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CHORD
2X4 BTn
CHORD I
FB(PS1) "(P31)
FC(PSI)
-- SANICIDMl14CONNIGIGRA(AT(I II +cv1ANa1D11(11U 11S10AUCIIS
SPEMED A1411/41 I1 .1 n"D 1010IH Of TRUSS AI LAC. /01N1 Pl•ln vlvlee
M (Ac(115 INaAlE O I. CI (5 ql
trx.suDS.M(:m.,,•Aput U• YISS P M(r AM E,110.(3
(IAS 4410. CONING ANU AI, O. p1µ1 M ACC( MR11401'S1•rt, IOU(•
A IT (INN 1•+15 • N A•I11 I •..1 RS, WIC
AMNA H.. r,•1C“IO.. C+ 1•A L 11
G•N •A • MIh4LH.CHISAII•yAIDIHS A•+DvA. " ngt.'AD I , S MIC +AS/'INC/t3
NUMIN 4 LUNCH M.AIINCS. DLS1GN SIANCAIOS CUN1CI■ N11N IrM ?.ATIOh4 D1S1E,N
SfEC•CAIrcINS ANDIGI Mn Al CONNIa(o N000 nu5111 rwss nAn INSIPUNJ. rto
it SPON51e411 Y of 114 D1 . I TRUSS IAl"•
/.KING IS t.01 h M 1Nl LPl Alt MAN AIL A Kilt. C
GA ICS PuwNS( IKIINGTNSSISA( GATITIO N101p 1Utrg 1 (SSK.4ADVC+IN1(CARD
1 R INC MU dTD 1 SING /M N 1 K +G CIHI N, AND P l4M FARM Nl N 4A A. S U O NIO,Nl MARINO AND OCMPpINC
PIA�
0UIAµ440 1IAI IP,.0 ING w.HC I. MA♦ St AI OUII[D IN SIICV 1C MC
(I TED IN A uM1 A. s:IA1cSTRAIGHT rosnlON. MmwuM.IUMeu
DONS. nussu U M u(
TALL c u n m
O4a M S INu. SLR ICt •No TABU-
lSA"5 CAAWRSNCP "DFU S
cAuoN. M MAY /l Irx"AS1O OR RIDUC[O A11.11 AROnIICIS <I IAIRKArc17 OPTION.
lawtvu, ANY CAA/MA nS.A TINC (RCM SI NINCRUSIURIOUl :11c•.SHAUe(11MUSroNSE-
INTY OF THE Aft ..114.1 1 A11PC.C1 wA• ING SSICN C•.Ar.G. 1I<11t S SA0,01t NAPALM('
WI CA VOING ASgN, SMIPPUIc, ANDMOON10niv ;N I
iTANGARo t1ir, GfR: Ci 11.A N. ou GGSURANlic
It sro NS DISCLAIMS ANY 1l El ARNCAw I / S:•.'Ia A55uIHn ISM UAenrN ( AND F VS. ICtnw1!
O T Y OR I 'CA DiSIC.NS
MAR SY AR TA A TSSA,A T OF I
OAT AND SPIC•CA/KISS M -
cici NUl144AAOICIH w� oiU / f ,CO
AND OR HS co NTINU1NG R(YON51I111 r To v(IP • DUw1MA AND SAKI' CATIONS FURNISH-
LO Iv n. LICENSOR AGAINST IAIICAICE A(ANS IOMAR( CID MN INA' lw fuRNISHlo
srkcincAl NS cowa 10 PS M A1. 0ANS. Ah• I1C1!F ANGMS SIUSD St NM+t DIATESY 1lOuGHl,
10 0
IN *WINO, TO PPLCENSORS AND 1 ARICA1015 ATIl N1IOF /IFO4 IAN10.110N FOI
NECESSNYREVISpNfKCP7 A1Cl10inl (NWNEEIAND /UAICHIIlCTCOKIINlD.
34 - 9 •
34' -9 '
_ -_-__-._
34' -
34' -9 "
ON. 5EL.STR.K.O. 50. PINE
_- _ _ _
SEL . _ SIR• K .0. S0. PINE
_ _
2650
;?50
2250 - 1-
1900 4
1550
1350 _._..-
1300
1100
I 1050
925
r 75
1 6CG
2150
18
1700
_ _
1450
135
- 0
1150
32' -6 •
-2 '
31' -5 '
_ ,
30' -0 •
-7
- - -^
26' -10"
32'-6 "I
32'-6 - "
_ _ - --
33' -3 _ •
-
33' -7 •
NO.1 OENSE K .0. 50. P
N0. 1 K.0. SOUTHERN PINE
32' -6
32' -6 '
32' -1 •
34' -9 "
31' -7 "
34' -9 •
N0.2 DENSE K.O. SO. PINE
1850
1550
1350
1050
32'-6
- _
- -- •6.
32' . 6 "
A
29 2
L - -
26 - 6 •
34 -3
- -
34' -3 "
Na. 2 K.O. M.O. SG. PINE
-
N0. 2 K.O. SOUTHERN PINE
- 9_75 _
825
"L4' -6 _ '
- -
21 -7
J
31' -1
-I
26'
23'-5 •
28 "
NO.3 OENSE K.O. S0. PINE
33'-10"
i2 -
34' -9 •
34' -9 "
ON.SE1 .STR• ORT S0. PINE
2450
210C
1450 1850
1250 1600
31' -8 '
30 -5 '
32' -6 "
32'-6 "
5E' . 5TR. ORY S0. PINE
�2' -7 ..
34' -9 "I NG .1 CENSE ORY 5G. PINE
34' -9 NO. 1 CRY SOUTHERN PINE
_ 2050
1750
1200
1450
1250
_ 30 _ ' - "
28' -1 "
32'-x
32 '-6 "
31' -1 •
1000
30 - 1 •
�.
27 - 6 •
34' -9 "
NO.2 CENSE CRY SO.
1700
1450
__ 1000 ___ 1150 _
_
850 1000
27 -8 '
25 -3 '
32' -6
32' -6 ',
34 - 9 *
NO. 2 OR( M.G. S0. PINE,
25' -0 "
33' -1 ."
NO. 2 OR SOUTHERN PINE
1250
725 850 23' -0 '
30' -0
- SANFORD TRUSS
U
S
DESIGN L0A01NG
• i0OF 45 PSF
011t 1N5 10 PSF
"O�At 55 F_i
33.3 7.. UNIT
STRESS INCREASE
2.5 x 8
OESIGN FOR
SPACED 2'- 0" ON CENTER
RECOMMENDED CAMBER: 1/8" PER 8' -0r' OF TRUSS SPAN.
Span Plate
34' -9" 5 x 4
32'4" 3.5x5
28' -8 3.5 x 4
SYMMErR1CAL A130UT CL
EXCEPT AS NOTED
1 -3
1 T _ -1 /8 " 5x7
SPLICE TYPE B
OESIGN CRITERIA: 1970 TPI
TOP CHORD SPLICES
(ONLY ONE ALLOWED IN EACH CHORD) _ 1,
1 x 4 continuous lateral bracing
required on spans over 31' -0
12
4
2' - 0" ±
Span Plate
34' -9" 18-3.5 x 6
28'-8" 3.5 x 5
SPLICE TYPE A
NOTE: WEB MEMBERS TO BE 2X4 NO. 3 DOUGLAS FIR, OR
SOUTHERN PINE, OR 2X3 NO. 2 DOUGLAS FIR, OR SOUTHERN
PINE EXCEPT M NOTED.
NOTE: FIFTEEN PERCENT_I_NCREASE TAKENON FB FOR
REPETITIVE MEMBER USE.
1/ 16
r .
Span Plate
34' -9" 2.5 x 5
1x3
5x5
- 1 -1/2"
12
4.00
3 - -4447•
C - 3 • - 29E5•
R - 4219•
0 -2 0 4219.
7670
34'- 1' CLEAR SPIN
1 -2 a 170•
S'-3 r -14PZ•
3 -4 • 1108.
767e
Span Plate
34' -9" 2.5 x 9
32 2.5 x 8
28'-8" 2.5 x 7
24'-8 2.5 x 6
46'3 •
! 1
R c 18 /E•
PAGE 12 -8;
Z
0
to
1
rn
s
r
1
c,
0l
v
Equal Areas I -e
0
la
NOTE: DO NOT COMBINE TYPE A & TYPE B SPLICES IN SAME
TRUSS. IF NECESSARY, TWO TYPE ASPLJCES MAY BEUSED:
P
rile $0. -
CS>?TRIGMT 1971
SANFORD TRUSS
SHEET NO.CF •01021
OATet 04/05/11
10 4.19 484 538 1000
3 3 8 8.30 292 804 1095
PITCH AREA
SANFORD RUSS
(DESIGN LOAOING
ROOF 90 PLF
CEILING 20 PLF
TOTAL 110PLF
33.3 X UNIT
STRESS INCREASE
FORCE TABLE
T OP CHORDS
S -1 -7166.
C - 3 - 6726.
3 -4 -6381.
iERT1CRL NE85
T -2 O.
3 -4 866.
5 -6 188.
80Tt0M CHORDS
N -1 8799.
M -2 6799•
L -5 7310.
DIAGONAL NESS
2 -3 -453.
4 -5 -1064.
6 -7 -1064.
SANFORD 600 -C PLATES
5ANIOID ME1AL CONNK101 (AIEi AM 'ID CADGE 0ALt AN1EED STEEL UNLESS 18 CAUCrA 5
SPECWIED AND SHALE at APPLIED 101015 FACES Of TW55 At EACH JOINT. MATES Sh*l If
LOCATED SYMML*lCALLY AIOU1 JOINTS UNLESS PLACEMENTS ARE INDCA1E0 Er CACLES KI)
0R AS DIMENSIONED. CU111N0 AND FABRICATION SHALL a ACCGMPl15HED USING 100.•
MEN? WNKN WLL PIODDCE 5N0G- IITING JOINTS AND PLATES. OVEIALI SPANS AU CASED
ON NOMINAL I -INCH IEAIING.W1D1H5 AND MAY 50 INC50ASED IV AS MOCK AS 1-INCEIL5 WITH
NOMINAL 1 - 14504
MARINO. DESIGN STANDARDS CONi01M w11N 1f t NA110NAL DESIGN
SPECIFICATIONS AND LIGHT MLTAL CONNEC1E0 5000 1R4/55E5 DRUSS PLA1E INSIIIUTE). FIELD
IRKING IS N0I 1151 KSPONSIIIITr Of 11! OESIGNEI,PLATE MANUFACIU50L OP TAWS FPBR1-
00105. IEISONS l*EC11NG TRUSSES A50 CAUSFONIP 10 SEER P501E5510NAL ADVKI IN 50GAI0 •
FO ERKIION IRKING WHICH 15 ALWAV1 MOUIRED 10 PIEVENI MAKING AND DOMINOING
DURING ERECTION, AND NAMANENI IRKING 0HK4 MAY N PEOUI1ED IN SPECIFIC APIA CA•
MON5. TIWSAS SHALL 11.010 IN A PLUMS AND 5T411G111 PO511IOP1 MINIMUM LUMSLI
GRADES AM SP101150. CAAAEI 5PECIE110 IS FLA NCLMK C0N01110N5 Of SLINK/ AND FALL?.
CATION. IT MA5 50 INC5ASLO 0R RLDUCIO AI THE AICHHEC1S GIFAIRKAKOAS CANON
■■WIVL4, ANY DAMAGE RESISTING 150M SLCN INCREASE Cl REDUCTION SHALL SE THE 505PONSI•
IL Iry Of 14 AKHITECI OP 1 AAKA10l MAK ING 10(0 CHANGE. IMAMS SHOULD N 1040410
WDH CAME DUPING EAIRKAIION, SHIPPING, AND CIECTION 10 P50VEN1 044AGE. TN( 0140 INCA
AND SPECIEKAIIONS CONTAINED IN THIS DESIGN HA,/ BEEN PMPARED IN KCORGANCE 5510
51AND010 ENGINIEIING PRACTICES. AN5 DAMAGES PISA 11NG 150M I1X0411Ct uSE D THE
50SPONIIILIIY 05 1150 FNRIC AI01, 050 ASSUMES F,A1 LIAIL11 Y 1HLlEFO11, 0KEN501 E %•
1515SLY DISCLAIMS ANY IESPONSISL11r Of LIA/LI1V FGR DESIGNS AND 5NCKCAIION5 FLAN•
?SHED 1r IR FAMKAIOR IURSI:AN1101ACCT r GI {14(0150CI DATA SLLMIITED 1Y THE 1454
CATON. FLAT AMOUR, FAIRICA1Gl 5 HL5055 AV/I510 OF ITS 50 410 4 5 11 4 ITS 101115 PLANS
AND Of 115 CONTINUING 50510N511LI1Y TO VOW DUB/INCA AND SPECiKA101.4 1UW 00-
10 1 LICENSOR AGAINST FANKAIOIS OWN PLANS 10 MAKE CERTAIN TEEM ?H 1ULN15HE0
SIKKCA1101S CONPOYA TO 115 PLANS. ANY DISCREYAIK4S SHOULD 50 BAMEOIAIELI 850005?,
IN WII1ING, 10 Mt LICENSORS AND fABRKAIOR'S A1TEN110N SIEG L FASRCAIION FON
NECESSARY KVI5ION5 ACCEP1Akl TO THE ENGINIEI AND/OR ARV-011(1 CONCLWED
ALLOW.
FT (PS11
1300
1100
1050
925
• 1000
1000
725
FLAT ARER
2X4 TOP
CHORO
22' -4 '
21' -3 •
20' -11'
l9' -10'
20' -5
20' -O
18' -1 •
2X4 6T11
CHORD
22' -4
21' -5 '
21' -O
19' -10'
20' -7
20' -7 •
19' -1
19' -1 •
21' -11'
20' -5 '
19' -1 •
22' -3 '
21' -0 •
19' -1 •
22' -2 '
21' -1 •
20' -6 •
19' -11'
22' -4 '
21' -11'
20' -8 •
19' -7 •
1 -1/2'
LUMBER SPECIES
N0.1 DENSE K.O. 60. PINE
N0. 1 K.O. SOUTHERN PINE
N0.2 DENSE K.O. SO. PINE
N0. 2 K.O. M.G. S0. PiNE
N0. 1 ORY SOUTHERN PiNE
NO.2 DENSE ORY S0. PINE
N0. 2 ORY SOUTHERN PINE
N0. 2 ORY M.G. S0. PINE
TEL. STR. 000G.FIR -LARCH
N0. 1 000GLR5 FIR -LARCH
N0. 2 OOUGLRS FIR -LARCH
1.8 E GRA0E0
1.6 E MACHINE GRAM
1.5 E MACHINE GRAM
1.4 E MACHINE GRADED
UNIT 8T
FB (PSU
2250
1900
1850
1550
1750
1700
1250
RESSES
FC (PS1)
1700
1450
1350
1150
1250
1150
850
850
1200
1050
850
1575
1175
1020
900
1450
2100
1750
1450
2100
1800
1650
1500
1000
1600
1250
1000
1700
1450
1320
1200
2X4 TOP, 2X4 8TM
CHORO CHORD
22' -4 ' 22' -4 •
22' -4 • 21' -1 '
22' -4 ' 20' -3
21' -1 '
22' -4 ' 19' -3 '
21' -5 ' 19' -2 '
18' -8 '
22' -4 '
22' -4
18' -8 •
22' -4 •
21' -9 '
22' -4 •
20' -0
22' -4
22' -1 •
22' -4
22' -4
19' -4 '
178.
8
70•
2312.
90 90
315 C
1 2
W ■
0.
202 202 90 90 PLF MOTES KO MEIS/ER. TO DOUGLAS r1
C tu4 .0.2 DOUGLAS . or Southern Pine.
CONC NOTE: MACHINE STRESS GRADED LUMBER TO BE DOUGLAS
577. 577. 1080 FIR -LARCH ONLY.
11410
126.
3
293.
3 x 14
4
20 20 45
848
0
5
tt'- 4'
1141.
c
8 7
188. 283.
12
45
128.
6
r 315
8 L G 178
1
0. 70.
20 20
2x4
2512.
Plf
CONC
logo
5x6
SYMMETRICAL ABOUT
EXCEPT AS SHOWN
DESIGN FOR TRUSS 22'- 4" OVERALL SPAN
SUPPORTING 7"- 0" OF JACKS
7' '0' SETBACK
3x9
2 x4NoSplice
18 -5 x 7 Splice
'ROC 30- 21
SANF0RO TRUSS
o .,
a M e k
�7
'' ww P" Q
-< Q.a __ = ( l ��. • „ ,
A > , µ , t ' `.
F ,
S / P.D _
y Q • �
•/ JT A;
LD Y ^ , t ITS ' / .
• "/�
AAR
cc j ` r J )
FORCE
TABLE
SANFORD 600 -C PLATES
FLAT AREA
1 1/2'
LUM6ER SPECIES
ALLOW. UNIT STRESSES
PITCH AREA
TO P CHORDS
6-1 -2435•
3 -2310•
ERT1CRL WEBS
-2 140.
3 -4 140•
80Tt01 CHORDS
H -1 2310.
G -2 2310•
01RGONRL WEBS
2 -3 _0.
4 -5 Ot
2x4 TOP
CHORD
2X4 ern
CHORD
FT[PSI1
F6(P51)
FC1PS11
2x4 TOP
CHORD
2X4 BTn
CHORD
SANFCD MESAS CONNEC1Ol PIAiFS R[ ALAUGL LAI `�ANIZ[D StEEt UNLESS 1 G4UGE IS
SPECIPIED AND SHALL BE AFPL TED PC 101. FACES Of'RUSS At CAC,. PLATES S«ALS BE
Loc.° SIMME/MALL r AeoUR POINTS uIaESS PLACtMENES ARE 1NDK•nD t CIRCLES 10/
caASDwENSIONED. CUTTING ANDIABRKANUNSA .1ACCDmPU DEAD USINC:oIW-
MINT weKH wLL PROOUCt SNUG -011.6 POINTS AND Pura. OVERALL SE•NS AU BASH/
ON PCMIh'Al. BLARING .. mmS AND MAY eE INCREASED BrASMLCAAS r.:c«ESwn«
NOMINAL 11-INCH BEARINGS, DESIGN S;ANGARDS cONRUWA AIL. 1•E 1,1101,AL DESIGN
SPECIFICA1NSANDLI CN M w
g TLt. CONNIDDDOODUUSSESDIMS ',AILINSII1U10.EIELD
,1 4 :D CI E 11, t cAIRD
C r11 PERSONS ROSES IL c o SEEP ruuFES
10 RI r'.1 BRAC w«ICn IS AlA4r5 lEGDIRtC iG PRt 'EFIP 1t, v.EiNL A':° DCMINGINL K
DuRINC EREC LN. AND vLRMANErn BAACmc w «Kw a.A. et Rtc Rw Ih svt EK FPLA
IIL.NS. TRUSSES S«ALL It lRIC1EG IN A PE,All AND STI AIC.E1 PCS is IC'. EA ,IEEM V LUMBER
CRADESAUSPtaSIED. CAMBC RSPECIFIEDISPEAN C ....CNNINIAJNSFAS.R:K/ANDlA;n.
CATION. II MAr et IrKLL ASED GA REDUCE) Al 1:4 ARC"IT1,1 E,R I ABRKA'E,R'S OPrKN
.EOwEVU,AN.cAMAOEREsumwl¢MS,c« ,u1xx.:InJcx.,s,.,:x:xesvE`sl•
BKIIP OP NI A4UIEC r OAFABRK AIUR MA.u65JC. CAANGt rEUSStSSACIELD et .ANpELD
. , ITwCAREDCRINC'..CIsEIGN,sDIPRI. P4D.RECl1ON•cra,.,•DwAGE ru;RA,.lra,s
AND SPECIEK AIKEN% ANNFAlt AO ,N !NM JLSIGN HArL BEth NW ABED IN KCCtGA, ECE ADD
SIANGARD INDINELIING PRAC1 4N LAAEAE,ES PIMA IINC . RCM 11 /CD RREU USt a iNE
FREESLN A1L , Rf5POrv511001, AF ,IAEIL F S r F(,R L D I IGN 1 S AND r EPECVKAIKNS FLAN.
<:iu o+e "<B PAULA,/ WILLIE ADVISED OF u vo , ii n ED. Ds EL
AND OP I1S CONE,D,C RESPCNSIBIEN r 10 VERY DRAWINGS A, SPtcKKAf L., FLRJS, .
ID Br Tnt LIDENSCI AGAINST lASIKAIGCS CAPE PLANS IC AIN" DEC AIN 11,11 TN FLANISEDD
YECIFKATK.5 CQNPGVA•O EIS PLANS AN, DISCREPANCIES SNO'.:LD Bt 11.EN0..,11, I BROUL ^l,
Nr. MT INC., LOSNtEKINS ,USANDIAeRKAIwsAlIENTK, .1ED,.,FABRKAnGN
+ECtsS AR. RIVtSroNS ACCEP1AhDI t RO 1 ERCiNEER AND `cRAC r.;r:cERr.ED
21 -0
21
NO.1 DENSE K.O. 50 • PINE
l 300
2587
1700
21
21 '
21' -0 '
21' -0 '
NO 1 K.O. SOUTHERN PINE
1100
2185
1450
21' -0 '
21' -0 '
21•_0 •
21' -0 •
NO.2 DENSE K.D. 50. PINE
1050
2127
1350
21 -0 '
21 -0 '
20' -7 '
21' -0 '
N0. 2 K.O. M.G. S0. PINE
925
1782
1150
19' -4 '
21' -0 '
21 '
21 '
NO 1 ORY SOUTHERN PINE
1000
2012
1250
21 '
21 '
20
21
N0.2 DENSE ORY SO. PINE
1000
1955
1150
21
21
�„"`��
DESIGN LOADING
ROOF 90 PLF
CEILING 20 PLF
TOTAL 1IOPLF
33 .3 Y. UNIT
STRESS INCREASE
19' -8 •
21 -0 '
NO 2 DRY SOUTHERN PINE
725
1437
850
_
21' -0 '
20' -3 '
21 -0 '
NO. 2 DRY H.G. 50. PINE
650
1667
1000
-C
21' -0 '
21' -0 '
21' -0 '
5EL. STR. DOUG.FIR -LARCH
1200
2415
1600
21' -0 '
21' -0 '
21 '
21 '
NO. l DOUGLAS FIR -LARCH
1050
2012
1250
21 '
21 '
20' -3
21' -0
N0. 2 DOUGLAS FIR -LARCH
650
1667
1000
21' -0 '
21 '
21 '
1 .8 E MRCH I NE GRRDEQ
1575
2415
1700
21 '
21 '
21' -0 '
21' -0 '
1.6E MACHINE GRADED
1175
2070
1450
21' -0 '
21' -0 '
21' -0 '
21' -0 '
1.5E MACHINE GRACIE°
1020
1897
1320
21' -0 '
21' -0 '
20' -7 '
21' -0 '
1.4 E MACHINE GRADED
900
1725
1200
18' -9 '
21 -0 '
315•
A
75.
1155
90
90
90
PLF
E
•
NOTE. Ks nEnB( 5 TO BE 114 50.
NOTE: MACHINE STRESS GRADED
FIR -LARCH ONLY.
L = 1/4 OF PANEL LENGTH
c_-
SYMMETRICAL ABOUT
9 DOUGLAS rill! or Southern Pine. OES I GN FOR
SPRCEO
LUMBER TO BE DOUGLAS
5x5
TRUSS 21' - 0" OVERALL
2'- 0" ON CENTER
7 • O" SETBACK
SPAN
r
B
630•
L
c
630.
0
4 3l5
2
3
el
y
9408
G
Y1'
0'
y F
140. 70.
20
20
11554
20
F
?.5 x 5
12
RPLF
5x8
EXCEPT AS SHOWN
2 .R ,
M
L ±
-F
[1l v
-4
1.5x3 3.5 x 4 Splice 2,5x4
FILE NO. 7H- 21 -4 -55
COPYRIGHT 1971
SANFORD TRUSS
0.00 4 21.00
4 0.00 4
SHEET NO. CF -01055
DATE: 04/03/71
0 0.00 0 0 0
1 8 7.00 139 254 393
PAGE 30 -55
OJ'
MAXIMUM TRUSS LENGTHS
GIRO SINGLE DOUBLE TRIPLE
LEN OSCAB 1SCA8 2SCA8 0SCA8 'SCAB 2SCA8 OSCAR 'SCAB 2SCA[3
F I F I F I F I F I F I F I F I F I
14 29 4 33 4 33 4 50 0 50 0 50 0 50 0 50 0 50 0
15 26 30 4 30 4 50 0 50 0 50 0 50 0 50 0 50 G
16 24 0 27 8 27 8 50 0 50 0 50 0 50 0 50 0 50 0
17 22 0 25 4 25 4 47 4 50 0 50 0 50 0 50 0 50 0
18 20 0 22 8 22 8 43 4 48 0 50 0 50 0 50 0 50 0
19 18 8 21 0 21 0 40 0 44 4 47 0 50 0 50 0 50 0
20 17 0 19 4 19 4 37 0 41 4 44 0 50 0 50 0 50 0
21 16 0 18 0 .18 0 34 4 38 4 41 0 50 0 50 0 50 0
22 14 8 16 8 16 8 31 8 36 0 38 4 50 0 50 0 50 0
23 13 8 15 4 15 4 29 8 33 8 36 0 47 0 50 0 50 0
24 13 0 14 4 14 4 27 8 31 8 34 0 44 0 48 0 50 0
25 12 4 13 4 13 4 26 0 30 0 32 4 41 4 45 4 48
26 11 4 12 4 12 4 24 8 28 4 30 4 39 0 43 0 45
21 10 8 11 8 11 8 22 4 26 8 29 0 36 8 40 8 43
29 10 4 10 8 10 8 21 4 25 4 27 4 34 8 38 4 41
29 9 8 10 0 10 0 20 0 24 0 26 0 33 0 36 4 39 0
30 9 0 9 0 9 0 19 0 22 8 25 0 31 4 34 8 37 4
31 8 4 8 4 8 4 18 0 21 8 23 8 29 8 33 0 35 8
4
8
0
32 7 8 7.8 7 8. 17 4 20 8 22 8 28 4 31 8 34 0
33 7 0 7 0 7 0 16 4 19 8 21 8 27 0 30 0 32
34 6 0 6 0 b 0 15 8 18 4 20 8 25 8 28 8 31 0
a
FASTEN GIRDERS AND SCABS TOGETI -ER AS FOLLOl+S:
Bottom Chords: Nails for the SANFORD CHEVRON HANGER are sufficient to fasten
first member to second. Third member shall be attached to second with the
following number of nails for each supported truss: (2) 16d nails for supported
trusses up to 16' span, (4) 16d to 32' and (6) 16d to 50'. For four cr more
members use single bolt hangers, or (1) 1/2" dia. thru -bolt, for supported truss
spans up to 32' and double bolted hangers, or (2) 1/2" dia. thru - bolts, for
supported truss spans up to 50'. Bolts require washers at both ends..
Top Chords & Webs shall be fastened with 16d nails @ 12" o. c. throughout, (from
both faces if three members).
SANFORD
ffr
1
SANFORD re cal connector places are 20 gage gaicanizuc steel. unless 1g gangs is specified, and
shall to applied to both faces of tr.ss at earn ;01st ?laces shall be located srr-ecrlcally
about ;oints unless placerents are indicated by c ir. les (C) ;r as dioens toned. CUTTING AND
FABRICATION shall be accorplrshe"_ .sing eq_c prent •.' icr will produce socg -f ttttng ::tots and
plates. FIELD B?A_11CC is not the re spoeslbi lit) of t. designer, plate ra rufacturer• or truss
facricator. Persons erecting trusses are cautioned to seek professional advice to regard to •
erection tracing, :h.1ci• is always required to present toppling and d_.lnoing during erection,
and perraaent bracing which ray be required In specific appliL scions . Trusses stall be erected
•. a plumb and scraig'.t position. i.Tore no aleatl•irg is applied directly to top chords, they
shall te braced at 3'0" o.c. max. GTere no rigid ceiling is applied directly to bottom chords,
trey srall be brered at 10'0" o. c rax. Trusses shall te !'girdled with reasonable are during
fabrication, st tpping a erection to prevent darage.
Fasten trusses (up to 40' span) to girder
with SANFORD CHEVRON HANGER using (8) 16d
common nails. For single member girder
nails should be clinched. Attach truss to
hanger with (3) 16d nails, clinched. Use
heavy duty hanger for spans exceeding 40'
Bottom chords may be reinforced with scabs to provide additional load
capacity as she•.:n in table at left. Scabs must be of same size and grade
as bottom chord and shall to attached in the shop to girder truss as per
schedule at left. If splice is required in scab, it is preferable to
locate splice 4' or more from bottom chord splice. Connecter plates are
required on both faces of scab at splice, and shall be 7x8.
Top Chord:
Bot Chord:
Webs
7x8
2x5 #1 Dry Southern Pine
2x8 #1 Dry Southern Pine
2x4 ;k2 Dry Southern Pine
(except 2x6 as noted)
PAGE NO.. 22 -25
DWG. NO. CF -34037
LENGTH
34' 0"
PITCH
4 12
6x10 18 -6x10
W5x6
5x10 &
18 -5x10
W3.5x6
3x8
GIRDER LENGTH
12
*Not required with 6" nominal heel height.
Drawn b RLL Checked b
Loading
Top Chord 45 psf
Bot Chord 10 psf
Tot. Load 55 psf
Dur. Factor 33 -1/3%
Spacing: See Chart
or #1 Fir- Larch
or #1 Fir -Larch
or #2 Fir -Larch
(2)18 -3x10
SEE BRG. •
SCHEDULE
JK.'f
Date
3x5*
1
4 "Non.
2
73
wmumul
0
IL
/' PIPE
• 1
cS)
18'
6 ,1PRINI<CER
sFRhvia.ef2
13150
0
20' F,v'r
PK Y.
- 5' 80.0U' � r _ v _ n 17.,5
. .
r
11 ` J
"12' PI P E
c
OA lib r )(if. / - P/Pe
+.' /,�fiO ►�S SI1�:'r��( fl {US.LY,_'` - -_
ARE RELATIVE ft flIE H/3 NATIONAL
GEODETIC VE;ZT, AL DAf1J,M.
1,4
try 9tv"
l 3
id5/ acoct. 3 (44-63)
1 (9 -/4 /)
,VE 9is Sr
LOC/_l T70 Ji <E T"
5A rrf -1 OF 5UfaV
Z. OT G
_- - R F P : 1-1 AG 6: A;
mi4 ,S11 3f10,4F. �_ O�SUE c�DUNrr »^ FCOkIU�
According to Pat lock •. '. F ag «.....
th «3 Public Records of C•3d«3 Co&L ty, Fla.
r?. v'D /977
`J4NI 'G, /07I
SURVEYOR'S CER fiFiCA NON: We hereL_,
Certify that the attached "Sketch of Sur -
'J3y" of the above described property is
true and correct to the best of our known
edge and belief as recently surveyed under
our direction.
eet{AL t W. McINfoSN & ASSOCIATES, INC.
Reg. S niieyor 30 9 4
ca� r,s
"1" VJA UD Ut`If :`)` ► ' AL8'D
State of Florida
f;O;NALI) W. McINTQSI1 ASSOCAIES,
91 N. E. 91:3T SE.
MIAMI VOR. €3, 331313
r
I k5: 7110
CONTRACTOR
JOB NAME
LOCATION
DRAWN BY
e
A. t4e.t6dit. --:
- ATERAL AND FIELD DrAGNG is not the tespcnsibi ty
! the truss tabricatct: i erecting ttv*:st-o are
t y :cnE -3 10 V;e erecinn brat -el r+;doFr is €!,:ey.5 ce-
Ircd to preen! t - ;. »g cr.dd. d.:ninoir, er; ir-g car
crt. V :bete no sheathing is cpplicd directly t3 top
chords. they shall be brae 1 at 3'0' O.G mcx tkhera
no rii;id ceiling Is applied ere 7y to trot chords„
they shall be braced st 1[3 O.C. max. Truce sh vld
5 handled v. th reasonable Cara during cr c..iort.
t
NOTE: ALL TRUSSES SPACED 0 2'-0" CENTERS UNLESS OTHERWISE NOTED IN LAYOUT
dO causeway LUMBER COMPANY
FT. LAUDERDALE
2627 S. ANDREWS AVE. -
JA 2 -1704 S
JA 3 -3416
ROOF , TRUSS DIVISION
ROOF TRUSSES
sat,
• BOCA RATON
400 N. W. 2nd AVE.
391 -4800
390 -1100
- -- - M1 AM —
ro> a te/► N 9 = ST` ■-toR
V SCALIKis. 1_61 - =11'
5 1P A• 1.1
,r
RJ'J <> `oVEMWAl-S6.-
11J_F1L b t3V
CD 0
JAIME DNB
ARE HITS
9999 N.W. 7TH
MIAMI, FLC
PL 4-05
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