 05�70 1-3333
5xA \'fj , . E N c, I A
341 iv,
Oft
4X4 go gvq WILDING DFPARTMEN, s) #�x,
.ON I DESIGN' CRITERIA UBc,
IC LIVE LOAD
4V� Ima J.
, A . .11 .0 =,DEAD LOAD JjY g,, pS p
4 F38'-21' 0 1 LANG 1 4 1 + BC DEAD LOAD
r: D
5iiz Pse,
TOTAL 35.g '
PSF
IL I' DUR� FACTO%� 1.15 'i
SPACING - or
Y ..2 4 .0
CAP
VER�LL SPANS
4400 FIR
LAkCH 4 TC a . 4 BC
214100E-2 OE 381 2" 2
381 2 1 4 Ed� TC. PANELS 9 E 37' 2- 381 2'
4 210OP-Iag 3,6 3V 21, M,
3X7' 14' 0" Z BC PANELS 5' 38- 2,-
,3X16 27' 6" 301 bMASURED F,R 3
2X8 3$f 70' INSIDE SCARFS 30 lot 2" R
2X7, 311 3"' 16,50E -I. 54 3 V '2"
2X6 26tiall 14 SOL L IE I Ay 8- 36
MIN ARO SPAN
SX8 3V 2 ko
5XI 381 2 to 13 " 9 381
5X5 341 9 It MpRoi #;I I 1 2" V
5X6, �,71 6 0' - , 18 t 2,�," �- I
X4 3V 3 52". 312, 8 3V
W
5 '0 '3 j 1 �2
E3X6 - 2 182 + *,2 9" 36t 6.0
38' 2
X5 3440 ft" owmuw
X4 BOTtOM LOADING SPACI
28' 2" CHOVI) rw , NG
CHECKED FOR (10 31.
MnX 19 PSI, 24..0
PLATE TYPE --ALPINE LIVE LOAD R. 'A
UNLESS 111M SKCIFI ------ 2X4/2X4:
"IMPORTANT** EI: i CHI IDIS FORIMR AND MIRE ExrAErc cw� IN IrwDLIlIG"
ALPINC Cowi;m" MUSSES RE ------ PITCH
TRUGSES BUILT IN tMFtAMrkcE Vill AK FLULL06TD AND VIC WO'NING EMMON nNa DOMING. SEE, - is
I 'MILITV� CONInUL tVftnL- ey 1110-1V I
11JERE ML Oe NO. 'Ry AND PECOMgNuntloks. 441TS,
W10111 OF 11115 OESIrA, OWNESS DO IMILIES. WIFI). Ste lilts III , 4.0/
,NIIES tPI, (OnciNG vDw jRuGGcq. corItNII
rw-?IW CO1#JECTDR9 ME MMJFnCIOREp FROm 2o akoe GHLVHN DESIM FOR nuout,11w SPECInL 0MVING 12
TIED STEEL
qoUlljCnEkfq� UNLESq
UNLESS bil"ItX SMUNi, hCFTING'f?tWjRrmNlS W nSTM A946 Ga%X n,, 0 tj�Z I nWASE REWD, Tap Clum Mul.
FVIPLY CONNECTM9 10 00114 FACES A t n ERM�Y ORACED 0#14 1 MJDKRLy ifillratED pLyVOM (03 If
DEARING 91I)IM nfd� 1 MIA JOINT QND U)CATE RG 61 pi;w SPANS TO -'38 2n
4.7, NDMINHL ijttt�t OffileRVIGESIOWN, "N' G"E'l7fiNG, DOtTGM't$Wr,.Vitll'41GIO�tglLIWDRBRFCI
DESIGN AT rM OF 10
r ----------
� L 1,1 X 5 3 4
3'�
L
3 X 4 , 304
EACH W
WEB RU CLS r6N_
TO
A
ST"NOARDS CONFORM Vitil: APPLICHOLE PRUVISium OF MOS -77 FEEt� 0'. 1;�,j NOT USE 111 81
0' -TPI TRUSS PLATE INsrijult, AND "'Pl2e VIT r K,ACIfMF1NI TREATED L be COPYRIGHT'1981 4089444
S_'-1IrICArION FOR, WMj) C
ONSIRUCTION
1111111w - - . . - tcul Sv_ 7/29/1.91 DRAW# M 9 8,�,, 8 2 4
FURNISH A i14
COPY OF THIS DE8,TGN To ERECTION dONTRACtOR
A
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wl
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tA
A of 'from,
WOP010Y 11notond a
Of SOft, frorn tiho
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shall be c of
t' except
for a 2 ft) Uivo Overhangli
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BMI; COUNTY
tot, 61, An iand: tpoOf 10116M MUIV 6*
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tOWILDING
"itan P -misson from
Wei L D00homb -nt df Pubfic
644/ MOR41 6/e C /e-
Wbrkso uunty, of Buttai:
APPR'
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