511 NE 94 St (11)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date 7 - / S 9 Job Address 1 $ D ru 9 /..ill[ Tax Folio
Legal Description Historically Designated: Yes No
Owner/Lessee / Tenant M (L ems,,! /�f✓t� /�� Master Permit # 4-/oO S
owner's Address `7 S C) v 9 tf ‘2 —
Contracting Co. A l/- 1 CC Ai 1 (, / L ry L Address / c-/ V O D 5 w ? X A T?l
Qualifier L e b \(- t-. C- . r SS# Phone 7, ( -1 7 - 6 7 ,/ '7
State # Municipal # Competency # Ins. Co.
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION 1Z. P rt, r
r anf.pandb iltigident
Notary Public, State of Florida
Signa
FEES: PERMIT ' Z RADON
Date
\-■ T \-t S L 2 e. !c S
Phone 7 5(7 -SG :')-
Square Ft. { S ! l f Estimated Cost (value) 1 • b S D
v
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I
certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable
laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated.
Notary as to Owner and/or Condo President Date Notary as t
My Commission Expires: My Commission Expires:
Signature • Co . . tor onkyi , - kiuu1ikiENTER
My Con n. Exp. June 14, 1999
Co •.m. No. CC 472188
litJtlLQ�tdt�w- /L . � _ `7 —1c--- 1 c .Nee
NOTARY
TOTAL DUE
Date
- 7 - 15 - -96
Date
APPROVED: �
Zoning Building Electncal
Mechanical Plumbing Engineering
, NCTE5 :
... • . • •...••••
LOAD.
u
L FLORIDA. TRUSS
-INCORPORATED
. _
• , • _,• •
• 2S••••••• • r••••••••
(1) L.A. s?PCP. rcP. :RUSS
• TT.? 23CR.7.5 NI P. SREATI:NG :TIERS) .
FOR Siir_lTS:NG A.RE TO BE E2A27.2
22E 1E22:X.Q.0:::TS.
(2) :r 7?.CES TO? CICA'-'S TRUSSES
ARE qC7 :NG 70 at
A.AC:NG ?ER ,A, 2R AB)
A.
Ar:A.7...1 A 5.113 131... .;.Z TOP CHORD I
TO 71USS TOP :HORD FCR
r rks:r..4 •
SCARS 73 :ROSS )4/ 16* 3. 4 L2
. Z .
; ?'....ACZ IX 4 1.ATERX_ BRACE AT 2' -0'
02. BETWEEN VALLZ: TRUSSES ATTACHED
TO UNDERS:DE OF TRUSS TOP ZHOROS 11/
2-10 D. RAILS. LX4 BRAC:NG MUST
EXTEND T AHD BE ATTACIE: 70 rLS
TRUSS :MA7 SA-S SHE:ATI:NG DIRECT=
ATTACSED 70 :7 AT ZA. END OF
STAGGZR S TO COVER LCHGER VALLE= .
0) HAXINCH WES - .MGM HITROUT BRACE :3 7'
,
HIT! BRA= ZS 12' -0' . A 2X4 L BRACE TS TO.
BE HAIL= TO U. wEB MEMBER w/ 10 D. NAILS
7.2 6 IH. 0 . C =MEM{ 7' - ' 12' -0 -
uma:ms.
(4) 72IS OESIGH F^R '20 t.? .3. WTN
• (3) 7.1.1 PL1TES ARE TO 9E ..514A-20' S .
(6) tOR SLOPES OT 6/12 OR LESS 233 wEDGE
. SHOWN ON DETAIL 'A' 23 NOT RECITIRED
(7) FOP =WHS.:TT:NG VALLZ: TRUSSES 70 =mous.
USE DE:,':. - 9' T7P :.AZI :ROSS 2 TO LE
CChKECT:214
-
323.9
• --
(8) FOR 1IALF ( NONO J v7..Z1 TRUSSES USE SAME
DETA:LS AS SNOW NOTE:: ON oRANING.
FOR 2E..7'.:ZON
or vAi_LI. :ROSS 70
• ce.ticx TRUSS SZE
( ZETA:: '2'
' - . . • -
TRUS5
.. vr-lcz MAIL=
20 mass w/ 2 -10 vaLt.rr Cr
SLZ NO
TOP CHORD Of CO
TRUSS
DETAIL-A
DETA IL- C
5051 S.W. 34 STREET • F. LACIDEROAL.E. Ft 23314
asiowARc l81.395111 DAD. ;45-1849
- -* :-"Z 3X3. 9
• :• 322.9
2 - 12 0. HA:LS
TT? . 4 u. TRUSS
ST 1X4 G7.. AWP 0 -
ZEL. ANCHOR STRAP
6' -0' O.C.
•
• •
DETAIL- 13 2 TO 12
3221.3
•
2 TO 12.1
2.X Z.
/ z_.=./
1 IRIDGE-. 1
l' il l irommOH
COMM ON s Es
al=1
I e- ! 41
I
47' f • • • "..tr !
Atj_rf I :1
MADER TIRMSS I C .( ‘
4 X 4.5
2X211
- 0' MAX.
11
I
. .
L E&A
sr: mars 3
OPT. spuce
3 X 4.5
6' - 0' MAX.
f
• 11
I I I
I • i
'1 I
kAIDGE
PARTIAL ROOF LAYOUT
1
\
511 14 102I 2 -
•
321.5 .•
=
1
tram. 13041: S.
MAX. IZ-1
4X 4.3
SEE NOTE 44o-3
23 - C
ems.1R0 0EXIGH CRiTERIA
T I
0E3;G:1 F•aamic.:Tios HARDWARE 1.04441ER D•ECIFICAnores
OP
• I.:I* rr: •,..144t ••.C. 20 sue, TO C" u.1 igia0
30
z044 tow,...otony j • 7* .••••4140 • •
• •••••:***,10 •••• 2X4 HO. So. ?) NE . 7 : 15. •.44.
MAO 1.111.1)
1 S.• L TRUSS DET:\l'.
; - • - • • . • . • • -
, .•-
o c • if
" ""' ••••••• •
•01 .0W . • • - • . • oOfT0.*0,0$0 Loyi LOA°
.• •.vr 1 1•4013
NOTE 1:1•■•.0
ni :•u=-13 • • rn
•- • -
SE E TA TOT OtSr0o. (0.t0
• 1 idnoss•..f 11 • 3**CR.G 2 e
n • 413 rtrou lt•W....1.• fl nalan •
CS C I = •
WI II At SS ,OA .o4 . " 7/
1., 13.. t..4.1.5.1 04.44 1:14.4h11.0...% *Ad
wf3.1
• ll.••••• ,•• • 'I
...or-arts ,1.41 a X 4 ).o. Z X So.
I •.
II •“."0... 40 .C•:0 •1.
- ...2304
I P. :
2 . 4 AC . : r
:•
:Puss ks
OROPPO
GASLE. ENO
FLORIDA TRUSS
_INCORPOFIA7E0
• • -...40••••••• • •••••••••..... 0 4-•
:./'c c
1044t J. sioEf,
A tits
I.C. 2 •J?
4 X 6.2
• -it -.1. ..14..
0. roar., 34.0:.— 111., •C•1.0.1
• 0. .,"••••-•:--
. • KA-, • 0..
tr.
:N. put4. PLT SM.r
COM:IMGC: 3
; 1 I
1.
u z r
Z.
Az z
C14:, ILOSS
CM0
NAtt. ....rw000 TO 6A8I-C D.0
rwi (04 NAILS c* 0/C (3Y CTHEMS)
ALIN_ PL:rinoco oThE RS)
p._rwoaa Z
(ST OTHERS1
—SEE Or.7.kr-
Aaovt
C314 MON
TRUSSES
SECT I ON.-"A"
3 X3.9
(A\
OR SP A Al
— _A/ -.—.1`.;1C.:
SW. .S SrAEET • FT. LAUDERDALE_ P. =214
BACWAAC: £.33-32.21 °ADE: 5- Ie.. ;
QAIU-E . . cousiON
ENO • TkU311
S ECTI 0 N .4 •
2X?-11
SA.c14 2Ai
4rm. IrAze
Zoutalt :s4
%tort. Agate
Dowal4 22/e
v4rs.. Brace
VARIES
A zLy /ir's V
Of:ZGAP
BRAG= N/1C Z. /
1 5 '
:
2X1.9
. r
Acts, I /ix2.9 /2r1.3 -/
CONT. SR;.
I 0 n1, TO 0:040 z X4 K: S. • n , 4 1 10.._36. • •-••44 •
.•0 • • • •
••., 1 Aorrc.A. 0-.43 •
Z S& • 0 - •0: .01 WO 77 IW .itt •
- 1 Tat 44 DASIG. ki•c
1..3
01 4.0 0...4 •
30
•x•
•
Kr.:-.-rIR :sc. ?::It y',2:1 SZ. P:UC. Z.:.
NO 1 Nz.: . Rc.: 4c.: ! Rz.: i 4c :
; 1 ,
?'.:- 1:'-:: .!• -IC 1' -i• , 7
1 1 1 :1 . 1
:.:•-•': 1 8 - r 11. -1.1 19 7s- :::. -i : A 7 .:- 1:3
--
P.3.=.5 our_ ON
1z t 7St VtRJ. ST= w:1C
HALL.; ET N.T..11 niAcz,, BC
HZT=3 : (11 ALL WaLC CHO VTXT:C.).:. ;TUMS A.A.L: 7: ;z ):Nt
129 rott a.r.sozars SAAZ:44 7. LL:m1CA MZ:L.•
L Bakc:Nc
0) MEr.-rtll S7:IC GAAOC ZS UA:. 7= WC.:
149 :LADLE 040 SN-Al.: SC moz:Noa_co A: ,ALZ:/•:: 3:772,
(SI MC OMC:7 H000 TO •2NZAC7E ZoN7A:7 :s
lel SpL:ct. ttEr:. ; PLA7: 7:
ALL MEP! 7.7 SE
11) aAsu CHO SRAZ:UG :s ?S7 •1:: -
..,,,,,- •,.. t... ;
....A.. 1 1. -_-.. • -. : - --- -.-__ _ ; Ti...ms A. A 1..._,..,.. • ,...., • --..- . —,.
I ......rt s7 4 LG. ••••C • 1..... .C4 ..-04. 1. . • L..: 44...7. .........-71.......:; ..*--
, - • .,0--• Ix :• 0 ...... ■S.C.-C • A 1 , ... e .,.., , , ........ , t22.„..1,, ,,G
i. • ...,_ A , s .......•• _22_ s .„ .
,.../... -, r .....,.• IL:. ...1 ^.:.,..:/.• ! .—....—,_:.:
1 ------ --
•
, .
u 1
21119- N11NNT .UUZ CORNER JACK 3/12
.IT TYPE N LEN T X INENOER) C II 0 9 0 9 N E 0 3
' MEM4R FORCE NCR 01 9P 91.0.. 1090 :1r'NOM FORCE
1 RLOI GNA20 3. 0%12. 5 .25 FR -1C 0.891 01 -IN -4X DEPTH IN 101.01 FM -TO 11.891
1 11L00 GNA20 2.10 4.7
2 INC2 GNA20 3. CX 3. 9 2.001 2- 71. 1 - 2 4082C 7- 4- 7 0. C 2- 7 9031
3 1602 314920 4.C: 5.5 1.50 3.251 3- 61 2- 3 2829C 4- 1- 2 0.0 2 - 8 19150
4 0..911 364420 2.OX 2.9 3- 4 C 4- 1- 2 C.0 3- 8 18711
5 1:4402 3414420 5.OX 5.5 2.251 4- 51 4- 5 0 0- 0- 0 •- 33.000 0 0.0 3- 5 31082
0 11102 36920 6.OX 4. 7 3.50 2.751 3- SI 5- 6 27867 4- 1- 2 0.000 371.5
7 INII GNA20 2.0X 9.9 2.001 7- 11 6- 7 461(1 4•- t- 2 0.000 250.9
7- 1 46111 7- 4- 7 0.000 101.3
OF.SIGN SPECS. FOR LIG11T METAL PLATE
CO6NEC1 CO 4000 TRUSSES. 401. 1878
"3rG.
OM039 ORO
.Ii REACT 114-30
1 1188 nv o
5 2139 s- a
rIIMBFP.. 0 -118 I IEE1.. 5/18
Handling i Irection
Zx4 Z5Z-4.
Gang 114 arra 00 01 001..0■011 nay af.. In fanriang0
manc••••• fen /anan401 annnal fn. Ina Inn GC*
al an= paw. n0 Mane•. • o 1...0 w�
nos an 00 � 10 •1•.1 01.0• •..1V••
Mann ulna ••0 n• •• • Vann. Ina ff innamnia ma Or •••••11 n1
ou noo ago. Mama Wotan+ Imre MINIM •0.00 at ma,.
1101 na•••101101
.�4am.. l .0et •44 .41. .0w ••••11•1•12 0.0 ••10 1 OA. &PO 0 dnaCall MVO mans
/Z
/Lc.' 7 7'-o
100. PURLIN SPACE. 3.0 FT. . MAX. mistime!) 801.C11. I.F.N.. 10.0 FT.
1 -114 LAT. BRACE 14000. AT 1/2 LEN. 41809 3 -
ALL LATERAL BRACING MUST 0E R8SIRHINEO
110! iG 11 1 5
1(01 41 51 44
I (..0 4 if K0..•
OWL.. 1.14..4 .1*ClNG. -
5- &Jn/4 /L.S FO2 " •
Nae.e/ 4'10 w#
4 - 8- /.Va /L6 POR 5',74 GF
Z- 8. 1u0 /L5 1.02 •0, • Td'se.
,- 2- 8ri/V /1S
15 ✓ o1Nf-.r'S
i
3ti.cellaneoua information !tracing inlonnallon
o 6•1 .....•1• .• can•nn a
logo onguro g ono...goo Or Ina •••..aaCa 0610 naafi= pa am edam (11.10 way
tnn * 01.. .,..41...•1 b ..0 «0 b,......b N. cow. 01
w.b. r.. 1g cow" 1..1.YCM •••••• wawa 11. comma n1
•1.. ..•P.•_ USIM.W.1 Can sin ...11b'rMPV0001.•0.
Man 1112
�C...b..•1..1_..._o._b. _1. nor -_._.b
Gang !I Systems, Inc.. 7525 N.W. 37th Ave.. Miami, Florida 33147
FLa .
.10•••
rim .1• w
b. •.0 , +.w0 b.a .101..10 a•• lob
.. 1
....1...
1.1.0..
o4_ g•1 .. w.1 n ...1.b4 ....
gm CO Mop onlIgOoftga
argran1111 Una.. ammo. wo
appailanfa MAP. 41.1 110 n1•
own.. Olwo .1..
ImonRTANT: READ ALL NOTES OH THIS DR•WING!
000102 5140 LlINBRR OE5CNIPTIOI UC31G11 CRI1041111
1 - 4 20 4 NC. 4 KO 32. PINE
4 - $ 2X 4 NC.3 KO SO. 1144E
5- I 20 tl NG. 1 KU 50. PINE
ALI. N089 20 4 N0.3 K0 51 :.01H
1. j/ -o" 7644 1.
, j'e774. ,2RZF PC„://V
Connector lardware Lumbar
Ann. • . o: ° . ..,..... 1.•b... Gina 00•11001
w n.am..,:.+�del° Doalan Crlta4.la •
▪ Pi ton sae* .d n.. On1• ••• 0.101. i ff. r •
O +..••• •.11 .4.41 .. W anC111.1 ... b v
Ogrogrem go sok mat
0.1111 r•ba
TOP CII. 11 - 3L' eSF
01.• 1.:i 030
tlCT Cll. L1. 0 P91.
UI - 10 03F
TOTAL I 0H0. 55 I'SF
SPACING. 24 !N. CiC
HIP 9010005 -11- o- 01J1
INPUT OF.FI.. 1 /240
INC9F.OSES IPER CO1111
LUMBER. 33 NAIL- 33
'IC11 LS- 0 4C3 L5. 0
tent' vn:.UF
(:110605 NESS
MAX M1N MAX 110
6411120 227 227 227 227
Gang -Mali Sy.tama. Inc. 1 •
Aram • teams • a *ABA • Gam • Mama .
0.11
T rm 1 1
•••1
▪ 7.J2
a 6 aA
CONTRACTOR F.E. EU:LDERS
r F3 -19A
Handling .8 Erection
Camera nare o' Wmmnena snap not be 00,^00.0.
1enevary Ine 0,rnment Watt; to 500n; conesonn.
Wo rm ant b' resutn; awe acm 0701 be beapet ene
a 01 by . Iv0 lam ere - be {0014 C na
00e al tracts aria benumbs 0dreaa.
et no pas ,nrl laps wee. ran 0CSen ease We essee0 0
Qf mmcbne
Care re execute a treat co- 0pre^.1 at Wooer
1 0am - 0013. 0 0, ens 0aoeny Wave. Reac 1
0 00700107 5 c lea¢: •sasa
A '+r ae taxa a0.
rooWly 50 010 laenc. 0,. rumens, are accmts
ra aorvn or comopan3. 1, 1,-+e en
Miscellaneous Information
Inn eau snow re ne 0141rma2an rorean n pr Copare bl Gen0Ste,
5yvema. be. a rot o w wave came In e o r. Dan c Ow :�
aeo aeo3S .. 05 e a'ro e 0sa W es0 near in any alter ear
a srq anna terms mn topers
Wi111e use of 113 'sewent ara'I toe 040100 by re Mayne 01 Me
a Ooam L '1 �ne0ean, core corolnncea. 000.01, are insIonVer atom
seesur of re :p-cere a:ere Debra uen;00s comOaren:
DC
If ne acme-. ea. not Wee. Ina' 0ui0nt Cate
eco rn 00 0 007 USE THIS 0E Gal.
Wren Its { o area ne 'melee i 50 Systems. Ire
01st oat ea s ?coal
. e; ^. of ne uru anal: ne 00so o' 0aa
3100 0 01 0103533 -s- e^0 sloven. on 003 maws.
Bracing Intormation
NI !scare! Ouor, melee 0 b
acne Inaveu4 web nerves end
must be melee.
Vem traces area morn as to
be early each Wort mat wren.
C Marrows ws a maumn ea
latently by Meaner..
Wagons or ce1 ; natenaa.
Regreint 0, ewe) srs n� srse
galloons' bate b• M W1
structunt is to Cr.t re
00]1711 of ne compa10.P0N
Connector Hardware
Gpeucer palm ere numbmWte in
accomamewn1P1
Palm man We rntee0 40 0001 lac.
el7e 0,7DOr em 0101 lily enee3a0.
Palm must m W re an. VatMe art
rower
"'ii I oatmeal .Tab ion. WWII m tre
rem tor o n tyres my
Pa e mate 4 n o o el to
e�, a > omp :rue"
Lumber
Wmae, must aera pram
mark Iam en esoreven
40 ittum Wmu Orb must
sr., re me =Zee
g
la eWel o ea lunar
een n pale aatliel
Design Criteria
Ina mean m arc no In
34 1 a c re r n
ne s lam a 0405,
ARC. TPL
JT TYPE W LEN X (MEMBER)
1 HLO1 09020 4.0X 7.0 0.25
2 IN11 09020 2.0X 2.3
3 1002 GNA20 3.0X 3.9
4 I002 GNA20 3.00 4.7
5 PK11 GNA20 4.00 4.7
6 I002 GNA20 3.00 4.7
7 1902 29020 3.00 3.9
8 1911 00020 2.00 2.3
9 HL01 GNA20 4.OX 7.8 0.25
10 I002 GNA20 3.00 3.9
11 INO2 GNA20 3.0X 3.9
12 I003 GNA20 4.0X 7.8
13 INO2 GNA20 3.00 3.9
14 1002 09020 3.0X 3.9
SPLICES
2- 3 SP10 GNA20 3.00 6.2
7- 6 SP10 GNA20 3.0X 6.2
10 -11 SP11 GNA20 4.00 7.8
11 -12 SP10 00020 3.00 7.0
13 -14 SP11 GNA20 4.00 7.8
DESIGN SPECS. FOR LIGHT METAL PLATE
CONNECTED WOOD TRUSSES, TPI.1995
REFER 70 GANG -NAIL 752HNICAL BULLETIN
1 164 FOR FRAMING PRODUCTS APPLICATION
LUMBERLOK "KSTC" RECOMMENDED FOR LATERAL
RESTRAINT OF NON- BEARING PARTITION WALLS
LUMBERLOK "KH2.5" RECOMMENDED FOR
CONNECTION OF TRUSS TO BEARING WALLS
GROSS BRG
JT REACT IN -00
1 2177 3- 8
9 2108 3- 8
CAMBER= 0 -3/6 HEEL - 4/18
rl
T1/44-F1/444...+r.
C H O R D S MAXIMUM. W E B S
MEMBR FORCE HOR DISP SLOPE /12 LOAD UN8RAC. NEMER FORCE
FR -00 (LBS( FT -IN -00 DEPTH IN (PLF) LENGTH FR -TO (LBS)
1- 2 4719C 5- 5- 3 5.000 70.0 0.0 2 -14 386C
2- 3 4407C 5- 5 -12 5.000 70.0 0.0 3 -14 4830
3- 4
3636C 5 -10- 4 5.000 70.0 0.0 3 -13 672C
4- 5 2706C 6- 7 -13 5.000 70.0 0.0 4 -13 6740
27062 6- 7 -13 -5.000 70.0 0.0 4 -12 10040
E- 7 36360 5-10- 4 -5.000 70.0 0.0 5 -12 16220
7- 8 44072 - 5 -12 -5.000 70.0 0.0 6 -12 1004C
8- 5 47190 5- 5- 3 -5.000 70.0 0.0 6-11 6740
9 -10 43560 7 -11- 9 0.000 20.0 10.0 7 -11 672C
10 -11 38050 7- 0- 5 0.000 20.0 10.0 7 -10 4830
1 1 -12 31900 8- 5- 3 0.000 20.0 10.0 8 -10 3062
12 -13 3190T 8- 5- 3 0.000 20.0 10.0
13 -14 38050 7- 0- 5 0.000 20.0 10.0
14- '. 4356T 7 -51- 9 0.002 20.0 10.0
MAX. PURLIN SPACE- 0.0 FT. , MAX. UNBRACED BOTCH. LEN.- 10.0 FT.
• "• PLYWOOD SHEATHING REQUIRED ON TOP CHORD
1 -1X4 LAT. BRACE READ. AT 1/2 LEN. WEBS 4 -12 6 -12
NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS
ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD
BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2 -10D COMMON WIRE
NAILS. PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS
TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS.
23 5 0
1- 0- 0
GANG NAIL DESIGN BY FLA.TRUSS 5061 SW 36 ST. FT.LAUD. FL 33319
FL'
CONC. LOAD CHORDS SIZE
37 L90
1 x 4 CONTINUOUS LATERAL
BRACING BY OTHERS (REQ'D)
46 -10- 0
20 4
/0 5- 8 20 4
2X 4
ALL WEBS 2X 4
IMPORTANT: READ ALL NOTES ON THIS DRAWING!
LUMBER DESCRIPTION
N0.2 0.3(015 SO.PINE
N0.2 2.0015 SO.919E
N0.2 D.14015 SO.PINE
N0.3 K015 SO. PINE
23 5 0
DESIGN CRITERIA
.4
15.1939
TOP CH. LL- 20 PSF
DL- 15 PSF
BOT CH. LL- 0 PSF
DL- 10 PSF
TOTAL LOAD- 45 PSF
SPACING- 24 IN. C/C
INPUT DEFL. L/240
INCREASE5(PER CENT)
LUMBER- 10 NAIL- 10
TCH L5- 15 BCH LS- 15
NAIL VALUES(PSI) NET
CHORDS WEBS
MAX MIN MAX MIN
GNA20 227 227 227 227
LEFT OVERHANG - 1- 0- 0
i
i
1 1 1
0 1 2
5)
-Ice
0.19
CONTRACTOR F.E. BUILDERS
a 7 F3 -19A
JT TYPE N LEN .
1 61.01 601020 3.00 6.2
2 I102 GNA20 4.00 7.0
3 I602 GNA20 3.00 3
4 HP12 GNA20 3.00 7.0
5 I211 GNA20 2.51 2.3
6 HP12 G0A20 3.00 7.0
7 I002 GNA20 3.0X 3.9
6 1002 GNA20 3.00 3.9
9 61.01 00020 4.0% 7.0 0.25
10 I011 G0020 2.00 2.3
11 IN32 GNA20 3.00 3.9
12 1002 GNA20 3.0X 3.9
13 1003 GNA20 3.00 7.6
14 0602 GNA20 3.00 3.9
15 I602 GNA20 3.OX 9.4
16 I611 GNA20 2.00 3.9
SPLICES
2- 3 SPSO GNA20 3.OX 6.2
7- 8 SP10 GNA20 3.0X 6.2
11 -12 5210 GNA20 3.00 6.2
14 -15 SP10 GNA20 3.0X 6.2
ADDITIONAL FRAMING PLATES
HEEL GNA20 3.0X 4.70
HIP GNA20 2.00 2.30
VERT. GNA20 3.OX 6.20
DESIGN SPECS. FOR LIGHT METAL PLATE
CONNECTED WOOD TRUSSES, TP1,1985
GROSS
JT REACT
16 2466
9 1619
BRG
IN -SX
3- 8
3- 8
CAMBER- 0 -2/8 HEEL - 4/16
X (MEMBER)
1.75( 3- 4)
2.00( 6- 7)
REFER TO GANG -NAIL TECHNICAL BULLETIT7
f 164 FOR FRAMING PRODUCTS APPLICATION
LUMBERLOK 'XSTC^ RECOMMENDED FOR LATERAL
RESTRAINT OF NON - BEARING PARTITION WALLS
LUMBERLOK "KH2.5" RECOMMENDED FOR
CONNECTION OF TRUSS TO BEARING WALLS
DUE TO UPLIFT AT JOINT 9
LUMBERLOK 'KH2.5" BOTH SIDES OF TRUSS
RECOMMENDED FOR CONNECTION TO BEARING
WALLS DUE TO UPLIFT AT JOINT 16
1- 0- 0
..17/Hi4/H21
C H O R D S MAXIMUM W E B S
N =N3R 6ORC0 HOR DISP SLOPE /12 LOAD U08RAC. N.EN30 FORCE
FR-TO (LBS) FT-IN-S% DEPTH IN (PLF) LENGTH FR -TO (L01)
2 6 5- 5 -12 5.000 70.0 6.0 2 -22 23341
2- 3 18241 6- 0 -14 5.000 70.0 3.5 2 -15 26057
3- 4 2159C 5- 5- 6 5.030 70.0 3.2 3 -15 8020
4- 5 25121 6- 5- 0 0.000 70.0 2.5 3 -14 4131
5- 6 25121 6- 5- 0 C.000 70.0 2.5 4 -14 1551
6- 7 27210 5- 5- 6 -5.090 70.0 2.9 4 -13 773T
7- 0 33540 6- 0 -14 -5.000 70.0 2.4 5 -13 4461
2- 9 40600 5- 5 -12 -5.060 70.0 1.9 6 -13 0
9-10 37471 5- 5 -12 0.000 20.0 6.3 6 -12 6343
10 -11 37477 6- 0-14 0.000 26.0 6.3 7 -12 780C
11-12 30961 5- 5- 6 0.000 20.0 6.3 7 -11 3591
12 -13 25121 6- 5- 0 0.000 20.0 6.3 8 -11 6961
13 -14 19931 6- 5 - 0 0.000 20.0 6.3 8 -10 1151
1 4 -15 16847 5- 5- 6 0.000 20.0 6.3
15 -16 7541 6- 0 -14 0.000 20.0 6.3
16- 1 7541 5- 5 -12 0.000 20.0 6.3
PROVIDE ANCHORAGE AT BEARING JT -16 FOR 767 LBS UPLIFT
PROVIDE ANCHORAGE AT BEARING JT- 9 FOR 297 LBS UPLIFT
PROVIDE FOR 38.5 LBS HORIZONTAL REACTION AT JOINT -16
THIS TRUSS HAS BEEN DESIGNED FOR THE WIND LOADS GENERATED
BY 120.0 M.P.H. WINDS AT 25.0 FT. ABOVE GROUND LEVEL,
USING 7.0 P.5.F TOP CHORD DEAD LOAD AND 10.0 P.5.F
BOTTOM CHORD DEAD LOAD, 2.0 MILES FROM HURRICANE OCEANLINE,
ON A CATEGORY I ENCLOSED BUILDING, OF DIMENSIONS 45.0 BY 41.5
WITH EXPOSURE B (ANSI A58.1- 1982).
MAX. PURLIN SPACE- 1.9 FT. , MAX. UNBRACED BOT.CH. LEN.- 6.3 FT.
1 -1X4 LAT. BRACE REOD. AT 1/2 LEN. WEBS 4-13
NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS
ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD
BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2 -10D COMMON WIRE
NAILS. PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS
TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS.
12
5 f -
4 _ n
1J
17 0 0
A<r4 .CONW INUO,U$ J- 4YE.RAL
601.44106 BY omen Aesvo).
3❑
GANG NAIL DESIGN BY FLA.rRUSS 506: SW 36 ST. FT.LAUD. FL 33314
FL'
4❑
CON6 LOAD CHORDS SIZE
.. L80
1. 4 20 4
70 4- 6 20 4
6- 9 2% 4
9- 1 2X 4
46 -10- 0
4 f- "
WEBS 2X 4
2 -16 2 -15 3 -15
5 -13 6 -13 6 -12
8 -10
WEBS 2% 4
30 -30 31 -31 32 -32
IMPORTANT: READ ALL NOTES ON THIS DRAWING!
LUMBER DESCRIPTION
60.2
20.2
80.2
80.2
90.3
3 -14
7 -12
6015 S0. PINE
0.9055 SO.PINE
KD15 SO. PINE
KD15 SO. PINE
K015 SO. PINE
4 -14 4 -13
7 -11 8 -11
20.2 10715 SO. PINE
I
1 x 4 CONTINUOUS LATERAL
BRACING BY OTHERS (REQ'D)
17 0 0
7❑
DESIGN CRITERIA
TOP CH. LL- 20
DL- 15
BOT CH. LL- 0
DL'- 10
TOTAL LOAD- 45
SPACING- 24 IN. C/C
INPUT DEFL. L/240
INCREASES(PER CENT)
LUMBER- 10 NAIL- 10
TCH LS- 15 BCH LS- 15
NAIL VALUES(PSI) NET
CHORDS WEBS
MAX MIN MAX MIN
GNA20 227 227 227 227
LEFT CANTILEVER - 5- 4- 0
LEFT OVERHANG - 1- 0- 0
5 QC. Mat%
12
1 5
PS0
P5-
PSF
PSF
PSF
1«+4 ---1
Handling & Erection
T vary a its a .een1 warns tar CORN cassomont
DD
1117, am, At 330083 0702 Reces seer be Intl
ueu an s W
ec ay t, 00 Imes are t0 be saaa re
Intl afar a! [rat -0Inc terrines are 0rn0ea.
et no amp Rat tales pear- nan cergn Yaw Otl aw1eC 10
ate commeen'
Cam 111 m eameec n 001 10: 00 n: -
p Meta Dr, n, see uc, arm =Deny rauc. Re ar)
wimp Vn
ane O any mare aslnurie raDaec. a
note l�n Spews re. e,e•cne na -cats
ty 6• !mecca, .sane
c. rcmera a. C
i 01 [an9mems.
Miscellaneous Information
Bracing Intormation
Tits w1 meet me n5•ma_r mean a Or) property m ty al Gito�li
M. Systems. . a m 0 In. 01 part Sr
anamec a Mon 01 re be lclosc0 na . in my o er Ivry
os
w o r. C c+9fencr, f'a De e one, ro,- m u
TPe e . em0oren; I Meager. ey rc Deaver 0' re
r
COnD 0 3:11[1.,t
01 1 11 s
ee carve 0' c^e ^ e [O u e r a [LOT !0 ^..
11 USE THIS - 00020 can; 0 'AT00ses.
re a e Does nal eae■ Im W
al 1Gp c .3
m
s 00007 USE OE06. �
0 W' n its Oa !Knee nee •e seaac. Ge'1 0 1 Systems, orc. a
o. m° ^,0'1 . c o w r y ^ rcwaa a
A'I lateral C•acle0 a Cu 3e0 a tar
leer, Irtoec,a b members e C Da inaMlleD.
Web run mme -ache[ ere es
De smelly 1Pit•C lamp wa me a C..
Cr. mwra as ewme be
1330 raseareC Dy eneaewp,
0 ' manses
>_ Res cuing .t 0 net erarro ane
a alms' n :re m' b• e rte
eesg i too 0 c by rc
ne,o ea sec = .•..
Connector Hardware
COeaem• nale ere man:la[a12C m
accemanceeitTPL
Pule mot be ioalko on cam laces
01 re Worm mar Ian Lay enter.. 010*.
Pete met be of re rR.
Pe ;upend
m RCO' 0 70 etnu
r e Al21016n o mad mad e: 0 en! o' m,
uc.0010, Jon: a pens
0 acr maul 0270 ['less Otlr
Lumber
mars melee mercer ram
tut en Oa gem
Irenetan Orme and melt
De mown O ma eCwl O r bear re me sec
elan re prom macaw
Design Criteria
sundae a as x 31 0 1 7 bar! n
eu
Ile s ass: c 1 NOS.
A RC ax T PII
•
CONTRACTOR F.E. BUILDERS
H17A /H19A /H21A
GANG NAIL DESIGN BY FLA.TRUSS 5061 SW 36 ST. FT.LAUD. FL 33314
FL'
7 83 -198
JT TYPE W LEN _ X (MEMBER)
MEMBR
1 HL01 GNA20 4.00 9.4 0.25 0.50(16- 1) FR -TO
2 1002 GNA20 3.0X 3.9
3 :002 GNA20 3.03 3.9
4 E ?12 GNA20 3.0% 7.8 2.25( 3- 4)
5 1011 GNA20 2.0X 2.3
E HP12 GNA20 3.0X 7.8 2.25( E- 7)
1102 GNA20 3.0X 3.9
8 1102 GNA20 3.0% 3.9
9 HL01 GNA20 4.0% 9.4 0.25 0.50( 9 -10)
10 IN11 GNA20 2.0% 2.3
11 1002 GNA20 3.0X 3.9
12 1002 00820 3.0% 3.9
13 1003 00020 3.00 7.8
14 1102 GN"20 3.0X 3.9
15 1102 GNA20 3.0X 3.9
16 1011 00520 2.00 2.3
SPLICES
2- 3 SP10 GNA29 3.0X 6.2
7- 8 SP10 GNA20 3.0X 6.2
11 -12 SP11 GNA20 4.00 7.0
14 -15 0811 GNA20 4.00 7.0
ADDITIONAL FRAMING PLATES
HEEL GNA20 3.0% 4.70
HIP GNA20 2.00 2.30
VEP.T. GNA20 3.0% 6.20
DESIGN SPECS. FOR LIGHT METAL PLATE
CONNECTED WOOD TRUSSES, TPI,1985
REFER TO GANG -NAIL TECHNICAL BULLETIN
1 164 FOR FRAMING PRODUCTS APPLICATION
LUMBERLOK "0000" RECOMMENDED FOR LATERAL
RESTRAINT OF NON- BEARING PARTITION WALLS
LUMBERLOK "K02.5" RECOMMENDED FOR
CONNECTION OF TRUSS TO BEARING WALLS
GROSS
JT REACT
1 2108
9 2100
BRG
I0 -00
3- 8
3- 8
CAMBER- 0 -3/8 HEEL - 4/16
1- 2
2- n
4
4- 5
5- 6
6- 7
7- 8
8- 9
9 -10
10 -11
11 -12
12 -13
13 -14
14 -15
15 -16
16- 1
MAX. PURLIN SPACE- 2.0 FT. , MAX.
NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS
ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD
BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2 -10D COMMON WIRE
NAILS. PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS
TO RESTRAIN OR 660000 LATERAL BRACING. BY OTHERS.
dgt ®I ® /1 \ ■_
17 0 0
12
51
C H O R D S
FORCE HOR DI5P SLOPE /12
(LBS) FT -18 -SX DEPTH IN
47780
4077C
34470
34400
34400
34470
40770
47760
44117
4411;
3763;
31827
31820
37630
4411?
44117
5- 5 -12
E- 0 -14
5- 5- 6
6- 5- 0
E- 5- 0
5- 5- 6
6- 0 -14
5- 5 -12
5- 5 -12
6- 0 -14
5- 5- 6
6- 5- 0
6 -5 -0
5- 5- 6
6- 0 -14
5- 5 -12
5.000
5.000
5.000
0.000
0.000
-5.000
-5.000
-5.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
O II 16 15
I'
MAXIMUM. Y: E B S CHORDS SIZE
LOAD UNBRAC. NEMER FORCE
(PLF) LENGTH FR -TO (LBS) 1- 4 2X 4
4- a 2X 4
70.0 2.0 2 -16 1147 6- 9 2% 4
70.0 2.4 2 -15 6920 1 2% 4
70.0 2.7 3 -15 3577
70.0 2.5 3 -14 7750 WEBS 2% 4
70.0 2.5 4 -14 6307 2 -16 2-15 3 -15
70.0 2.7 4 -13 3850 5 -13 E -13 6 -12
70.0 2.4 5 -13 444C 8 -10
70.0 2.0 6 -13 3850 WEBS 2% 4
20.0 10.0 6 -12 630T 30 -30 31 -31 32 -32
20.0 10.0 7 -12 7750
20.0 10.0 7 -11 3570
20.0 10.0 8 -11 6920
20.0 10.0 8 -10 1140
20.0 10.0
20.0 10.0
20.0 10.0
UNBRACED BOT.CH. LEN.- 10.0 FT.
12
46 -10- 0
1 x 4 CONTINUOUS LATERAL
BRACING BY OTHERS (REQ'D)
LUMBER DESCRIPTION
160.2
NO.1
160.2
NC.2
N0.3
3 14
7 -12
0.6015 SO.PI0E
D.K011 SO.PINE
D.KD15 SO.PINE
D.14015 SO.PINE
K015 SC. PINE
4 -14 4 -13
7 -11 8 -11
00.2 6015 SO. PINE
17 0 0
DESIGN CRITERIA
TOP CH. LL- 20 PSF
DL- 15 PSF
B00 CH. LL- 0 PSF
DL- 10 PSF
TOTAL LOAD- 45 PSF
SPACING- 24 IN. C/C
INPUT DEFL. L/240
INCREASES(PER CENT)
LUMBER- 10 NAII 10
TCH LS- 15 8CH LS- 15
NAIL VALUES(PSI) NET
CHORDS WEBS
MAX MIN MAX MIN
GNA20 227 227 227 227
2.g O.C. Max
12
1 5
0 1 2
Handling & Erection
Cam ea9 .^.nano p' calmonents watt not 01 penman.
w an In ant at tortes WWI De 003970 ant
e .• c one,. No loam ice apple/ m
�
Component arre 5 9 3 a.
*1 0 tin
et n0 em ane'i 1pa09 create Nn Dann loan 0e appaea to
Cara ^ pea m Waal 017 ccenowent al
!x Duna, eo propels Cea01. Reap is
r
nos ` ar,
1t 3 anew 113Si - MCI .
0 1101
no re b remiaoncaev'tlnamMpma eo�spats
ircalat on o' compcnena.
Miscellaneous Intormation
Bracing Intormation
Connector Hardware
True pas erl®: arc me nbnnamn Damon a re property of Gang-Nail
Spama. v, Inc i9 rot 0 0e ileum 0 In a70a of n pan a usse0 tor a
GI700 s &see18 D
lunilunp 0e Dom w any one war
nbrnee sa
c vX nae ry wenl WWI ta =saga A M ...V. d 0".
OnWn if racebin core com7lancer. apf ll9 are it n:cewe 00
We ware• of Me Panniers 3cv3303 Debra varg %wn went
P
It Cecen eeTD C0e9 1 e 0u
10ca1 etunp eon
m .00 NOT ll0 gnv
THIS 17EErGe.
10040 0 ,9 m
rap • aa 1 sea. oon m ma
ae p
Systems. Cc.
app any ne a1 bteal aepppn o' ra usea.. n warm : al me taws of
prw 07 031•_30.1M ana on om pampa:.
An la:ara1 Omen aifea b 0r
tramp IromOUS o and
naler De scan..
Wm Crams Mein Damn mae0 3. 01 *NW 1 are 0
C
De oy spacer, aro p ere 0
0
ra manse c are &spur . m^tta
Dr .
Dem.
%en re of Gera, Draerc anD
.0000701 c 0 0 n
r e Waal
p n Du provirec e
D ec a mp et complain srucwe
C0YNC9• 015170 •m marehe00ree in
• v.n TPL
Pamp meet lle eaalloa on mm ace
wasbmaerv.0t®mbinemoe ma.
C Reran b ra AuC10 70717 09311
mot f ar loamy. - n: typos ro Denman
wam cuoro 1 0 unless s rc
c rna e y .tmg Dos. nes9
Lumber
Ipneer moat pear a pram
mars earn In 170
'neclon term a nC 1
. 1 1 ro ar• Ip
eo so 0 0emr
Man Me pram 9mri0eG
Design Criteria
me 003100 0
na%a 0023 re n
c 0! 900
a 11n co on is p w•,
re latest ! NOS. 5.
ARC WOTPL
IMPORTANT: READ ALL NOTES ON THIS DRAWING!
-ICS
SO
CONTRACTOR F.E. BUILDERS
GANG NAIL DESIGN BY FLA.TRUSS 506: SW 36 ST. FT.LAUD. FL 3
7 F3 -19A
JT TYPE N LEN Y % (MEMBER)
MEMBR
FR -00
1 111,01 GNA20 3.00 6.2
2 1102 GNA20 4.0% 4.7
3 8P12 GNA20 3.0% 7.0
4 I102 GNA20 3.00 3.9
5 I011 GNA20 2.0% 2.3
6 I102 GNA20 3.0% 4.7
7 HP12 GNA20 3.0X10.1
6 INO2 GNA20 3.0% 3.9
9 (6L01 GNA20 3.OX 6.2
10 IN11 GNA20 2.0X 2.3
11 1102 GNA20 3.0% 4.7
12 I102 GNA20 4.0X 5.5
13 1103 GNA20 3.OX 7.8
14 I002 GNA20 3.0% 3.9
15 20102 GNA20 3.OX 6.2
16 IN11 GNA20 2.0X 3.1
SPLICES
5- 6 SP10 GNA20 3.OX 6.2
11 -12 SP10 GNA20 3.00 6.2
14 -15 SP10 GNA20 3.00 6.2
ADDITIONAL FRAMING PLATES
HEEL GNA20 3.0X 4.70
HIP GNA20 2.0X 2.30
VERT. GNA20 3.00 6.20
DESIGN SPECS. FOH LIGHT METAL PLATE
CONNECTED WOOD TRUSSES, TPI,1905
1.50( 2- 3)
2.00( 7- 8)
REFER TO GANG -NAIL TECHNICAL BULLETIN
4 164 FOR FRAMING PRODUCTS APPLICATION
LUMBERLOK 'KSTC RECOMMENDED FOR LATERAL
RESTRAINT OF NON- BEARING PARTITION WALLS
LUMBERLOK "0H2.5 RECOMMENDED FOR
CONNECTION OF TRUSS TO BEARING WALLS
DUE TO UPLIFT AT JOINTS 9,11,
LUMBERLOK "002.5^ BOTH SIDES OF TRUSS
RECOMMENDED FOR CONNECTION TO BEARING
WALLS DUE TO UPLIFT AT JOINT 16
JT
16
9
11
GROSS
REACT
1843
169
2343
BAG
IN -SX
3- 8
B- 0
8- 0
CAMBER- 0 -1 /6 HEEL 4/16
2- 3
3- 4
4- 5
5- 6
6- 7
7 - 6
6- 9
9 -10
10 -11
11 -12
12 -13
13 -14
14 -15
15 -16
16 )
12
52
0- 0,1( e- 0
C H O R D S MAXIMUM W E B S
FORCE HOR D'' -SP SLOPE / LOAD UNBRAC. MEMBR FORCE
(LBS) .T -IN -S0 0.._7.. IN (P1.1) LENGTH FP. -00 (LBS)
8100
9210
15240
14470
14470
6420
1013T
3)70
3480
348C
935C
6427
15240
8500
7480
748C
PROVIDE ANCHORAGE AT BEARING J7-16 FOR 690 LBS UPLIFT
PROVIDE ANCHORAGE AT BEARING JT- 9 FOR 150 LBS UPLIFT
PROVIDE ANCHORAGE AT BEARING JT -11 FOR 363 LBS UPLIFT
PROVIDE FOR 24.9 LBS HORIZONTAL REACTION AT JOINT -16
THIS TRUSS HAS BEEN DESIGNED FOR THE WIND LOADS GENERATED
BY 120.0 H.P.H. WINDS AT 25.0 FT. ABOVE GROUND LEVEL,
USING 7.0 P.S.F TOP CHORD DEAD LOAD AND 10.0 P.S.F
BOTTOM CHORD DEAD LOAD, 2.0 MILES FROM HURRICANE OCEANLINE,
ON A CATEGORY I ENCLOSED BUILDING, OF DIMENSIONS 45.0 BY 41.5
WITH EXPOSURE B (ANSI A58.1- 1962).
MAX. PURLIN SPACE- 3.3 FT. , MAX. UNBRACED BOTCH. LEN.- 5.7 FT.
2 -1X4 LAT. BRACE REQO. AT 1/3 LEN. WEBS 32 -32
NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS
ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD
BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2 -10D COMMON WIRE
NAILS. PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS
TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS.
/- 11 0 0 ! 24 10
5- s -12
6- 4
6- 3- 6
6- 1 -10
6- 1 -10
6- 3- 6
5- 6- 4
5- 5 -12
5- 5 -12
5- 6- 4
6- 3- 6
6- 1 -
6- 1 -1C
6- 3- 6
5- 6- 4
5- 5 -12
5.10C
5.000
0.000
0.000
0.002
2.000
-5.000
-5.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
20.0
20.0
23.0
20.0
20.0
20.0
20.0
20.0
6.0
5.1
3.3
3.4
3.4
5.3
6.0
6.0
6.3
6.3
5. 7
E.3
6.3
10.0
6.3
6.3
1 x 4 CONTINUOUS LATERAL
BRACING BY OTHERS ( REQ'D)
2 -16
2 -15
3 -14
e -14
4 -13
5 -13
6 -13
6 -12
7 -12
7 -11
8 -11
8 -10
1705C 9
1729T
5440
8357
3700
96C
423C
1004T
10290
1952?
1947C
6350
1080
CONO
JT
46 -10- 0
LOAD CHORDS SIZE LUMBER DESCRIPTION
LBS
72
70
1- 3
9- 1
WEBS 2X 4 60.3 KD15 S0. PINE
2 -16 2 -15 3-15 3 -14 4 -14 4 -13
5-13 6 -13 6 -12 7 -12 7 -11 8 -11
8 -10
WEBS 2X 4 N0.2 K015 S0. PINE
30 -30 31 -31 32 -32
2X
20
2X
2%
4
4
4
00.2
00.2
00.2
00.2
KD15 SO. PINE
0015 SO. PINE
MI5 SO. PINE
14015 SO. PINE
1 x 4 CONTINUOUS LATERAL
BRACING BY OTHERS (REQ'D)
DESIGN CRITERIA
TOP CH. LL- 2C
DL- 15
B0T CH. LL- 0
DL- 10
TOTAL LOAD. 45
INPUT DEFL. L /240
11 0 0
12
- 15
T
4 -11- 1
1
PSF
PSF
PST
PS_
PSF
SPACING- 24 IN. C/C
IN0REASES(PER CENT)
LUMBER- 10 NAIL- 10
TCH LS- 15 BCH LS- 15
NAIL VALUES(PSI) NET
CHORDS WEBS
MAX MIN MAX M.IN
GNA20 227 227 227 227
LEFT CANTILEVER ■ 5- 4- 0
LEFT OVERHANG ■ 1- 0- 0
RIGHT OVERHANG- 1- 0- 0
1.3 0.C•1.421.
1- 0- 0
r
Fri
0 I 2
Handling 8 Erection
Greess ra be DB:a.
MS
i an;Vary 50 Deem O anen10 en; la Milan; c
e b, resn^se 01.0 bites M D0 0 a0
assareen c*cl fRr al Omens an0 C set a'I � e s 015 001,
At no Ls snrl Im01 Create, Iran Peron Caw Da RDeec a
De Cam o r251 m e. -ae0 to pia, eorrooMb1 at D
pr n •1C 0 at
0Deny b ee. Rea 4
~ •
y
i anc cairn any aesen amarc. netab:. ,.. Gang Nag Syeams. h . eie2ao 0 mna 0 “C1010
resoonsbai b• Ice Mbribalef, naming, mama: 1n0
nblaca.an 01 cenmrene.
Miscellaneous Information
Braeino Information Connector Hardware
Ire cam ane: are Do nbrnla000 Mere., el De wawa/ 0' G n da l
System. nc 40 13 0t b De 00010 m rno:5 of in pan er item e
a 0'
uue0Ja0 Ya a1Cn I De i Marlowe Wen a ry D one ray
00103 v ban bmia nbmIton la eves u es
ine � , 5 campzenl Mall ae 50ecil N' Ise e canny
c0aea's a 4 o
00u1n • ary cope compliance.. a a
lw pDr
tro Mare et re w 7
'became br
te 'VUCL Pee urn Mv
11 re snivel I aea
0 rA, meet lure =pe ; coca
raou n.0o MOT USE 7818 0E5eGN
0•.10 M cone: arc seale1 GM;1Nan Systems. uc
accovce arty 0 0 0 C^ OH Irmo;
on ne war p 003
...cove by 0,010110 animas
AI a pricey .pe =fee
ratan � n vie
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0•
Moat cram Conga/I= re5 are 1 ._ tbi
Same re;
oe 0 fa
� 01x 1010: are aswm De
e0 a 61 o a;Ma nna,.
A Mtalw;,
oe.; c
00 r
0 Resea - : anti 1 r re earn; 1
b
3,01:me is 10 Pe Dr7A0C0 to re
cescner c1 Ca comp*. =eve
Cwe.T; vtes •re mum a Cmre m
• . TPL
S Polo Out pa ro:t
a0 an mn bce
e Dm1nb01 rn wen blr rememe
Purrmatmenese.W044ra
=ably Vas,
Re.v a ne A ie"._»
e: pr.. mall
re cv 01015. v a Pm t0,
c menr a i O W, ema unen one
Lumber
Wm (tuft uft Dear a gram
nu n ban an uamasa
irop10lon Murely 1rIC mast Pe Sae win M l
iorn and eon! n b re De®r
Dan De gram .0,,110
Design Criteria
I n assn •nc
ne
u00v ea' sexism 0017 io re r.
tre D
MI.: C f NOS.
AR8 ea TPI.
IMPORTANT: READ ALL NOTES ON THIS DRAWING!
0.92
0.93
•
CONTRACTOR F.E. BUILDERS
Hi1A /H13A /H15A
GANG NAIL DESIGN BY FLA.TRUSS 5061 SW 36 ST. F:.LAUD. FL 33314
F1
7 F3 -190
JT TYPE W LEN Y
1 HLO1 G0A20 4.0X 7.8 0.25
2 1011 000620 2.0X 2.3
3 5012 000020 3.0X 9.4
4 I602 GNA20 3.02 3
5 I602 00020 3.0% 3.9
6 I011 GNA20 2.0X 2.3
7 I002 01020 3.06 3
8 H ?12 GNA20 3.0% 9.4
9 I611 GNA20 2.0% 2.3
10 Hi01 GNA20 4.0X 7.8 0.25
11 I002 GNA20 3.0X 3.5
12 I002 000020 4.02 3.9
13 /003 00020 3.02 7.6
14 1002 05620 3.0X 3.9
10 1002 05620 4.06 3.9
16 I002 06020 3.OX 3.9
SPLICES
6- 7 SP10 GNA20 3.00 6.2
11 -12 SP11 GNA20 4.0X 7.8
12 -13 SP11 6 6.06 9.4
15 -16 5011 GNA20 4.0% 7.8
ADDITIONAL FRAMING PLATES
HEEL GNA20 3.00 4.70
HIP GNA20 2.0X 2.30
VERT. GNA20 3.00 6.20
DESIGN SPECS. FOR LIGHT METAL PLATE
CONNECTED WOOD TRUSSES, TPI,1985
REFER TO GANG -NAIL TECHNICAL BULLETIN
164 FOR FRAMING PRODUCTS APPLICATION
116305LOK "KSTC" RECOMMENDED FOR LATERAL
RESTRAINT OF NON- BEARING PARTITION WALLS
LUMBERLOK "KH2.5" RECOMMENDED FOR
CONNECTION OF TRUSS TO BEARING WALLS
GROSS BAG
JT REACT IN -SX
1 2178 3- 8
10 2178 3- 8
CAMBER- 0-4/8 HEED 4/16
% (MEMBER)
2.75( 2- 3)
2.75( 8- 9)
C H O R D S MAXIMUM W E B S CONC LOAD CHORDS SI2£
r.M36 FORCE HOR DISP SLOPE /12 LOAD U13RAC. MEM3R FORCE J7 LBS
90-70 (LBS) .T -I0 -00 DEPTH IN (PLF) LENS70 FR -TO (LBS) I- 3 2X 4
70 - 6 2X 4
2 4605C 5- 9 -14 5.000 70.0 2.2 2 -16 4740 10 70 8 -10 2X 4
2- 3 41400 5- 2- 2 5.000 70.0 2.5 3 -16 3601 10- 1 2% 4
3- 4 4791C 5- 0 -10 0.000 70.0 2.6 3-15 1308T
4- 5 5258C 4 -10 -14 0.000 70.0 2.4 4 -15 781C
5- 6 52580 4-10 -14 0.000 70.0 2.4 4 -14 6391
6- 7 52560 4 -10 -14 0.000 70.0 2.4 5 -14 330C
7- 8 4791C 5- 0 -10 0.000 70.0 2.6 5 -13 0
8- 9 41400 5- 2- 2 -5.000 70.0 2.5 6 -13 339C
9 -10 4605C 5- 9 -14 -5.000 70.0 2.2 7 -13 6391
10 -11 4 11- 0- 0 0.000 20.0 10.0 7 -12 781C
11 -12 382200 5- 0 -10 0.000 21.0 10.0 8-12 13081
12 -13 47917 4 -10-14 0.000 20.0 10.0 6 -11 3607
13 -14 5258; 4 -10 -14 0.000 20.0 10.0 9 -11 474C
14 -15 47911 4 -10 -14 0.000 20.0 10.0
15 -16 38221 5- 0 -10 0.000 20.0 10.0
16- 1 42517 11- 0- 0 0.000 20.0 10.0
MAX. PURLIN SPACE- 2.2 FT. , MAX. UNBRACED BOT.CH. LEN.- 10.0 FT.
2 -1X4 LAT. BRACE REQD. AT 1/3 LEN. WEBS 32 -32
NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS
ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD
BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2 -10D COMMON WIRE
NAIL5. PROVISION5 MUST BE MADE AT ENDS OR SPECIFTT -ED INTERVALS
TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS.
11 0 0
12 ❑2
51
( 1 x 4 CONTINUOUS LATERAL
BRACING BY OTHERS (REQ•D)
.4 (./px•
WEBS 2X 4
2 -l6 3 -16 3 -15
5 -13 6 -13 7 -13
9 -11
WEBS 2% 4
30 -30 31 -31 32 -32
102
LUMBER DESCRIPTION
00.2 D.KD15 SO.PINE
NO.: D.K115 50.PINE
NO.2 D.KD15 50.PINE
NO.: D.KD15 SO.PIN - 0
00.3 KD15 SO. PINE
4 -15 4 -14 5 -14
7 -12 8 -12 6 -11
60.2 KD15 50. PINE
DESIGN CRITERIA
TOP CH. LL- 20 PSF
DL- 15 PSF
80T CH. LL- 0 PSF
DL- 10 PSF
TOTAL LOAD- 45 PSF
SPACING- 24 IN. C/C
INPUT DEFL. L/240
INCREASES(PER CENT)
LUMBER- 10 NAIL- 10
TCH LS- 15 BCH L5- 15
NAIL VALUES(PSI) NET
CHORDS WEBS
MAX MIN MAX MIN
GNA20 227 227 227 227
1 x 4 CONTINUOUS LATERAL
BRACING BY OTHERS (REQ'D)
. V
LEFT OVERHANG - 1- 0- 0
RIGHT OVERHANG- 1- 0- 0
10 0
ci
11 0 0 >/
12
- 1 5
T
4 -11- 1
1- 0- 0x 46 -10- 0 . k1- 0- 0
T
0 1 2
Handling 8 Erection
Carves, furors; 0' ccrommene wren nal 71 00009003.
T n:* am tor '0111 art' m1,0,3lent oe castles are
compone one .7er a. M ,17 a re 0 in camye@
et no Poe Intl toots ;race, non pm en macs 03 toe5ec to
Pe ownponent
Gm .0 PO n n mcaec r 0 comeoro^.0 • r
Deanne Pons t em sec _0. Inc 01 omoe"y vamp Rn:o
racoon miars
� aro a cent, n cocoon]. aRarce cocam.
o C racoon anenai 0. Syeav e. :an: 3'c ac
no.responso y to n _tomcat .�ntaron6, roamers to
of
Miscellaneous Information Bracing Information
The cam sow m
m ne mnnaer. M m
or0on a PC D0ere w Gann
p3�)
Systems. n7. no a rot o Se ccoopev in smolt smolt of n pan o v be
Mein. a 003x^. of Pe 0.500.5010S10 m oo Mran re one way
1.103003 0130 rr L+ae3rg threaten to once e
The use of ns component Ira:i De saocil.0 Cy ne 00314M• M 00
00330010 'rattan
Comm 31 re:nsa-s coos 001n01ancm, amreran art iro RO .cm [111
08 C00O317. 31m of me 5-0400 annum Pears tram; :as component
11 its paw, 012, amen coos no: meet 1000' twic=e ace
00 NOT USE T315 DE5487
W 3'a, : min maw a s.pnmc arc seams. Garg.N.0 Symtms. 00. a
0 , 0 007 m , 1, 003T0 • v 01, 3 Ma scrt. en af0 sue ma
Al Item t
cna� 0 100::000 a br
0'00 a 00193.0 111.10. n o
r (1301407..
01 ee name .41.52 1100.r. : ra m
uacy 39110 tang W. are _
cro-n r e-.f.s aft uwmr 0 09
0mrs 0v
o sots. : 0 maanr.
. C 02W2' 06cnGs
000 0
ffu' 0
1,:r: �o r :ro
oespner of ne comae tn VC.
Connector Hardware
Ovnnor warm tra marolaca,0 in
t¢ lOancewsn TPL
Pelt mml m noa1130 ont:em
of 1,w oroer r3' loon u ay e- mreme.
Pnfm mustm 0: r1, an, G ape 1,M
c aaan 3mwn
R • 0 9an 3'e W mT rns pot: pail
sroei Ice , . n 1,o
mcaam
sym D U1010e Po
otaa n er a T IOWnjoints n
Lumber
114nCer mu0^Om1 • Gram
mark em o 0030
1/3930100 01,0014 t ;
Oe Pe old
mown art nowt m m mm'
man me pram noodle,
Design Criteria
mar YID no
su ma
a µw0¢
manoa' m 30109 r r,
lamst rat .. 1 1
ARCw
IMPORTANT: READ ALL NOTES ON THIS DRAWING!
• CONTRACTOR F.E. BUILDERS
7 F3 -19A
J7 TYPE N LEN 7 X (MEMBER)
1 HL41 GNA20
1 H1.51 GNA20
1 HL51 GNA20
2 11:11 GNA20
3 HP12 GNA20
4 INO2 GNA20
5 I511 GNA20
6 I202 GNA20
7 HP12 GNA20
8 I802 GNA20
9 11L01 GNA20
10 IN11 GNA20
11 I112 GNA20
12 INO2 GNA20
13 INO3 GNA20
14 INO2 GNA20
15 1102 GN520
4.00 9.4
3.00 4.7
3.00 4.7
2.00 2.3
3.00 7.0
3.00 3.9
2.0X 2.3
4.00 4.7
4.00 9.4
3.0X 3.9
3.0X 6.2
2.00 2.3
4.0% 3.9
4.00 7.0
3.0010.1
3.00 3.9
3.0% 3.9
SPLICES
5- 6 SP10 GNA20 3.00 6.2
11 -12 SP10 GNA20 3.0X 6.2
14 -15 SP10 GNA20 3.OX 6.2
ADDITIONAL FRAMING PLATES
HEEL GNA20 3.0% 4.70
HIP GNA20 2.0% 2.30
VERT. GNA20 3.00 6.20
DESIGN SPECS. FOR LIGHT METAL PLATE
CONNECTED WOOD TRUSSES, TPI,1985
REFER TO GANG -NAIL TECHNICAL BULLETIN
i 164 FOR FRAMING PRODUCTS APPLICATION
LUMBERLOK "KSTC" RECOMMENDED FOR LATERAL
RESTRAINT OF NON- BEARING PARTITION WALLS
LUMBERLOK "KH2.5" RECOMMENDED FOR
CONNECTION OF TRUSS TO BEARING WALLS
DUE UPLIFT
GROSS BRG
J7 REACT IN -5%
1 1473 3- 8
9 -117 8- 0
11 2999 8- 0
CAMBER- 0 -3/8 HEEL - 4/11
Handling 8 Erection
021•303 n*Tlen o: cotararra mall not 00 mmacw
Temaaa7 ant permanent caret for 70000 com anal
p67 ale re Mellen later tomes 0171'* 0e 033020 and
c om p urwa DT Ore l D lafal are sa De ap r eDo L^ M
A71 na 11"0303 1 0dap ant alxnnp] are m•n00o0
At 0,0 0
greater Nn Dann barn DD 21100 00 ID
R Care m a tastecompare, • proper
team; Dana, 1p•: s tro. Ca compare, nt *70007 react. aa
!C. 1 7 001E 5 07.1n any ceegn223r:arye 0000000.
y 0' 0,.e laxcae0!. carom, S•.0+snt amp
1ns;alaten of con a.
11.50( 1- 2)
29.50( 1- 2) 1- 2 2804C 5- 5 -12 5.000 70.0 2.9 2 -15 4910
2- 3 2312C 5- 6- 4 5.000 70.0 3.2 3 -15 3570
1.75( 2- 3) 3- 4 23090 6- 3- 6 0.000 70.0 2.5 3 -14 217:
4- 5 17480 6- 1 -10 0.000 70.0 3.0 4 -14 60
5- 6 1748C 6- 1 -111 0.000 70.0 3.0 4 -13 7010
6- 7 4630 6- 3- 6 0.000 70.0 6.0 5-13 4200
1.75 2.25( 7- 8) 7- 8 17361 5- 6- 4 -5.000 70.0 6.0 8 -13 16047
8- 9 1103T 5- 5 -12 -5.000 70.0 6.0 6 -12 13850
9 -10 1018C 5- 5 -12 0.000 20.0 5.7 7 -12 25577
10 -11 10180 5- 6- 4 0.000 20.0 5.5 7 -11 25790
11 -12 16020 6- 3- 6 0.000 20.0 4.3 8 -11 6320
12 -13 4631 6- 1 -10 0.000 20.0 10.0 8 -10 1087
13 -14 2309T 6- 1 -10 0.000 20.0 10.0
14 -15 2134T 6- 3- 6 0.000 20.0 10.0
15- 1 25887 11- 0- 0 0.000 20.0 10.0
1- 0- 0
Hii /H13
C H O R D S MAXIMUM
M.EMBR FORCE HOP. 0000 SLOPE /12 LOAD UNBRAC.
FR -70 (LBS) -T -IN -SX DEPTH IN (PLF) LENGTH
PROVIDE ANCHORAGE AT BEARING JT- 9 FOR 150 LBS UPLIFT
MAX. PURLIN SPACE- 2.5 FT. , MAX. UNBRACED BOTCH. LEN.- 4.3 FT.
3 -104 LAT. BRACE READ. AT 1/4 LEN. WEBS 30 -30
NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS
ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD
BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2 -1OD COMMON WIRE
NAILS. PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS
TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS.
/----- 11 0 0
12 a
5r
Miscellaneous Information
Th] as neat arc 0a nacres:
cm n i. ev a Ve carve D' Gat
s
Syfrs. ]C l
. Sal I] tat a De wave In re40a of in pan ce tame b
urascrerest of re ism] 0300 m see Parer in any env ray
z of D u 00 rt 21 u amper vnl anal D e m errs
a * 100 031003 anal p D wxilw ley M 082131107 o:
DB
compete aNDWa
b¢tee a'I recessry comp Dom elm 031070 000331a cav po a lore apm
tre tl 310 Penn care strung* 0 0 0 30 0 Prom o0* 0OI*00p c
rwuwemerys. DO NOT USE TieS DESIGN. m .: men' o-a our
Wren ns crass, 0 scne0 any a re secret. G a- ann -N J a n aTpa
m
rop any re ]pacers, 0037 ei n0u'0: frown Cr: a
coward oT are caeca. arm savers on Ira *7000
GANG NAIL DESIGN BY FLA.TRUSS 5061 SW 36 ST. FT.LAUD. FL 33314
FL*
19
17 - n
Bracing Information
Mt *Baal Oracdv lae3' ]
w a rc
*ceq *7]0,02211
nsmaa.
� teams erase mar. rr.
we to
Dl e
'a7 apace slurp armenp Cnor0 70370010 Iry a De
laan9Y reseaae0 a1 7 encamp,
wars or teen
R% Mint I Wear Cum ane
led ioo.ml Dram; b ne wart
to m m
CronC Or N
Dan er of na con n :ue arcera
W E B S CONC
MEMBR FORCE JT
FR -TO (LBS)
•
1 x 4 CONTINUOUS LATERAL
BRACING BY OTHERS (PI^'
24 10
46 -10- 0
LOAD
IBS
70
9 (0
Connector Hardware
CHORDS SIZE LUMBER DESCRIPTION DESIGN CRITERIA
1. 3 2X 4 00.2
3- 7 2X 4 N0.2
2X 4 N0.2
9- 9 2X 4 N0.2
REINFORCING MEMBERS
2 2X 4 NO.2
WEBS 2X 4 N0.3
2 -15 3 -15 3 -14 4 -14
6 -13 6 -12 7 -12 7 -11
WEBS 20 4 N0.2
28 -28 29 -29 30 -30
07e12c27 prates ara mareactune in
acc 10073 wan TPI
Pates amt Da reamed on Dorn ace]
clew mi3
• mast De r re sae pparte and
Clown.
raceme • c Ire AlrTrvas pint mail
reef b delnro a jam t tyre ant
Cate =atone ¢c
e'nwccay ess mar
a Mc! lions .l pares
s
IMPORTANT: READ ALL NOTES ON THIS DRAWING!
Lumber
Design Criteria
Lamm Mattes: a pram
maw tom an 201#me0
Irepw(nn ¢Wale a t
Ds al re an arc 202C122
snares 2140 2C11711 ma caner
Iran ne pram sce ilx
1170 peagn ant n¢
as sm0lax are r.
suosantl nkerma ar.r,
ARC rat TPI 10.4.
K0115 S0. PINE TOP CH. LL- 20 PSF
1015 50. PINE DL- 15 PSF
14015 SO. PINE BOT CH. LL- 0 PSF
K015 50. PINE DL- 10 PSF
TOTAL LOAD- 45 PSF
K015 50. PINE SPACING- 24 IN. C/C
1015 SO. PINE
4 -13 5 -13
8 -11 8 -10
K115 SO. PINE
INPUT DEFT. L/240
INCRFASES(PER CENT)
LUMBER- 10 NAIL- 10
/CH LS- 15 8CH LS- 15
NAIL VALUES(PSI) NET
CHORDS WEBS
MAX MIN MAX MIN
02120 227 227 227 227
LEFT CANTILEVER - 1- 0- 0
LEFT OVERHANG - 1- 0- 0
RIGHT OVERHANG- 1- 0- 0
11 0 0 - -/
12
- I 5
i- ir
5
4 -11- 1 - 9- 1
JUN 15,1989
FARM
1- 0- 0
' 0 1 2
CONTRACTOR F.E. BUILDERS
7 03 -19A
jT TYPE N LEN Y X (MEMBER!
1 0141 GNA20 4.0X 9.4
61,5) GNA20 3.01 4.7 :.50( 1-
i HL51 01920 3.00 4.7 29.50) 1- 2)
2 I011 00920 2.0% 2.3
3 HP12 GNA20 3.0% 7.0 2.01( 2- 3)
4 1002 GNA20 3.01 3.9
5 I002 GNA20 3.00 4.7
6 IN11 GNA20 2.0X 2.3
7 I002 GNA20 4.0% 7.8
8 HP12 GNA20 4.00 7.8 2.25 2.25) E- 9)
9 1002 GNA20 3.0X 3.9
10 HL01 GNA20 3.OX 6.2
11 IN11 GNA20 2.00 2.3
12 I002 GNA20 3.00 3.9
13 INO2 GNA20 3.0% 4.7
14 1003 480920 4.0 012.5
15 I602 GNA20 3.0% 3.9
16 INO2 GNA20 3.00 3.9
17 I002 GNA20 3.OX 3.9
SPLICES
5- 6 SP10 GNA20 3.0X 6.2
13 -14 SP10 GNA20 3.0% 6.2
14 -15 SP10 GNA20 3.0% 6.2
16 -17 SP10 GNA20 3.0X 6.2
DESIGN SPECS. FOR LIGHT METAL PLATE
CONNECTED WOOD TRUSSES, TPI,1985
REFER TO GANG -NAIL TECHNICAL BULLETIN
M 164 FOR FRAMING PRODUCTS APPLICATION
LUMBERLOK "KSTC" RECOMMENDED FOR LATERAL
RESTRAINT OF NON - BEARING PARTITION WALLS
LUMBERLOK "082.5" RECOMMENDED FOR
CONNECTION OF TRUSS TO BEARING WALLS
DUE TO UPLIFT
GROSS BRG
JT REACT IN-S%
1 1466 3- 8
10 -235 8- 0
13 3125 8- 0
CAMBER= 0 -2/8 HEEL - 4/16
1 0 0
C H O R D S MAXIMUM W E B S
` 148R FORCE 1)OR DISP SLOPE /12 LOAD UNBRAC. MEMBR FORTE
'R - (LBS) FT-IN -SX DEPTH IN (910) LENGTH FR -TO (LBS)
1- 2 2894C 4- 9 -14 5.000 70.0 0.0 2 -17 3810
2- 3 2522C 4- 2- 2 5.000 70.0 0.0 3 -17 3200
3- 4 28250 6- 9 - 8 0.000 70.0 0.0 3 -16 5687
4- 5 22380 6- 9- 8 0.000 70.0 0.0 4 -16 1410
5- 6 567C 6- 9- 8 0.000 70.0 0.0 4 -15 670C
6- 7 567C 6- 9- 8 0.000 70.0 0.0 5 -15 4577
7- 8 2187T 1- 8- 0 0.000 70.0 0.0 5 -14 19090
8- 9 18080 4- 2- 2 -5.000 70.0 0.0 6-14 4650
5 -10 1330T 4- 9 -14 -5.000 70.0 0.0 7 -14 3147T
10 -11 1228C 4- 9 -14 0.000 20.0 5.3 7 -13 1811C
1-12 12280 4- 2- 2 0.000 20.0 5.3 8 -13 12750
12 -13 16690 1- 8- 0 0.000 20.0 4.2 8 -12 2700
13 -14 21870 6- 9 - 8 0.000 20.0 3.5 9 -12 4900
14 -15 2238T 6- 9-- 8 0.000 20.0 10.0 9 -11 880
15 -16 2825T 6- 9- 8 0.000 20.0 10.0
16 -17 2328T 6- 9- 8 0.000 20.0 10.0
17- 1 2672T 9- 0- 0 0.000 20.0 10.0
PROVIDE ANCHORAGE AT BEARING JT -10 FOR 235 LBS UPLIFT
MAX. PURLIN SPACE- 0.0 FT. , MAX. UNBRACED BOT.CH. LEN.- 3.5 FT.
1. • PLYWOOD SHEATHING REQUIRED ON TOP CHORD ••"
1X4 LAT. BRACE READ. AT 1/2 LEN. WEBS 5 -14
NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS
ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD
BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2 -10D COMMON WIRE
NAIL5. PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS
TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS.
9 0 0
H9
❑3
GANG NAIL DESIGN BY FL .TRUSS 5061 SW 36 ST. FT.LAUD. FL 33314
FL;
O
28 10 0
46 -10- 0
CONC LOAD CHORDS SIZE
JT 19S
1- 3 2X 4
1 70 3- 8 2X 4
10 71 8 -10 2X 4
10- 1 2X 4
REINFORCING MEMBERS
1- 2 2X 4 N0.2
WEBS 2% 4 N0.3
2 -17 3 -17 3 -16 4 -16
5 -14 6 -14 7 -13 8 -13
9 -11
WEBS 2X 4 NO.2
7 -14
1 x 4 CONTINUOUS LATERAL
BRACING BY OTHERS (REQ'D)
IMPORTANT READ ALL NOTES ON THIS DRAWING!
LUMBER DESCRIPTION DE5IGN CRITERIA
N0.2 K015 S0. PINE
N0.1 0.1015 S0.PINE
N0.2 K015 SO. PINE
N0.2 K015 SO. PINE
K015 SO. PINE
K015 SO. PINE
4 -15 5 -15
8 -12 9 -12
K015 SO. PINE.
f
0
.0 0- 0
TOP CH. LL- 20
DL- 3S
BOT CH. LL- 0
DL- 10
TOTAL LOAD- 45
SPACING- 24 IN. C/C
INPUT DEFT. L/240
INCREASES(PER CENT)
LUMBER- 10 NAIL- 10
7`H LS= 15 BCH LS= 15
NAIL VALUES(PSI) NET
CHORDS WEBS
MAX MIN MAX MIN
GNA20 227 227 227 227
LEFT CANTILEVER - 1- 0- 0
LEFT OVERHANG ■ 1- 0- 0
RIGHT OVERHANG- 1- 0- 0
9 0 0
o - - o
5 r - 1 s 4_ 1_ 1
aa 1
ID T 17 16 15
PSF
PSF
PSF
PSF
PSF
1- 0- 0
t 1
0 1 2
Handling 8 Erection
Caren]] e0'm9 of weneenants wall not oe 020059.
Tempers ma armament Mieeq lo, rear; cannon.[
00rr0 anc to. mama ales lames men m *"1988 ae0
1812]0 :n1 l . No mate are be la
e re
A noo WM seal Immpreatn�ran emq b a b* area. to
re ar-Donen:
Cam m reel at mom!
Dawn; awl., 1 wee 00. eV wanan9 Deluge. Rma al
nox 6an9.nau sr s ee. *a.arnam care* tee rut re
Miscellaneous Information
I Bracing Information
TMs] oats e®: 9na me nbrma ^on hereon a me simpers, of Gang.. g
5011 a is no m es oeo In 8801t al p ca m a b•
r,. a ' n m S
n at re kerns Gae1** nerve at mar wry O ear
caseioe08 v u fee o Umrn0 nlamalan m amen
ins use a' n eompaeni tell De mewled q re *Meyer al Ce
* T a
`ear
CUam a
a wry a cps emnplanem ,811
. 2079 am ins"ue191e Sem
re con-rots, . remote 0so ure Debra 0,9. co.'m�Yne lor; m
n e % s HI
00 007 USE TS DESCH �** men; *ru Wren re rate„ is pmc aro lealet. Gare - Naf SY91e , * Ire. a
avor0nn; a•y t ura aes5n at 9e sow Dabs m
uml n en re s¢ a
Wm/Wm/Mae nd ._sa-er one Xwwr en Ina carman.
4)1 MM. � an090 o %Oleo 8 tor r
912089 ire ua' moan are
mys 10
Wm 088] w.m rmuiree 291 b
80 " elr emc19abryemen
Emma memaem 191 num. e m
eelt) mamma q mean,;.
,n Heamm 0 1 na 08089 arm
a 2102' gunge tor M 1
01"98* 11 M Camp*" ammam r,000R 1a
Connector Hardware
Comm. ylllm an marutacWma in
a¢ Mb
Polo m wet *a Mamba on mm taem
at ma avow art tam tall ammame.
Pam mat m o: N em. oau9e and
creamg arl*W1.
Rem e m AubTmaf t pm 811
anal Iv 2*012 o typos and
paw mauve *, P°Mem ame
prinematy
Dane mon art To ] me,
Lumber
Tara nualaaar a Waal
tom an marevea
ire ammo a must
0 0? 1
e ore *ores
snawn Ise m r ro aanl o o mar
ran me yam amcifec
Design Criteria
leo paean ve Pp
realwale 98"12* l n
2811' anartbr re
um lae0 rename 0 NOS.
re NRCano TPL
CONTRACTOR F.E. BUILDERS
H9A
GANG NAIL DESIGN BY FLA.TRUSS 5061 SW 36 ST. FT.LAUD. FL 33314
FL*
7 73 -19A
JT TYPE W LEN
1 HLOI GNA20 4.0% 7.8 0.25
2 1811 GNA20 2.00 2.3
3 0912 10820 3.0X10.1
4 INO2 GNA20 3.0% 4.7
1802 GNA20 3.0% 3.9
6 INI1 15820 2.0X 2.3
7 I002 GNA20 3.0% 3.9
6 1102 61820 3.0% 4.7
9 HP12 GNA20 3.0010.1
10 I1E11 GNA20 2.0X 2.3
11 HLOI GNA20 4.0X 7.8 0.25
12 I802 GNA20 3.0X 3.9
13 I802 GNA20 3.05 7.1
14 INO2 GNA20 3.07 4.7
15 I803 GNA20 3.OX 7.8
16 I502 GNA20 3.0% 4.7
17 I802 GNA20 3.0X 7.0
18 11402 027820 3.0X 3.9
SPLICES
6- 7 SP10 GNA20 3.01 7.8
13 -14 0910 09816 3.0X12.5
16 -17 SP1O GNA16 3.0X12.5
Y X (MEMBER)
DESIGN SPECS. FOR LIGHT METAL PLATE
CONNECTED HOOD TRUSSES, TPI,1985
REFER TO GANG -NAIL TECHNICAL BULLETIN
9 164 FOR FRAMING PRODUCTS APPLICATION
508585LOK "KSTC' RECOMMENDED FOR LATERAL
RESTRAINT OF NON- BEARING PARTITION WALLS
LUMBERLOK 'K112.5" RECOMMENDED FOR
CONNECTION OF TRUSS TO BEARING WALLS
GROSS BRG
JT REACT IN -5%
1 2107 3- 8
11 2107 3- 8
CAMBER" 0 -5/8 HEEL - 4/16
Handling 8 Erection
Cameos naran9 01 can0nenO mall not w oern OM.
T•moaary an0 pams3m bating to. 10Onp =mooned
11,110 and b' nmv Weal eal tome! !nil l b! empnm MP
17311!0 by 033. NO Maas we to be arme to ne
component un1 e Immo 1b sn am
ag! are pate.
l re sae snail Inn pnala Men Omen ban be mme0 b
Pe a,n meni
Cam eto ins went at mow
beano; 0x:1 no et t am [roomy Vann. P.M at
noted Ganno.Nai Symms, K �e e0 no onsat ann meads na May b• re ammalcr. na.mmc. TOmem an
malow, 01 comas enb.
3.00( 2- 3) 1- 2 4747C 4- 9 -14 5.000 70.0 C.0 2 -18 3840
2- 3 43710 4- 2- 2 5.000 70.0 0.0 3 -18 3041
3- 4 54250 4 -10 -13 0.000 70.0 0.0 3 -17 17501
4- 1 6230C 4- 9- 1 0.000 70.0 1.0 4 -17 968C
5- E 6498C 4- 9- 1 0.000 70.0 1.0 4 -16 1024T
6- 7 6498C 4- 9- 1 0.000 70.0 0.0 5 -16 540C
3.00( 9 -10) 7- 6 6230C 4- 9- 1 0.000 70.0 0.0 5 -15 341/
8- d 54250 4 -10 -13 0.000 70.0 0.0 6 -15 329C
9 -10 4371C 4- 2- 2 -5.000 70.0 0.0 7 -15 3417
10 -11 47470 4- 9-14 -5.000 70.0 0.0 7 -14 5400
11 -12 43617 9- 0- 0 0.000 20.0 10.0 8 -14 10241
12 -13 40357 4 -10 -13 0.000 20.0 10.0 8 -13 9680
13 -14 54250 4- 9- 1 0.000 20.0 10.0 9 -13 17501
14 -15 6230T 4- 9 1 0.000 20.0 10.0 9 -12 3047
15 -16 6230T 4- 9- 1 0.000 20.0 10.0 10 -12 3840
16 -17 54257 4- 9- 1 0.000 20.0 10.0
17 -18 40351 4 -10 -13 0.000 20.0 10.0
18- 1 4381T 9- 0- 0 0.000 20.0 10.0
/-- 9 0 0
a
C H O R D S MAXIMUM W E B S
t4EMBR FORCE HOR DISH SLOPE /12 LOAD UNBRP.0. MEMBF. FORCE
FR -TC (LBS) FT -IN -S% DEPTH. IN (PLF) LENGTH. FR -TO (LBS)
MAX. PURLIN SPACE- 0.0 FT. , MAX. UOBRACED BOT.CH. LEN.- 10.0
•`• PLYWOOD SHEATHING REQUIRED ON TOP CHORD "
NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS
ARE REQUIRED TO REDUCE BUCKLING LENGTH OF !EMBER, AND SHOULD
BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2 -10D COMMON WIRE
NAILS. PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS
TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS.
12
5r
0
Miscellaneous Information
This wa saw Myrna., Mayan at Pe =parry 01 Gan94111
Sy3aml, n[. ens b rat m Oa typed in *non al n 0100 tor
Nutrwue0 *30180= 01 Pe Ems anclawo Myron 0' in *1 004 wry
*031010 v 0300 b, Lnlen p inform ton to Men
Tray um m 033 =ay*ent WW1 be moolea 37 ti Mime' d 0e
0 0a Oaom a1 Oda
t3Ver070* 0�a10te suocU p1 �brau117033 COelOYOnl. npy lOm
re II ro Caawn mem Mee some n s 11 ,M
01 et Ixa' 0010179 200
m nvm yems, DO NOT USE TN190ESIGN.
Wren n1 n cra0Ty a 3pne arm semen. Gap �9 Syn n
ana, 0 e
bran 0 n 0 0yOy L 0ustarm- nC 3. 'an 113 alrnp. re am : av
a
Bracing tntormation
RI I1mnl MCP; apecee0 0 1r
ton m In*0bua' n veneers an0
male,
� ammo Lime,='mound am to
be =Mr/ emcee ammo moo tenon
Caw menders s an usumed o Oa
almly Mal,. ay sneann9.
PnnResnn ma a mason's.
Vann Inc
amlaa' I mcn9 w p b- o t by Pe
n3 G ail
to '.+ 0
pe3ryne e m r 01 as *0'10 3L1Oa3
FT.
28 10 0
15
46 - 10 - 0
Connector Hardware
Connector 9110 m merulacWm0
• m
rbwln 91 a
¢ �e 0
�o mum tom ladled on to taco
al ere bmwr Mrs 100, 1217 ambe00o
Pam must w 01 08 1111. pupa ab
=ma mown
r to ne 0211377.0 Vim 0 =01
meal la ama 1 and boos Inc Pus n ;030021 Pam
a y o na naa m b 21(On3 0nar
CHORDS SIZE LUMBER DESCRIPTION
1- 3 20 4 N0.2 KD15 SO. PINE
3- 9 20 4 N0.1 D.5015 SO.PINE
9 -11 20 4 N0.2 KD15 SC. PINE
11- 1 2% 4 NO.1 0.5015 SO.PINE
ALL WEBS 2X 4 00.3 KD15 S0. PINE
THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL
LOADS AS DETERMINED BY OTHERS AND SHOWN ON
INPUT LISTING. VERIFICATION OF LOADING,
DEFLECTION LIMITATIONS, FRAMING METHODS,
WIND BRACING OR OTHER LATERAL BRACING THAT
IS ALWAYS REQUIRED, IS THE RESPONSIBILITY
OF THE PROJECT ARCHITECT OR ENGINEER.
Lumber
Limbs r0st war a past
Man tee an arrayed
vapa=lon aewu and must
Oa 01 re ate shown Inn 201711 IC p•®
ban OW Vaal MOM
Design Crtteria
Bra vac: ant 213
sae Mutts a In.
>bry to
aumnvnsa : RDS.
la
ant
DESIGN CRITERIA
TOP CH. LL. 20 PSF
DL- 15 PSF
BOT CH. LL- 0 PSF
DL- 10 PSF
TOTAL LOAD- 45 PSF
SPACING. 24 IN. C/C
INPUT DEFL. L/240
INCREASES(PER CENT)
LUMBER- 10 NAIL- 10
T0H LS- 15 BCH LS- 15
NAIL VALUES(PSI) NET
CHORDS WEBS
MAX MIN MAX MIN
08820 227 227 227 227
GNA16 192 177 192 177
9 0 0 -1
12
- 15 4 - 1- 1
1
0 1. .n.
IMPORTANT READ ALL NOTES ON THIS DRAWING!
CONTRACTOR F.E. BUILDERS
H7
GANG NAIL DESIGN BY FLA.TRUSS 5061 SW 36 ST. FT.LAUD. FL 33314
FL*
7 F3 -190
JT TYPE
1 H121 GNA20 3.0012.5
1 WE01 GNA20 3.0X12.5
2 IN11 GNA20 2.00 2.3
3 HP22 GNA20 8.0X 7.8
4 INO2 GNA20 4.00 3.9
5 I802 G0A20 4.00 3.9
o 1802 GNA20 4.00 3.9
7 I6111 GNA20 2.0% 3.1
8 INO2 GNA20 4.00 9.4
9 INO2 GNA20 5.0X 9.4
10 1802 GNA20 6.0012.5
11 HP22 GNA16 7.0015.0
12 I811 GNA20 2.0X 2.3
13 0101 G14120 3.0% 7.8
14 I802 GNA20 5.00 4.7
15 I802 GNA20 5.00 7.0
15 BR01 GNA20 3.0% 9.4
16 I802 00020 6.0X12.5
17 INO2 GNA2C 5.0X 9.4
18 I003 01:020 6.0010.1
19 INO2 GNA20 5.01 4.7
20 INO2 GNA20 5.0X 4.7
21 INO2 GNO20 5.00 4.7
22 I002 GNA20 5.0X 4.7
SPLICES
6- 7 5F10 GNA20
9 -10 5P10 GNA20
16 -17 SP10 21020
19 -20 SP11 GNA20
4.00 6.2
4.0X 6.2
5.08 7.0
8.0X 7.8
DESIGN SPECS. FOR LIGHT METAL PLATE
CONNECTED WOOD TRUSSES, 801,1985
REFER TO GANG -NAIL TECHNICAL BULLETIN
1 164 FOR FRAMING PRODUCTS APPLICATION
LUMBERLOK "KSTC" RECOMMENDED FOR LATERAL
RESTRAINT OF 808- BEARING PARTITION WALLS
INPUT REQRD
GROSS BAG BRG HEEL
REACT IN -SX IN -5X WEDGE
1 2812 3- 8 2X 8
15 6909 8- 0 6- 2
W LEN % (MEMBER)
3.50 13.50(22 - 1)
2.42
CAMBER- 0 -3/8 HEEL - 4/16
2.25 4.75(1C -11)
1 0 0
MEMB8 FORCE
FR -TO (LBS)
1- 2
2- 3
3- t
4- 5
6- 7
7- 8
8- 9
9 -10
10 -11
11 -12
12 -13
13 -14
74 -15
15 -16
16 -17
17 -18
18 -19
19 -20
20 -21
21 -22
22- 1
6165C
5992C
70332
76920
71902
5525C
5525C
2700C
12881
6437T
3584T
3411T
3149C
3309C
6437C
12882
27001
71901
7692T
70331
5531T
5691T
PROVIDE ANCHORAGE AT BEARING JT -13 FOR 950 LBS UPLIFT
f- 7- 0- 0
0 (4 0 8 1 0 MAXIMUM W E B S
HOR DIOR SLOPE /12 LOAD UNBRAC. MEMSR FORCE
FT -70 -S% DEPTH IN (PL ) LENGTH FR -TO (LBS)
5- 0- 0
2- 0- 0
3- E- 0
4- 3- 0
4- 3- 0
4- 3- 0
4- 3- 0
4- 3- 0
4- 3- 0
3- 8- 0
2- 0- 0
5- 0- 0
7- 0- 0
3- 8- 0
4- 3- 0
4- 3- 0
4- 3- 0
4- 3- 0
4- 3- 0
4- 3- 0
3- 8- 0
7- 0- 0
5.000
5.000
0.000
0.000
0.000
0.070
0.000
0.000
0.000
0.000
-5.000
-5.000
0.007
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
22 1
68.0
68.0
148.0
146.0
148.0
148.0
148.0
148.0
148.0
148.0
66.0
60.0
43.5
43.5
43.5
43.5
43.5
43.5
43.5
43.5
43.5
43.5
0.0
0.0
2.5
2.3
2.4
2.8
2.8
4.3
6.0
6.0
0.0
0.0
5.0
4.9
3.6
6.3
10.0
10.0
10.0
10.0
10.0
10.0
2 -22
3 -22
3 -21
4 -21
4 -20
5 -20
5 -19
6 -19
6 -18
7 -18
8 -18
8 -17
9 -17
9 -16
10 -16
10 -15
11 -15
11 -14
12 -14
El 19
231C
394T
19191
1026C
7998
2710
609C
5268
2018C
6162
3427T
2555C
46368
3353C
6245T
4107C
3997C
394T
2310
MAX. PURLI8 SPACE- 0.0 FT. . MAX. UNBRACED BOT.CH. LEN.- 3.6 FT.
••• PLYWOOD SHEATHING REQUIRED ON TOP CHORD •••
1-1X4 LAT. BRACE READ. AT 1/2 LEN. WEBS 11 -15
NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS
ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD
BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2 -10D COMMON WIRE
NAILS. PROVISIONS MUST BE MADE AT ENDS OR SPECIF1ED INTERVALS
TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS.
32 10 0
O
46 -10- 7
CONC *LOAD CHORDS SIZE
JT LBS
68
3 391
11 391
13 66
3 2% 4
3 -11 21 6
11-13 2% 4
13- 1 2% 8
WEBS 2X 4 N0.3 KD15 S0. PINE
2 -22 3 -22 3 -21 4 -21 4 -20 5 -20
5 -19 6 -19 6 -18 7 -18 8 -17 9 -16
11 -14 12 -14
FIBS 2X 4 80.2 K0815 S0. PINE
8 -18 9 -17 10 -15 11 -15
WEBS 2% 4 NO.1 0.1(015 SO.PINE
10 -16
LUMBER DESCRIPTION DESIGN CRITERIA
N0.2 1.1(015 SO.PINE
NO.1 K0115 S0. PINE
N0.2 D.8015 SO.PINE
NO.1 KD15 SO. PINE
14
, n - 0 n
TOP CH. LL-
DL-
BOT CH. LL-
DL-
TOTAL LOAD-
D
1 x 4 CONTINUOUS LATERAL
BRACING BY OTHERS (REQ•D)
7 0 0 -1
19 PSF
15 PSF
0 PSF
10 PSF
44 PSF
SPACING• 24 IN. C/C
HIP SETBACK, - 7- 0- 0( 0
INPUT DEFL. 1/240
INCREASES(PER CENT)
LUMBER 10 NAIL- 10
TCH LS- 0 BCH LS- 0
NAIL VALUES(P52) NET
CHORDS WEBS
MAX MIN MAX MIN
GNA20 227 227 227 227
GNA16 192 177 192 177
LEFT CANTILEVER - 1- 0- 0
LEFT OVERHANG ■ 1- 0- 0
RIGHT OVERHANG- 1- 0- 0
1- 0- 0
T
1.
F�1
3 3 1
0 1 2
Handling B Erection
mess ra'Geq 01 co,00neno also rot De eeerneee
Ternary pro comment Drams Ice totting comment
otirro ry b• refr.aq lave b.� bawl be Onamc aro
m �01 ally of Men O %s be a r e are
c .
e1 no erne rue Imo c an erwge a 0 0110 0
greater run aem4n loan ea r°wea w
me 1.r.:
Gre must a . .e, w 010 e
e 00 bnv t a' ra00 . aver
m Del men: ; a gee c a are a vex° ifeac
n pry vme esmnw .
ens
n°m �0 0 i eWity 8' a M:. °0020'0 =rore ot s 01 anc x
irate :co .o�coe wxny tonca:v-. narc:ry„ rumen r, a.
Miscellaneous Information Bracing Intormation
Tres ace went aro no nbnnao, rowan ° re or00ar7 0 GanON.,I A! lateral macro anaclfe° 'e br
Sys' o. 2 rot to to :0r. ec tn rem* D 01 earl ce t tor 0360 wdes: web mermen ant
Nu0:ves e eo c n a t m' r ely le 0m rammed l
O terms oftln< 'e new Or In. 17 Ona. a wry mot oe nsoile0.
O sl
r.0 n•aoa+ w 00mn Woo bean been rammed on to
Toe one 01 of c°mponsn 'rye oe tem1lev Oy rye °coigne• O' me bemuon face° aeon; wm ens„
connote melons Wry member. an assume° to be
001n a'I necessary cba c°mda es. O.•es ero W.a
cea tom 1 , rasy smearing. be smearing.
e' 01 rye compcomplete rzn
yn stnL behr Nae tieing !as 011 0 0 0 n:
Pe o'
It re K foal oe ale no. meet local DoevnC coon
m wemrcDONm r. USE TWS OE w SIGN . s
01110.0 els 0. Gar. -Nax Symons.
10 Ins:
memos se rye aeon; 0305, n°wn Te Da
9mer anti s mm� °n t'tis ornens T. toms 0' eaa
_ i6:e ! 01 um nracig Imo
acetone boon; 0'On O 17/1001 n
w m ae ai
mummtf el rye'meta ).Clore
Connector Hardware
Gaeeca' 0atea en memlacbnv In
accomonceOnTPL
Plates m0: Oe realle0 01 tin 3:0
0I0e bme°r w n non bey em0e0ac.
Pmin m em 01 tm bap. taupe erne
manly eim ^ M Au0Truef pmt 00rc
011
cartoons .
CO M e; Ia 611 p1 P : ryas w web
0111, 0.0 m° " Iona umem arm
Ceoensons re TOW
Lumber
lemon moat Dears Ivaco
a
!an an 001Oe00
Inpecsom corm toe root
be or !e see eno somas
stow, arm actual m cr Mlmr
man °,e cram abed sec
Design Criteria
fro arc^.
ol a 1110 eda rye
m a e1
o are n
°e s ems , NM.
ARC eo TPt
IMPORTANT: READ ALL NOTES ON THIS DRAWING!
CONTRACTOR F.E. BUILDERS
F.7A LL NI .
GANC NAIL DESIGN BY FLA.TRUSS 5061 SW 36 ST. FT.LAUD. FL 33314
FLr
7 03 -19A
JT TYPE W LEN Y X (MEMBER)
1 HL21 GNA20 3.0212.5 0.75( 1- 2)
2 I011 GNA20 2.00 2.3
3 HP22 GNA20 6.0% 7.0 2.42
4 1902 GNA20 4.0X 4.7
5 :NC2 GNA20 4.0X 3.9
6 IN)) G14620 2.0X 3.1
7 1102 GNAT] 4.00 3
8 :NO2 GNA20 4.00 5.5
9 HP22 00616 7.0 010.0 1.92
10 IN11 GNA2O 2.0% 2.3
11 81.01 GNA20 4.00 9.4 0.75 1.75(11 -12)
12 INO2 GNA20 4.0% 3.9
13 I902 G`:A22 4.00 9.4
14 INO2 GNA20 4.09 5.5
15 INO3 GNA20 4.00. 7.8
16 INO2 GNA20 4.00 4.7
17 INO2 GNA20 4.09 7.8
18 INO2 CNA20 4.0% 3.9
SPLICES
4- 5 SP10 GNA20 4.00 7.E
6- 7 SP10 GNA20 4.0% 7.8
13 -14 SP11 0662010.0810.1
16 -17 SP10 GNA16 5.0010.0
DE5IGN SPECS. FOR LIGHT METAL PLATE
CONNECTED WOOD TRUSSES, TP1,1885
REFER TO GANG-NAIL TECHNICAL BULLETIN
6 164 FOR FRAMING PRODUCTS APPLICATION
LUMBERLOK "KSTC" RECOMMENDED FOR LATERAL
RESTRAINT OF NON - BEARING PARTITION WALLS
LUMBERLOK "K82.5" RECOMMENDED FOR
CONNECTION OF TRUSS TO BEARING WALLS
HANGER RECOMMENDED TO SUPPORT
CONCENTRATED LOAD FROM MEMBER(S)
PERPENDICULAR TO TRUSS
"KMLU24" AT JOINT 18
SPECIAL HANGER REQUIRED TO
SUPPORT CONCENTRATED LOADS.
GROSS
JT REACT
1 4519
11 4837
BRG
IN -SX
3 - e
8- 0
CAMBER- 0 -7/8 HEEL - 4/16
C H O R D S MAXIMUM W E
MEMBR FORCE HOR 015P SLOPE /12 LOAD UN3RA0. MEMBR
FR -7C (L35) FT- IN -SO. DEPTH IN (PLF) LENGTH. FR -TO
1- 2
2- n
3- 4
4- c
5- 6
6- 7
7- 8
8- 9
9 -10
10 -11
11 -12
12 -13
13 -14
14 -15
15 -16
16 -17
17 -18
10- 1
109830
107260
146610
17710C
1 60 20
17538C
14518C
101630
107430
9917T
93827
14518T
175387
177107
14861T
99017
10139T
4- 0- 5
2 -11 -11
5- 6 -13
c- 5- n
5- 5-
5- 5- 1
5- 5- 1
5- 6 -13
2 -11 -11
4- 0- 5
7- 0- 0
5- 6 -13
5- -
1
5- 5-
5-
5- 5- 1
5- 6 -13
7- 0- 0
5.000
5.000
0.000
0.000
0.000
0.000
0.000
0.000
-5.000
-5.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
68.0
68.0
153.0
153.0
153.0
153.0
153.0
153.0
153.0
153.0
45.0
45.0
45.0
45.0
45.0
45.0
45.0
20.0
0.0
0.0
4.9
4.1
3.9
4.1
5.0
0.0
0.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
2 -18
3-18
3 -17
4 -17
4 -16
5 -16
5 -15
6 -15
7 -15
7 -14
8 -14
8 -13
9 -13
9 -12
10 -12
8 S
FORCE
(LBS)
273C
717T
5600T
2355C
3234T
1293C
1013T
813C
1208T
13850
3429T
24480
57991
579T
6140
+++ DESIGN CONSISTS OF 2 TRUSSES BUILT SEPARATELY + ++
+ THEN NAILED TOGETHER WITH 100 COMMON WIRE NAILS + ++
+ ++ STAGGERED THROUGHOUT BOTH FACES AS PER NAILING PATTERN + ++
NOTE, LATERAL BRACES AND PURLING INDICATED FOR TRUSS MEMBERS
ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD
BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2 -10D COMMON WIRE
NAILS. PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS
TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS.
f- 7 0 0
4❑
0
CONC LOAD CHORDS
JT LBS
3
11
18
MAX. P0RLIN SPACE- 0.0 FT. , MAX. 86806000 BOTCH. LEN.- 10.0 FT.
PLYWOOD SHEATHING REQUIRED ON TOP CHORD •'•
32 10 0
46 -10- 0
300
153
400
3- 9
9 -11
?MULTI- MEMBER. NAILING PATTERN
, CHORDS (PROWS SPACING(IN.)
TOP
BOT
WEBS
a a 0
SIZE LUMBER DESCRIPTION
20 4
2% 6
20 4
2% 6
13
N0.2 K)15
NO.1 9.015
N0.2 1015
N0.1 KD15
S0.
S0.
SO.
SO.
ALL WEBS 20 4 N0.3 5015 SO. PINE
12
PINE
PINE
PINE
PINE
DESIGN CRITERIA
TOP CH. LL- 19 PSF
DL- 15 PSF
BOT CH. LL- 0 PSF
DL.- 10 PSF
TOTAL LOAD- 44 PSF
SPACING- 24 IN. C/C
INPUT DEFL. L/240
12.0 INCREASES(PER CENT)
12.0 LUMBER- 10 NAIL- 10
12.0 TCH LS. 0 BCH LS- 0
NAIL VALUES(PSI) NET
CHORDS WEBS
MAX MIN MAX MIN
GNA20 227 227 227 227
GNA16 192 177 192 17!
RIGHT OVERHANG- 1- 0- 0
7 0 0 -
12 2
y1- 0- 0
T
3- 3- 1
1
0 1 2
Handling 6 Erection
Cams. narMap 8 0 nail not oe Dec.
Temposry me* 000irp 3' re!o1 ro momere
onimo an- m' re e p hive n 0.200 grin o0 cea3neo uc
=tam by Oren. ND Mos an to oe aomm to re
no� a of t0 vncnp a'e an
smnos are 0 0
n Im
AI e mei Imes N
s pm= n cosign m .0
acs oe aPP a. m
blIcomponent
Can m1 s20 c a: pram.
Marino oars nor roe co. am 0•o0en1 emcee. %no at
noes nen Oysters. aP ..s0_ aesatvice rata.,
O
nnbresponsory crow-ors , re =roam= na 4. 0rupee!. a.
Miscellaneous Information
Bracing information
Ina gate angel aro re 00•ma00n 0 o orny W Oanpuug
5yaerm. ek. 5110 is rot 0 o ere in m m bo mule of n part o r useo w
NuOVVm eP 12»01 0l pea m
!n. oaclomo 0nn or In any 0010' way
er b•ravns nb•mae4n b' 01ers
_ fe o f =eponym 'I 0e ow 000 by re 000911*' el pa
000.1 e recenan) ro compliances. a na tarn
sre pear" Isno nip common;
nsru01V
II meow
re c.a., cirri= eenlama are Po a net meet Iota ...a c
120. 00 NOT 125E 1X15 DESIGN. o v1*
Wren s e aene4 a0e 0. Cn0 Nae Symons. Mc. 0
re
apemen; 035 I 1 1 1001 apn. 01 re mot snow": 01 re amp 0' pate
rearm.. am cmTme' ano avow n on bus drwmp.
A:1 late=
iroiemma am soeceet
mermen b
m br
ice ;a r:m arm
must Oe a a
ces
ea vtea ++b 'maim an to
Mc Cm. =mars c' re wm u c be
my sr0•e0 n snaO
: .rip- aa+.a. arse
via' 12 r b• rte " r
ouc 1 s• ow im
rosipne' 0f re m-ye:e s :�cmn
Connector Hardware
Connector gam are marulacumo m
amoraance win TP,.
Pam must ee ebblbo on mn tame
of re tam ter 09 team bsy enmeo ere.
Pam must M of Ina aye, pupa area
C50amiy /MOW
Rolm b cantons re AuwTruss j0 am
peon
rem fo cantons v, won a
raw
ma" b[at3ns. oa
ar� say wee: v. arms r0
e
Lumber
now ton must Dan, a prim
ton =mewed
=canon bureau and mist
e 01 tee eye or species
snorer arm "veal m o pave
pan re pram emulod
Design Criteria
Tne oespn 1010 ne
=te c 120 oiled a In
� 01 X0 5.
fu heat . 01 5.
317000391
•
IMPORTANT READ ALL NOTES ON THIS DRAWING!
CONTRACTOR F.E. BUILDERS
rC ? P}Ef1 GANG NAIL DESIGN BY FLA.TRUSS 5061 SR 36 ST. FT.LAUD. FL 33314
FL'
7 13 -19A
JT 17PE W LEN X (MEMBER)
1 6101 GNA20 3.00 4.7
2 1002 GNA20 4.00 4.7
3 8021 GNA20 8.00 7.8 2.42
4 INO3 GNA20 6.0015.6
5 INC2 GNA20 5.00 7.0
6 1002 GNA20 4.0X 5.5
7 IM1_ GNA20 7.00 3
6 1802 01520 4.0% 3
9 INO3 GNA20 4.00 7.8
10 HP21 221020 8.00 7.8 2.42
11 I002 00520 4.C% 4.7
12 111,6: GNA20 5 .0X15.6
13 INI: 08020 2.00 5.5
14 1803 GNA20 5.00 7.8
15 IN11 GNA20 2.0X 3.9
16 INO2 GNA20 5.0X 4.7
17 1803 GNA20 5.0X 7.8
18 I002 GNA20 5.00 7.0
19 I802 GNA20 6.00 7.8
20 IN11 GNA20 2.0X 3.9
21 INO3 GNA20 5.0010.1
22 IN11 00520 2.0% 5.5
SPLICES
8- 9 SP10 GNA20 4.00 7.8
17 -18 0011 GNA20 8.00 7.8
DESIGN SPECS. FOR LIGHT METAL PLATE
CONNECTED WOOD TRUSSES, TPI,1985
ADEQUATE WOOD TRUSS BEARING
IS THE RESPONSIBILITY OF
THE BUILDING DESIGNER
REFER TO GANG -NAIL TECHNICAL BULLETIN
i 164 FOR FRAMING PRODUCTS APPLICATION
LUMBERLOK •KSTC• RECOMMENDED FOR LATERAL
RESTRAINT OF NON- BEARING PARTITION WALLS
SPECIAL HANGER REQUIRED
TO SUPPORT SPAN CARRIED.
DESIGNED FOR VERTICAL LOADS
ONLY. LATERAL STABILITY OF
GIRDER TRUSS TO BE PROVIDED BY
PROJT_0T. ENGINEER OR ARCHITECT
2 1
12
GROSS
REACT
20517
12075
INPUT REQRD
BRG BAG
IN -S% IN -0X
4- 0 8- 1
8- 0
CAMBER- 0 -2/8 HEEL - 4/16
f
it`
N
1
C H O R D S MAXIMUM 7l E S
M.EMB? FORCE P. DOS? SLOPE/12 LOAD U)1BR50. MEM.BR FORCE
FR-PC (LBS) 17-IN -S0 DEPTH IN (PLF) LENGTH .R -.O (IBS)
2 4245' 8 5.000 64.0 0.0 2 -22 30601
2- 3 84901 - - E 5.006 64.0 0.0 2 -21 42450
3- 4 76367 2- 8- ' 0.001 64.0 6.1 3-21 3452C
4- c 133160 2- 8- 5 0.000 64.0 6.0 4 -21 (69730
5 6 199660 2- 8- c 0.000 64.0 0.0 4 -20 25011
6- 7 239980 2- 8- 5 0.000 64.1 4 -19 132351
7- 8 23998C 2- 8- c 0.000 64.0 6.0 5-19 6947C
6- 9 254130 2- 8- 5 0.000 64.0 6.0 5 -18 94977
9-10 203890 2- 8- 5 0.000 64.0 6.0 6 -18 4279C
10 -1: 22088C 3- 3- 8 -5.000 64.0 0.0 -17 57581
11 -12 263320 3- 3- 6 -5.000 64.0 0.0 7 -17 1680
12 -13 243077 3- 3- E 0.000 954.5 10.0 6 -17 2020C
13 -14 243077 3- 3- 6 0.000 954.5 10.0 8 -16 12741
14 -15 742097 2- 8- S 0.000 954.5 10.0 9-16 17181
15 -1E 242091 2- 8- S 0.000 954.5 10.0 5 -15 25011
16 -17 254137 2- 8- 5 0.001 954.5 10.0 9 -14 5457C
1 -16 19966T 2- 8- 5 0.000 954.5 10.0 10 -14 8309T
18 -16 133161 2- 8- 5 0.000 954.5 10.0 11 -14 4245C
19 -20 40491 2- 8- 5 C.000 954.5 10.0 11 -13 30601
20-21 4049T 2- 8- 5 0.000 954.5 10.0
21 -22 3918C 3- 3- 8 0.000 954.5 10.0
22- 1 39180 3- 3- 8 0.000 954.5 10.0
▪ DESIGN CONSISTS OF 3 TRUSSES BUILT SEPARATELY +
▪ THEN NAILED TOGETHER WITH 100 COMMON WIRE NAILS
+ �+
STAGGERED THROUGHOUT BOTH. FACES AS PER NAILING PATTERN + ++
PROVIDE ANCHORAGE AT BEARING JT -21 FOR 5952 LBS UPLIFT
PROVIDE ANCHORAGE AT BEARING JT -12 FOR 2832 LBS UPLIFT
• • • • • • • • • • • • • • • • • • • • • • • • . • . •
• NOTE: ANCHORAGE REQUIRED FOR LARGE UPLIFT FORCES, •
• SHALL BE PROVIDED BY BLDG. DESIGNER. •
PROVIDE FOR 14.9 LBS HORIZONTAL REACTION AT JOINT -21
THIS TRUSS HAS BEEN DESIGNED FOR THE WIND LOADS GENERATED
BY 120.0 M.P.H. WINDS AT 25.0 FT. ABOVE GROUND LEVEL,
USING 7.0 P.S.F TOP CHORD DEAD LOAD AND 10.0 P.S.F
BOTTOM CHORD DEAD LOAD, 2.0 MILES FROM HURRICANE OCEANLINE,
ON A CATEGORY T ENCLOSED BUILDING, OF DIMENSIONS 45.0 BY 25.6
WITH EXPOSURE B (ANSI A58.1- 1982).
MAX. PURLIN SPACE- 0.0 FT. , MAX. 008350ED BOT.C8. LEN.- 10.0 FT.
•"• PLYWOOD SHEATHING REQUIRED ON TOP CHORD ••
1 T e, 6Ie roip 60091 ..411TCamrn sn0 7 0 10 1ST v6r,6rR% 10 0
ARE REQUIRED TO REDUCE UCKLING L OF ME,R, AND S D
BE NAILED TO TRUSS ME,��Sq{!,`S WITH ,G7 MUM OF 21-501D COMMON 16 RE
NAILS. PROVISIONS MUS:�TS.: MADE A. 'CTJDS OR SPL�FIED INT ALS
TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS.
EH
6- 6-Q
EU
EU
32- 0- 0
CHORDS SIZE LUMBER DESCRIPTION
1- 3 2% 4 N0.1 1.8115 SO.PINE
3 -10 2X 6 N0.2 KD15 SO. PINE
10 -12 2X 4 3:0.1 D.K015 SO.PINE
12- 1 2X 8 N0.1 K015 SO. PINE
WEBS 2% 4 N0.3 KD15 SO. PINE
2 -22 2 -21 3 -21 4 -20 5 -19 6 -18
0 -17 7 -17 8 -17 8 -16 9 -16 9 -15
9 -14 10 -14 11 -14 11 -13
WEBS 2% 4 N0.2 KD15 S0. PINE
4 -21 4 -19 5 -18
;MULTI - MEMBER NAILING PATTERN j
CHORDS (ROWS SPACLNG(IN.j
TOP 1
BOT 2
WEBS 1
0
24- 7- 0
0
EU
12.0 NAIL VALUES(PSI) NET
3.0 CHORDS WEBS
12.0 MAX MIN MAX MIN
GNA20 227 227 227 227
m
6 7 0
12 T
1 5
EU
ES
DESIGN CRITERIA
TOP CH. LL- 17 PSF
DL- 15 PSF
601 CH. LL- 0 PSF
DL- 10 PSF
TOTAL LOAD- 42 PSF
SPACING- 24 IN. C/C
SPAN CARRIED■46 -10- 0(1313)
INPUT DEFL. L/240
INCREASES(PER CENT)
LUMBER- 10 NAIL= 10
TCH LS- 0 BCH LS- 0
LEFT CANTILEVER - 6- 5- 0
3- 0 -1
..
I!1!I 1
0 1 2
Handling 8 Erection
Grease ra•tInc o: or77v100.
e
ie^.,lv ry tc .. n
. a: orecec 0o�� :o
19 memtnt
i,si1 0000,, oleo trees
are b C 10705 mane
convener
!en 11 0 I
* 15000 10000 mo v apph
A:o Isn allte a
11,1 h 0 mon s W be =DUO .
t
AI 006 CM e Mates greater Nn CaYpn Was 00 =DUO b
D6 Can .en. rent at
noesA
cants. % Me e a
oan s
any emcee.
noes 35 10 Don o o ac 7015
no
,.r reen ne'[om8 e..e l ' .72709. wrnoT0RC enp
Miscellaneous Intormation
Bracing Information
Connector Hardware
Tres 1011 steel re na marrnamn roman 6 De ovary 0! Gae 5nrl
s erne. re. are n rvl 10 6 er
N • 101. aa8a1m•1 CI re iterna 01* term C tr. try D. o ems
iz uses: lr ernn eb
np,m b at0n ones
Tyre use of RS ccm.7reet Beall lee aatelle0 09 re Wegner or re
C euCesre
Oman
necessary cone eamarancc. a!> mare Von
ire eere! en *ro 00n; C
I: 61 0 coos no: mac lose tear'; co.
recuraveres.DOPOT USE THIS DESIGN.
e o
Wren m MU st,otra Des. ol qnl. G ,e �' 575666. 0 re. Di
Ina D b ey'me cusene•ala anal an Insaevne re
AI I tent era:ig a Toed•e ate
lee /1010 6 er
Dram; r.5 I l
� remove
• maces we e m lamer.
Cn b
ea
10 n'ry mereo rang rm
mDa
Icarus 705 031wy !meaning,
n
y ay a eaaenB,
ceiling C n amna'a
Resew n: ecotone b. re rm
or M o re
n ovras pu s cne �oinec � . .me e
Canoemr owes are mr'lacmre0 In
e¢010ama 0700 TPI
P606 mat be entree On mm ham
0: Ow llm10r wnn tam may •770.71010.
Phla Duet se 01 no Silo. 0w0a and
aOW. Sa ryry Rarer m are 3001105. )ant aril
seep: 16 10100
10:6 6' 1 Pos I Moos 10
rate 0clp - W
.-a• a y e B iara teens
Lumber
Wm6er nentrmar
tea
nun Um an 0 1* sa
I lan rarely a�rb to e
;
ae a sat
o" se so m te Weer D en vu prase apacilm
Design Criteria
im ter. 0 * C
a n
Na0nia 01.no re .
De hest 73
ARC we TP1 3
JUN 16.1939
FAR.' of
IMPORTANT: READ ALL NOTES ON THIS DRAWING!
SPAN
e. as
e. a>
CONTRACTOR F.E. BUILDERS
H5
GANG NAIL DESIGN BY FLA.TRUSS 5061 SW 36 ST. FT.LAUD. FL 33314
FL
7 F'3 -19A
CT TYPE
1 H101
2H ?22
1602
4 1NI1
5 1302
6 HP22
7 HL01
P I \1
1102
10 1303
11 1002
11 12 1311
GNA20 4.0%
GNA20 6.0X
GNA20 4.00
GNA20 2.0X
GNA20 4.0X
GNA20 8.0%
GNA20 4.0%
GNA20 2.00
GNA20 4.OX
GNA20 4.OX
GNA20 4.0%
GNA20 2.0%
SPLICES
4- 5 SP1O GNA20 4.1X 7.8
8- 9 SP10 GNA20 5.0X 7.0
11 -12 5010 GNA20 5.0X 7.0
LEN 0 X (MEMBER;
MZMBR
9.4 0.75 1.75(12 - 1) .R -TO
7.8 2.42
3.9
3.1
3.9
7.8 2.42
9.4 0.75
3.1
7.8
7.8
7.8
3.1
DE5TG SPECS. FOR LIGHT METAL PLATE
CONNECTED WOOD TRUSSES, TPI,1985
REFER TO GANG -NAIL TECHNICAL BULLETIN
i 164 FOR FRAMING PRODUCTS APPLICATION
LUMBERLOK •K51'C RECOMMENDED FOR LATERAL
RESTRAINT OF NON- BEARING PARTITION WALLS
LUMRERLOK •KH2.5• RECOMMENDED FOR
CONNECTION OF TRUSS TO BEARING WALLS
C H O R D S MAXIMUM. W E B S CONC LOAD CHORDS SIZE
FORCE HOR DI5 - e SLOPE /12 LOAD UNBRAC. MEMB FORCE JT LBS
(LEIS) FT -IN -S% DEPTH IN (PLF) LENGTH FR -T, (LBS) 1- 2 2X 4
1 70 2- 6 2X 6
1- 2 48791 5- 0- 0 5.000 70.0 0.0 2 -1 160T 2 136 6- 7 2X 4
2- 3 7504C 5- 6 -14 0.000 110.E 2 -1 3203* 136 7- 1 20 6
3- 4 84702 5- 5- 2 0.000 110.8 1.8 3 -1 955C 7 7C
4- 5 8470C 5- 5- 2 0.000 110.8 1.E 2-1 10340 56E85 2% 4
1.75( 7- 8) 5- 6 75040 5- 6 -14 0.000 111.8 2.1 4 -1 576C 2 -12 3 -11 3 -10
6- 7 48790 5- 0- 0 -5.000 70.0 0.0 5 -1 1034T 6- 8
7- 8 4504T 5- 0- 0 0.000 31.7 10.0 5- 955C WEBS 2X 4
8- 9 4504T 5- 6 -14 0.000 31.7 10.0 6- 3203T 2 -11 6- 9
9 -10 7504T 5- 5- 2 0.000 31.7 10.5 6- 160T
10 -11 75041 5- 5- 2 0.000 31.7 10.0
11 -12 4504T 5- 6 -14 0.000 31.7 10.0
12- 1 45040 5- 0- 0 0.000 31.7 10.0
A-- 5 0 0
GROSS BRG
ST REACT IN -SX
2282 8- 0
1 2282 8- 0
CAMBER= 0 -4/8 HEEL - 4/16 1- 0- 0A.
MAX. PURLIN SPACE- 0.0 FT. , MAX. UN8RACED BOT.CH. LEN.- 10.0 FT.
••• PLYWOOD SHEATHING REQUIRED ON TOP CHORD •••
NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS
ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD
BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2 -100 COMMON WIRE
NAILS. PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS
10 RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS.
El
0
Eli
22 0 0
0
Im
32- 0- 0
THIS TRUSS I5 DESIGNED TO SUPPORT VERTICAL
LOADS AS DETERMINED BY OTHERS AND SHOWN ON
INPUT LISTING. VERIFICATION OF LOADING,
DEFLECTION LIMITATIONS, FRAMING METHODS,
WIND BRACING OR OTHER LATERAL BRACING THAT
IS ALWAYS REQUIRED, I5 THE RESPONSIBILITY
OF THE PROJECT ARCHITECT OR ENGINEER.
0
0
LUMBER DESCRIPTION
N0.2 D.1015 S0.PINE
N0.1 K015 S0. PINE
80.2 D.1015 SO.PINE
N0.1 KD15 SO. PINE
N0.3 K015 SO. PINE
4 -10 5 -10 5- 9
N0.2 14:15 SO. PINE
0
0
DESIGN CRITERIA
TOP CH.. LL- 20 PSF
DL- 15 PSF
HOT C)i. LL- 0 PSF
DL- 10 PSF
TOTAL LOAD- 45 PSF
SPACING- 24 IN. C/C
HIP SETBACK - 5- 0- 0( C )
INPUT DEFL. L /240
INCREASES(PER CENT)
LUMBER- 10 NAIL- 10
TCH LS- 0 BCH LS- 0
NAIL VALUES(PST) NET
CHORDS WEBS
MAX MIN MAX MIN
GNA20 227 227 227 227
LEFT OVERHANG - 1- 0- 0
RIGHT OVERHANG- 1- 0- 0
5 0 0 -
12 12
s r -- 15
■ - - - .. _t
0
1- 0- 0
T
2- 5- 1
1
C 1 2
Handling & Erection
Carcass naming N 011 ennene tall not be ermine.
Tamer/ are perrnire 1 aaune br ream correOnant
Werra and b• rearing ova bras anal a enema era
insane ,1 cram M 110 are b be awns b na
ro um 11701'1 imm a sa ran 00 a Watts We 100010 b
wan- aq
Cam r 11193 ro
▪ mein nee ex 10. me 0 Wenr
aRwane
n n9rn rosc1 emcee. 1
3
es Game� ! ay so m tanr0l one accs*
h b me IaY.[nvt Nra 1, anpmes a.
nauseam -. er.10van].
Miscellaneous Information
Taa srisei re Oa Marnaaon lamas a re property C G emNail
Symms. IK. a 'a e be cocoa in pan br
0
rauev1 as of 0a 11073 manse. Neer a in any ore wry
amass a se 0' Mating nbm m m
alan ar
a r enaaON Anal re awane py 1a 0aagnar C oe
emmeasmvaa
009in al re - essary 1003 camlonces. aoawa s are irerucsme Pan
w r el re 10 e001m a WWMM* unn� eo
rvs mporan:
Do ma II a , r n 03100 eon I meet local pee :n0 ca Roma
u, 00 MOT USE THIS DESIGN.
eu n n -r a sene0 e. Gang.. Systems.
r arp rev r _ng men en nI n el cf0 cal mean m re 0H
m Sr., or eaa
arl leaner WM m MI5 awns.
Bracing Intormation
AI Imre Daum 500000 0 br
.011; neaeaua' 0 member, and
ne e Malec.
we awn wain manse are V
Main Mane Wang wen amps
Owe members am 7 3710 a be
la: ar,ay nirec by sneering.
00013 or 1par,5 mamma
10 1.1 1 0 cm e re ail
ab
mines e rt 00010: ••ices
Connector Hardware
0.10.00, dales am Measheame in
aeMalam0Mel000
Rahn must im reline o-1 em Rea
ol0a erhser enn 501607 51705550 .
Palo nllet em of M *aa. ga-'0 eta
Dientaryamwm M 7 0 A3b J07 t pmt G a,10
Weal Ia Clemens C .. Ran and
pan 1.130 Pa;h palm
sure mealy ince Tana 13
aw am nm
Lumber
n wn t e r n an 5 3
vepaeeon exam atle neat
DO CO re •te DID i06103
Wenn anis weal le as caner
pan ma Face madam
Design Criteria
103 00301 •170 mu
mate•• 1100610C
auba0nra 0,40, : y .n
ARCame094 17'0.5,
IMPORTANT: READ ALL NOTES ON THIS DRAWING!
0.n
0.n
0.46
7 F3 -190
JT TYPE W LEN Y X (MEMBER)
1 HL61 GNA20 5.0X12.5
2 INO2 GNA20 3.0X 3.9
3 HP12 GNA20 4.0X12.5
4 IN11 GNA20 2.OX 2.3
5 HP12 GNA20 4.0X12.5
6 INO2 GNA20 4.0X 4.7
7 HL61 GNA20 5.0X15.6
8 IN11 GNA20 2.0% 5.5
9 INO2 GNA20 5.0X 4.7
10 INO3 GNA20 8.0X 7.8
11 INO2 GNA2012.0 %10.1
12 IN11 GNA20 2.0X 3.9
SPLICES
8- 9 SP11 GNA20 8.0X 7.8
DESIGN SPECS. FOR LIGHT METAL PLATE
CONNECTED WOOD TRUSSES, TPI,1985
C H O R D S
MEMBR FORCE HOR DISP SLOPE /12
FR -10 (LBS) FT -IN -SX DEPTH IN
1.50 3.75( 2- 3) 1- 2 21768C 4- 0 -14 5.000 64.0 0.0
2- 3 21427C 2- 8- 2 5.000 64.0 0.0
1.50 3.75( 5- 6) 3- 4 22113C 3 -11- 0 0.000 129.3 0.0
4- 5 22113C 3 -11- 0 0.000 129.3 0.0
5- 6 20436C 2- 8- 2 -5.000 64.0 0.0
6- 7 23782C 4- 0 -14 -5.000 64.0 0.0
7- 8 21952T 4- 0 -14 0.000 962.4 10.0
8- 9 21952T 2- 8- 2 0.000 962.4 10.0
9 -10 18864T 3 -11- 0 0.000 962.4 10.0
10 -11 19779T 3 -11- 0 0.000 962.4 10.0
11 -12 200931 2- 8- 2 0.000 40.4 10.0
12- 1 20093T 4- 0 -14 0.000 40.4 10.0
+++
MAXIMUM W E B S
LOAD UNBRAC. MEMBR FORCE
(PLF) LENGTH FR -TO (LBS)
2 -12
2 -11
3 -11
3 -10
4 -10
5 -10
5- o
6- 9
6- 8
128T
372C
5973T
2873T
475C
4000T
9934T
3659C
3045T
DESIGN CONSISTS OF 3 TRUSSES BUILT SEPARATELY +++
THEN NAILED TOGETHER WITH 10D COMMON WIRE NAILS +01+
STAGGERED THROUGHOUT BOTH FACES AS PER NAILING PATTERN
REFER TO GANG -NAIL TECHNICAL BULLETIN MAX. PURLIN SPACE- 0.0 FT. , MAX. UNBRACED BOT.CH. LEN.- 10.0 FT.
164 FOR FRAMING PRODUCTS APPLICATION "' PLYWOOD SHEATHING REQUIRED ON TOP CHORD *"
LUMBERLOK "KSTC" RECOMMENDED FOR LATERAL NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS
RESTRAINT OF NON - BEARING PARTITION WALLS ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD
BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2 -10D COMMON WIRE
LUMBERLOK "KH2.5" RECOMMENDED FOR NAILS. PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS
CONNECTION OF TRUSS TO BEARING WALLS TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS.
GROSS BRG
JT REACT IN
1 9143 8- 0
7 11848 8- 0
CAMBER- 0 -2/8 HEEL - 4/16
Handling 0 Erection
6 9 0
6
12
/11111111
mill
/_'
IBEI
Misowllaneous Intonation
Bracing tntormetion
+++
7 10 0
4
10
21- 4- 0
CONC LOAD CHORDS SIZE LUMBER DESCRIPTION
JT LBS
3 293
5 293
11 4220
1- 3
3- 5
5- 7
7- 1
Connector Hardware
2X 4
2X 4
2% 4
2X 8
WEBS 2X 4 N0.3 X015 SO. PINE
2 -12 2 -11 3 -10 4 -10 5 -10 6- 9
6- 8
WEBS 2% 6 N0.2 KD15 SO. PINE
3 -11 5- 9
- MULTI- MEMBER NAILING PATTERN
CHORDS #ROWS SPACING(IN!.)
TOP
BOT
WEBS
1
2
1
THIS TRUSS I5 DESIGNED TO SUPPORT VERTICAL
LOADS AS DETERMINED BY OTHERS AND SHOWN ON
INPUT LISTING. VERIFICATION OF LOADING,
DEFLECTION LIMITATIONS, FRAMING METHODS,
WIND BRACING OR OTHER LATERAL BRACING THAT
I5 ALWAYS REQUIRED, IS THE RESPONSIBILITY
OF THE PROJECT ARCHITECT OR ENGINEER.
PROVIDE EQUAL TRANSFER OF CONCENTRATED
LOADS TO EACH PLY, BY OTHERS.
9
Lumber
N0.1
N0.1
NO.1
N0.1
12.0
3.0
12.0
D.K5015 SO.PINE
0.1015 SO.PINE
D.1015 SO.PINE
KD15 SO. PINE
8
6 9 0
12
15
DESIGN CRITERIA
TOP CH. LL-
DL-
HOT CH. LL-
DL-
TOTAL LOAD-
17
15
0
10
42
SPACING- 24 IN. C/C
HIP SETBACK - 6- 9- 0( C )
INPUT DEFL. L/240
PSF
PSF
PSF
PSF
PSF
INCREASES(PER CENT)
LUMBER- 10 NAIL- 10
TCE L5- 0 BCH L5- 0
NAIL VALUES(PSI) NET
CHORDS WEBS
MAX MIN MAX MIN
GNA20 227 227 227 227
T
3- 1-13
1 2
Gnaw Canned d s9nmrene well not m barman.
Tabowary ne a rrr,nu Mare for Wang =rowan
Woe and swamp bare bnaa WWI be clasped ant
NUNN lb inns. sb ban an to 00 N he
Al ra 370 I al 0000170 ar Inawwsw ewmae.
maw Man anon ban m WOW a
ve
corrobnont
Cars nest w azarclawl a bawl comment a• orcao
Wane r .w are . any p ' we anode. v wane i ae
re awgn er d a c a .
nor Ge Y Synder, k wwd nor d arm annul mar o be emlltlsat Carers, meol:'ers
W
wwlepa+of cmlwvena.
90. Ora WW1 an Ma nbnnaben nation a be proverb a Gan wria4
Sperm. K wen Cat o be capon In bone 1 n part b ma r
urnopoaa it wmaabm al pe IeM 0oa awns. Haa or In an ore, wry
banana T7 we o
e f t 000 =Reran rant WW 00 swine
by ro mp. r of ro
Caep0.1 swua
Obain ml 1 unwary 3.3.1 In aw a n/b 79001 are IWNeeory /em
ro mapw arum awn Iwaween nor 10 0 l
a ro neepf w n I IWe m10np war
nqueowend, DO NOT Wren Pi MINIM a 091100 an DESIGN. Genw.Nw
9/smna. be 0
unwed eny as�711W pm 01. 1101 m re Ono a ma
NI 1>mal an m2 meawa e b
Nand WNW. eau Remmers are
wane .rater
Wel flea .ties. rfnrM N m
m awwry wamo cud war rdr.
Ora owners an resumer o ve
Wanly mowed by mmarwd,
wale m amm mamm.
RsirwM el aMl bead are
aa� wn sbn' mod er ne memet
a W bofma M We
mmwofrotmwemsnaps
aamanc Ir One an muuhcwrao n TPL
darn melt be roans on bra ram
0717e umber win ass fry ans»ama.
Pam mutes e ns elm 4wp orb
cw0dq Wen.
Raw b ro Aumtnna joint Wan
vein Io Winn o' a
1 t cederWIC dbaya c
rtaT bnwrw. mIWn plats
dmmuWmrulrarflwt iamb nwa one
tlmenam flown
Lurr*w matbwr • tram
n Yon.
al Wren
W a IV On WW1 wean
wean NO NNW b maw
Own Po pan wadlw
Design Criteria
Tm moan ee . tie
a
10030 a. ample e n
wa1ni 30730 0
Mor r
Oo a: nei 1 NOS.
ARG ma Tdl
F. E. BLDR.
/ HGT2 31,4E Y' ) GANG NAIL DESIGN BY FLA.TRUSS 5061 SW 36 ST. FT .LAUD . FL 33319
IMPORTANT: READ -ALL -NOTES ON THIS DRAWING!
CONTRACTOR F.E. BUILDERS
H37
GANG NAIL DESIGN BY FLA.TRUSS 5061 SW 36 ST. FT.LAUD. FL 33314
FL-
7 F3 -19A
.0 TYPE.
1 HLOI GNA20
2 1011 GNA20
3 CR11 GNA20
4 CR02 GNA20
N LEN % (MEMBER)
MEMBR FORCE
FR -TO (LBS)
3.0% 4.7
2.0% 2.3
2.0% 2.3
3.0% 3.9
DESIGN SPECS. FOR LIGHT METAL PLATE
CONNECTED WOOD TRUSSES, TP1,1985
1- 2 619C
2 - 3 O
3- 4 271C
.- 1 5940
C H O R D S
HOR OISP SLOPE /12
FT -IN-SX DEPTH IN
5- 5- 1
4- 5 -12
0- 0- 0
9 -10 -13
3.536
3.536
- 35.000 D
0.000
FAX. PURLIO SPACE- 0.0 F' , MAX. UOBRACED BOT.CH. LEN.- 10.0 F1.
REFER TO GANG -NAIL TECHNICAL BULLETIN "e" PLYWOOD SHEATHING REQUIRED ON TOP CHORD
e 164 FOR FRAMING PRODUCTS APPLICATION
NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS
LUM3ERLOK "KSTC" RECOMMENDED FOR LATERAL ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD
RESTRAINT OF NON - BEARING PARTITION WALLS BE NAILED TO TRUSS MEMBERS WITH MINIMUM. OF 2 -10D COMMON WIRE
NAILS. PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS
LUM3ERLOK "KH2.5" RECOMMENDED FOR TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS.
CONNECTION OF TRUSS TO BEARING WALLS
GROSS BAG
REACT IN -SX
496 3- 8
635 3- 8
HEEL -L- 3/16
4 -15,I
MAXIMUM W E B S CO1C LOAD CHORDS SIZE LUMBER DESCRIPTION
LOAD UNBRAC. MEMBR FORCE .. LBS
(PLF) LENGTH FR -TO (LBS) - 3 2X 4 N0.2 KD15 S0. FINE
1 64 3- 4 2X 4 00.3 0015 S1. PINE
45.5 0.0 2- 4 6310 4- 1 2% 4 00.2 K015 SO. PINE
128.5 0.0
0.0 6.0 ALL WEBS 2% 4 N0.3 K015 S0. PINE
24.7 10.0
9 -10 -13
3- 2 -10
DESIGN CRITERIA
TOP CH. LL-
DL-
BOT CH. LL-
DI,-
TOTAL LOAD-
20
15
0
30
45
INPUT DEFL. L/240
PSF
PSS
PS-
PSF
PSF
SPACING- 24 IN. C/C
HIP SETBACK - 7- 0- 0( C )
INCREASES(PER CENT)
LUMBER- 10 NAIL- 10
TCH LS- 0 808•1.0- 0
NAIL VALUES(PSI) NET
CHORDS WEBS
MAX MIN MAX MIN
GNA20 227 227 227 227
LEFT OVERHANG ■ 1- 4 -15
Handling E. Erection
Lamm Moyne d cnn0anen0 ]a3 not be crine000.
Tenpvery are temunem Veen IM mend component
pee* e"0 tor resteng Woe, tome shell 0o craved are
Glop 07 orers. No lobs an to cr ep01m to 0e
coremm1 vt0 e'e al Mace; arc e v elp ere canner.
Al no 0. Vel Imps Dream Nn teemn Was be aped t0
Pe orreve r:
Care .Tue . be vented 71 co
010 0.0 >o @n^ r Mum
s
bea.,re e nvc Am u3 mmpenr Rosa
eem aaraaae reraee.
roes ene** s n am d
r . nc. eennae m enrol are vane
Alp M no tepncatm, Dam ng, rumen me
Dean, 01 cY.pM0n0.
Miscellaneous Inlonnation
Bracing Information
Tres pats sec are Pe nbnna00n tenon r oe 0mperp 0' 0angf2au
Sramms. re are EDI a 30 von in .Ina of n pan or used t
umMam a 01 re lee, dnbte0 teen M m e ry 0ner wry
decloem O uses b• brain; nermaeon to Dews
Ire uv 0 30nporenl 1 be soirees 07 Ie caner at de
anon esucva
00801 e1 repeaserf mo cpm3lances. serene are Ireeucl0n Ron
Ile manner ere com00e]Ware mere Deng rue mermen:
d dem ceeka leer awe ccm cr
not eel lose Dulden cam
DO ranee DO NOT USE THIS DES GR.
• parr; n aorleo c a sane, 0arp at *sena. 171.
m e
p Der re several de oI en mom ne bale M dale
0mn R C.1.110• ma mT C.1.110• an
Me Mown on on eve 3 argren
Al lateral Deere meek. b Iv
Once; Ingsvpl8 web Penmen end
Erne 00 nse1100.
Wo MOBS Deem rm2ire0 en m
De 23u09 wee03 earn me Meer.
One mermen ara amen 01 be
' an o nlmm ng.
''atRor re]
an n: o: Moral velvets. Vamp .Ian
add 00na Drew* br re creel
0 to De 0r0Vicr0 Or ne
00;rer 01 em 0on0ea sneer,
Connector Hardware
CMneca pan are nUmh Wm0In
aemeemeen TPl
Ram must de 31nae0 an 0371 h00s
ere turbo en 7171 b*r enneVe .
Pam eel cr w ee 40S, Vere are
cR ev a Ina Au1Tms] 13311 man
sleet t O hens ant VMS and
pate lyealme. 3' Roamn pales
pets wens a ]
ara !MM. V er
Lumber
tumbler Pastime • gam
mark Ron an verse.
iretaecton Owen 011 eel
0
vioin a veal o v s
den W gram Keeilm
Design Criteria
1 o Dye
mat m »n me
aa em Is a n n
a0sa 0 nse an
Pe en D.
AD WTI v TPI.
l 1 DS
�] d c
IMPORTANT READ ALL NOTES ON THIS DRAWING!
3202*
0.ar
0.21
CONTRACTOR F.E. BUILDERS
7 F3 -19A
TYPE
I HLC3 C0020
2 IN11 GNA20
3 0011 GNA20
4 CRO2 05020
GROSS
JT REACT
1 463
4 590
HEEL -L- 3/16
BRG
IN -SX
3- 8
3- 8
K LEN Y X (MEMBER)
MEM.BR
90 -10
3.0X 4.7
2.08 2.3
2.0% 2.3
3.0% 3.9
DESIGN SPECS. FOR LIGHT METAL PLATF.
CONNECTED WOOD TRUSSES, TPI,1985
REFER TO GANG -NAIL TECHNICAL BULLETIN
9 164 FOR FRAMING PRODUCTS APPLICATION
LUMBERLOK "KSTC" RECOMMENDED FOR LATERAL
RESTRAINT OF NON- BEARING PARTITION WALLS
LUMBERLOK "KH2.5" RECOMMENDED FOR
CONNECTION OF TRUSS TO BEARING WALLS
Fi369
C H O R D S
FORCE HOR DISP SLOPE /12 LOAD
(LBS) eT -IN -SX DEPTH IN (PLF)
1
1-
2 5710 5- 2 -15 3.536 43.9 0.0 2- 4 5820
2- 3 0 4- 3 -10 3.53E 123.8 0.0
3- 4 250C 0- 0- 0- 33.750 D 0.8 6.0
4- 1 5487 9- 6- 9 0.000 23.9 10.0
MAX. PURLIN SPACE- 0.0 FT. . MAX. 853050ED BOTCH. LEN.- 10.0 FT.
PLYWOOD SHEATHING REQUIRED ON TOP CHORD ""
NOTE! LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS
ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD
BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2 -10D COMMON WIRE
NAILS. PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS
TC RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS.
9 6 9
GANG NAIL DESIGN BY FLA.TRUSS 5061 SW 36 ST. FT.LAUD. FL 33314
FL'
50018UM W E B S
UNBRAC. ME.MBR FORCE
LENGTH FR -TO (LBS)
CONC LOAD CHORDS SIZE LUMBER DESCRIPTION
LBS
1'
IMPORTANT READ ALL NOTES ON THIS DRAWING!
1- 3 20 4 NO.2 MD15 SO. PINE
62 3- 4 2% 4 N0.3 KD15 SO. PINE
4- 1 2% 4 N0.2 K015 SO. PINE
ALL WEBS 2% 4 N0.3 KD15 S0. PINE
DESIGN CRITERIA
TOP CH. LL- 20
DLL 15
BOT CH. LL- 0
DL- 10
TOTAL LOAD- 45
SPACING- 24 IN. C/C
HIP SETBACK - 6- 9- 0( C )
INPUT DEFL. L/240
3NCREASES(PER CENT)
LUMBER- 10 NAIL- 10
TCH LS- 0 BCH LS- 0
NAIL VALUES(PSI) NET
CHORDS WEBS
MAX MIN MAX MIN
GNA20 227 227 227 227
LEFT OVERHANG ■ 1- 4 -
Handling A Erection
Canes narmnp 01 c3no1nenS 3111 not DO perms .
T3mosary sM Dermanent once5 for Mang eommrea
Wm0 0M br reach. 41.4 bras 42111 De oeayee arta
in 00 .Y
07 a. No 123 n 0. a to De Merl M
t0
e�f1 all. a3 or00a9 aM hsernC3 an torten!.
AI no 0me Intl loofa praam Ilan Conn bap be appiea to
0e mm,onan:
Gm e: 32 werce. 0 0m3e 00mp00 nt at
3037 Opacts 00 n ® u0. an ormany D 0. fteac
21 41
n .ny onlm an n
ano moos..
vm G a n 0 e5 2 2 1 0 terns, inc. Damns 7e mnam aM acc20
no 0:10 for he IaDncaem. taroT, storm. ana
�rautaDr. o. coma. b.
Miscellaneous Intormat ion
Ms am mac: am ow nbrmaten roman D re 0130309 Cf 0479841!
503113. Cr. aM is ml o De
be DDa In *DM of n pan w us. for
Yarn e0 exchtbon 01 0e hems Oncl0ae0 hems a eh ober say
CS10]C v u4b b Itmrin9 nbr7Nmn o 40en
TM use c: Rs mmpGrent *20! De 4po[Ila3 by he Ce3Pe1 Of o1
comma r0cora
Oem^ at 7ecaaaan cot catbanes. • 0 aro h ril Rom
DO * 1 30 0f0e Comm**WNC4n 001. 73031004 3o m 0201
aut
II ? n n o meal coca t. cope
mew
ruem. DO MOT USE TN15 DESIGN ?
Wren C11
01 4 mum; a Immo • as oa. 0arm1N*7 re 10 00*3 .
40 In. D
1(010 m
fry A noun 0 C". of 3 Warm Oa. o eats
wocce reu me Sea m] Gr
ner WO m on a
Bracing Intormation
51 Mehl Dram. soeG1e0 0 b
br1ca9 ...a' web nemODS an0
met De mate .
Wm Oaea wen re.. an to
De Chan a marrows marrows a assn M to be
Iateraanea by shun..
Dunne n u or coi 0 n.
I; 04,4
ReMII I Iaetal b 0 0 0 00
2 a
abbona m; o. 0 ra'I
syucom la co ce O Dr rte
casperm 01 ne combo. anew.
Connector Hardware
Ceeecv 02103 413 marufacbr30 In
*mWasnca rah TPL
Perm num De S ales on DM acs
of oe bnoa ion he. bly /1.3023.
Ptah mu]: be DIM 4A. Ca1C3 aM
capaep 02
Robe o he SabTmn Wou steel aa 10
b In0Gr0 N ton: types
We bum.. P.D. cats
do a rne l lyenr, .11 21!.04] Pm
Lumber
Wemer met Dears Grape
ban pn 111170 on ea0u aM rru
De 0' M ewe eV spoof3
Moon art apwl o e 0303?
nen Ow Ra ®1201100
Design Criteria
a. rus
Imf mateaa ap 0 001 we
m0aama .110.10 n
04 mm ion 01 505.
ARC aM TPL
PSF
PSF
PSF
PSF
PSF
37+11111
c.tl
[.511
CONTRACTOR F.E. BUILDERS
HJ5
GANG NAIL DESIGN BY FLA.TRUSS 5061 SW 36 ST. FT.LAUD. FL 33314
FL'
F3 -19A
JT TYPE
1 H1,01 GNA20
2 1N11 GNA20
3 CR11 GNA20
4 CR02 GNA20
DESIGN SPECS. FOR LIGHT META:. PLATE
CONNECTED WOOD TRUSSES, 721,1985
REFER TO GANG -NAIL TECHNICAL BULLETIN
! 164 FOR FRAMING PRODUCTS APPLICATION
LUMBERLOK "65TC" RECOMMENDED FOR LATERAL
RESTRAINT OF NON-BEARING PART_ITI0? WALLS
LUMBERLO6 "KH2.5" RECOMMENDED FOR
CONNECTION OF TRUSS TO 8EARING WALLS
GROSS BAG
JT REACT IN -SX
1 265 3- 8
4 319 3- 8
HEEL -L- 3/16
W LEN Y X (915666R)
3.0X 4.7
2.OX 2.3
2.05 2.3
3.00 3.9
MEMBR FORCE
FR -TO (LBS)
1- 2
2- 3
3- 4
4 - 1
2900
1280
278T
C H O R D S MAXIMUM W E B S CONC LOAD
HOR DISP SLOPE /12 LOAD UNBRAC. )4EM.BR FORCE JT LBS
FT -IN -SX DEPTH IN (PLF) LENGTH FR -TO (LOS)
4- 0- 1
0 3- 0 -12
0- 0- 0
7- 0 -14
3.536
3.536
- 25.000 D
0.000
7- 0 -14
33.0
91.3
0.0
17.7
0.0 2- 4 298C
0.0
6.0
10.0
MAX. PURLIN SPACE- 0.0 FT. MAX. UNB9A0ED 600.06. LEN.. 10.0 FT.
•" PLYWOOD SHEATHING REQUIRED ON TOP CHORD 11 '
NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS
ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD
BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2 -10D COMMON WIRE
NAILS. PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS
TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS.
El
4
I
CHORDS SIZE LUMBER DESCRIPTION
1- 3 2% 4 N0.2 K015 SO. PINE
1 46 3- 4 2% 4 N0.3 KD15 SO. PINE
4- 1 2% 4 N0.2 KD15 SC. PINE
ALL WEBS 2X 4 N0.3 KD15 SO. PINE
DESIGN CRITERIA
TOP CH. LL- 20
DI.= 15
BOT CH. LI.- 0
DL- 10
TOTAL LOAD- 45
SPACING- 24 IN. 0/C
HIP SETBACK 5- 0- 0( C )
INPUT DEFL. L/240
PSF
PSF
PSI
PSF
?SF
INCREA5E5(PER CENT)
LUMBER- 10 NAIL- 30
TCH 1,5- 0 BCH LS- 0
NAIL VALUES(PSI) NET
CHORDS WEBS
MAX MIN MAX MIN
GNA20 227 227 227 227
LEFT OVERHANG - 1- 4 -15
Handling 8 Erection
Groan raring at [wmmneno stall not De pennaee.
Truancy 'msnmt brows for Wens ronoololl
D umb and tr W Into; pest bates 30*0 m 0090031 ana
rnaY•C y 037119. No loam an to Do sa0Y31 O ne
AI 0 s
110 eve lmnp one ran 12.0037 b303 00 p .
3 10
• 0,0,91137u9:
Gars must m ••01,03e. d
,03e0 n insa compenl n roper
0010 1; M am moony on p, a pony s•uC. RO• 1
31 9000.12 eennassanree mane.
ro Gan¢Nad 3 31 5ysen roc. nemeses re coned am 20.003 b an obnul°, n•rcnG, nprna: t
,n12lalmn of cdresan0.
Miscellaneous Information
Bracing Information Connector Hardware
Lumber
This 0112 Taal are 3711 371037,1110,37 twreon a Om propene 01 Congeal All I• b
anon; sondes] 3 ' Co 0
Connector 0133 m
an aruluWna n
SY1am9. Inc. are D rot o be [voted In %role of n pan or 1111E b r
• bc% 3,008:11 %00 mamma one ottoman. ten TPL
neunl
d3 asp 000' 01 re l ane 090013E san ar Or 1 n Try oiler Way rte natal.. t must be naalleb on Con laces
00Im31 o ono b mT
bnp n1Fm031n Maness meal m 31 0309 en0a 73111 ar b 01 L'M UMW nn I31m pry enwoma.
Tna use a' 033 0,08511 wall 0e sps11a0 by M meow of 0e 0e ewes Senn leap em *nos. Pates mon be of M era. wee a1*
Me sa
COmdaa n T`tara 9 m On t13
11 anner uT mens
b Oa [119.019 a
Do recaaaa , tom con•000/10 pf0rc. •ao 00 4010.00 Mil lateralY y 1317. Rai. • noT 013 pn1 Oeail
PM a0 1 3 frw 0' 830 0 n
0b113og3 911
INS mm00ren ; ace .: Id oa
: Donna or co. a.: lnuore a I�M,pea am Design Criteria
• n 1901 0 &Owe sloes ; mom local !003 [ earn ; I ea among 10 3ne pee 0[1103
3. P rp Ina asp n
raW 1 011 01 DO NOT USE THIS DESIGN. gallons' m Sr l a nicely 0, Ants union maiden Boodle, a n
0 f *4cur1 C WV 333115. Gvp.N1 512 m 31379, o,0*' 3 011;11137 d o 1 9+Np1e
0040 01 . 3 311
es p.0911371E o nn t On 'n
300350117 011 �On 0090 wep
5 3711 F9 ' 00590, 5: ere cpTmi•:a a[ ARC %m TFL I NDS.
00,10 oy70 OJS0 am 9n0
W near MUM WV • gaol
Iron • 310,90.0
nun rao•n3n aeeau •n neat
03 d ro 3 an ale a sage
snow, 331 3390 b o MCar
Pen 311 once 90,0113
IMPORTANT: READ ALL NOTES ON THIS DRAWING!
JUN 16,1989
F
• CONTRACTOR F.E. BUILDERS 1'J GANG NAIL DESIGN BY FLA.TRUSS 5061 SW 36 ST. FT.LAUD. FL 33314
Moo
0.110
o.fs
•
7 .3 -19A
Handling 8 Erection
Carew' narcong 0I eanlmrenO end not to comae.
Temporary are penmen bacnp Ib n20ng 00-3131111?
02m0 1110 b• non. Moo 0/000 MCI 00 mapte0 are
mate. w one's. No 00 95 are m m appLm ne
At no me marl w Ism greater Pen are learls 00 *pollee to
be Care ecercee3 to 110320 0330030?, at 2307.
• norms. ne13 ow co mm pepeny beam. Reap *T
noon Gang-Nai 533amna. * n . M conro O aro 1x30
ro 0:ir tor 3e ta0nceem. mreem. wooer. *rye
Irmarown of cwnpben0.
Miscellaneous Information
lns m2 inlet srto W ne1na1wt'worm m ee proper, • Gang.all
533378, Inc. ere i3 not O In coped in Hustle of it Pan 0 r e a
euec
ue es2oitl M 0an of Ilene 10300030 neon w any ooer way
*snows m u030 br Mooning Nb Moos
m os use
The use of Ms component umlel Oa walled by M donne a 0'e
consmosmcfoo
°corn a:l recemary cow conelan U 3 * ovals are irfNClo s Porn
emperor eeror a mere me Menem Mecum me corm 2113 comowenc
V ne cosign 2121,2 *333 s no mon leaf 0ulcmg code
reo:rer ono 00 NOT USE THIS DESIGN,
nom tro marten; ne aW10 serve 211 of M move. n: l
a mown pt
ap rye 0esm a 022
o l By M customer ? are Rm-n on MS wwng.
Bracing Intormation
NI 1terel 0'1015 meet. m tor
barmy OOW3cue' wad nommes ere
oeslM ns212m.
wm bows Mere 'spired are to
m e [nom meem " are mamma to be
nl sMiMr'C.
022232,0120/211W22. Rewire oI mere! 0,00019 are
rodeo. 0100945 br ee e'I
W m prone.
Oesy , pl M cbrmmle lMOG¢ M
Connector Hardware
Gbnecm Onic N marelmenol in
aeerram, win TPL
Nee must be 3lea11a0 on Qom lam
of M Wryest Mn 11!03 Way @Meoeo.
Names must m el he em. gauge AM
wean, Mom
Ram e M Au0Tru'ss jowl mall
Greet for aela0be or ion: re
oast locacov. Mem
773070lery Meet prim urea onre
Lumber
lu1e2r oust pear a pram
nom Iron 1repme w� and f
a M are species
Mown and coal to b mde
d en M paw =MAW
Design Criteria
Inc mot and ne
mo b r
222220 are n
210221221
,
AR liest ' NOS,
ARC and TPL
•
JT TYPE W LEN X (MEMBER)
1 HL01 GNA20 3.00 4.7
DESIGN SPECS. FOR LIGHT METAL PLATE
CONNECTED WOOD TRUSSES, TPI,1985
ADEQUATE WOOD TRUSS BEARING
IS THE RESPONSIBILITY OF
311.E BUILDING DESIGNER
REFER. TO GANG -NAIL TECHNICAL BCLLET11
t 164 FOR FRAMING PRODUCTS APPLICATION
LUM3ERLOK "KSTC" RECOMMENDED FOR LATERAL
RESTRAINT OF NON - BEARING PARTITION WALLS
LUMBERLOK "KH2.5" RECOMMENDED FOR
CONNECTION OF TRUSS TO BEARING WALLS
Jr
3
2
GROSS
REACT
385
70
245
INPUT REQRD
BAG BRG
IN-SX IN -SX
3- 8
3- 8
0 -0 1 -0
MEMBR. FORCE
FR -TO (LBS)
HEEL -L- 4/16 p 0 I(
C H O R D S MAXIMUM.
MDR DIS? SLOPE /12 LOAD UNBRAC.
FT -I8 -00 DEPTH IN (PLF) LENGTH
1- 2 0 7- 0- 0 5.000 70.0 0.0
2- 3 0 0- 0- 0 - 35.000 D 70.0 6.0
3- 1 0 7- 0- 0 0.000 20.0 10.0
MAX. PURLIN SPACE- 0.0 FT. , MAX. UNBRACED 800.08. LEN.- 10.0 F..
'•• PLYWOOD SHEATHING REQUIRED ON TO? CHORD "•^
NOTE: LATERAL BRACES AND PURLINS - NDICATED FOR TRUSS MEMBERS
ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD
BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2 -10D COMMON WIRE
NAILS. PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS
TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS.
FL*
EI
1'
CONO LOAD CHORUS
JT LBS
1- 2
70 3- 1
IMPORTANT: READ ALL NOTES ON THIS DRAWING!
SIZE LUMBER DESCRIPTION DESIGN CRITERIA
2X 4 NO.2 0)15 SO. PINE
2X 4 N0.2 KD15 50. PINE
TOP CH. LL- 20 PSF
DL- 15 PSF
BOT CH. LL- 0 PSF
DL- 10 PSF
TOTAL LOAD- 45 PSF
SPACING- 24 IN. C/C
INPUT DEFL. L/240
INCREASES(PER CENT)
LUMBER- 10 NAIL- 10
TCH LS- 15 BCH L5- 15
NAIL VALUES(PSI) NET
CHORDS
MAX MIN
GNA20 227 227
LEFT OVERHANG - 1- 0- 0
•
I I I 1 12
CONTRACTOR F.E. BUILDERS
E369
GANG NAIL DESIGN BY FLA.TRUSS 5061 SW 36 ST. FT.LAUD. FL 33314
FL*
-7 03 -19A
TYPE N LEN Y X (MEMBER)
5L01 GNA20
1 8E31 GNA20
2 CR11 GNA20
3 CR11 GNA20
DESIGN SPECS. FOR LIGHT METAL PLATE
CONNECTED WOOD TRUSSES,
3.0X 4.7
2.0% 7.0 1.25 5.50( 3- 1)
2.00 2.3
2.00 2.3
REFER TO GANG -NAIL TECHNICAL BULLETIN
4 164 FOR FRAMING PRODUCTS APPLICATION
LUMBERLO0 "MTV* RECOMMENDED FOR LATERAL
RESTRAINT OF NON- BEARING PARTITION WALLS
LUM3ERLOK "K02.5" RECOMMENDED FOR
CONNECTION OF TRUSS TO BEARING WALLS
GROSS BRG
JT REACT IN -S%
1 374 3- 8
3 304 3- 8
HEEL -L- 4/16
HEEL
WEDGE
2X 4
0EMBR FORCE
FR-TO (LES)
1- 2 0 6- 9- 0 5.000 70.0 0.0
2- 3 216C 0- 0- 0 - 33.750 D 70.0 6.0
3- 1 0 6- 9- 0 0.000 20.0 10.0
TPI,1985 MAX. PURI.I0 SPACE= 0.0 FT. MAX. UNBRACED 30T.CH. LEN:.- 10.0 FT.
" ' PLYWOOD SHEATHING REQUIRED ON TOP CHORD •'•
NOTE: LATERAL BRACES AND PURLSNS INDICATED FOR TRUSS MEMBERS
ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD
BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2 -10D 0001406 WIRE
NAILS. PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS
TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS.
1- 0- 0
C H O R D S MAXIMUM
H0R DI5P SLOPE /12 LOAD UNBRAC.
FT -IN -SX DEPTH IN (PLF) LENGTH
6- 1- 0
6- 9- 0
CONC LOAD CHORDS SIZE
JT LDS
2 2X 4
1 70 2- 3 2% 4
3. 1 2% 4
LUMBER DESCRIPTION DESIGN CRITERIA
N0.2 0.015 SO. PINE
N0.3 0015 SO. PINE
N0.2 6015 50. PINE
TOP CH. LL- 20 PSF
DL- 15 PSF
BOT CH. LL- 0 PSF
DL- 10 PSF
TOTAL LOAD- 45 PSF
SPACING- 24 IN. C/C
INPUT DEFL. L/240
INCREA500(PER CENT)
LUMBER- 10 NAIL- 10
TCH LS- 1] BCH LS- 15
NAIL VALUES(PSI) NET
CHORDS
MAX MIN
GNA20 227 227
LEFT CANTILEVER - 0- 8- 0
LEFT OVERHANG - 1- 0- 0
1
Handling 8 Erection
011e333 10111119 0: conoonmp 01011 not be 0w1,0e1.
Temop,ry 3110 oenrlenenl Prams Or Mary comment
0Um0 330 b1 303019 ear braes 3301 be memos 3110
'vsmc ^ cry Te13 No Imps 33 b m 000 3 re
003 marry el b35 nm 8a
3nn93 33 comae.
e1 no 0-e 3131 loom maw run mom baps m epoSe0 0
TO (WACTOM
CRT oe0 m nap1 component
beer, 03111}, 301 sm W. 310 13'000 p . a: 06.0 03
110103 . n .i sat -as, nt. rorcar co a m e ccmu
no ^00317 t re :emcees, narocr , ea0ne, aro
masa., 01 colmpinm.
Miscellaneous Information
1723 Wp 111m1 LT 010 nbnnam1 1e30n a 08 00perry d Gen9Nai1
expp
r urlhu05 r a 4 Iry err a am mbn 01 re Iem m s o cloys Man 0 in el p n10 m
61193"0 00 met b bmev 31 7 error wry
Tow use Of n3 0015 en1 3 W oe spetlss0 q re Wrenn of Ow
cordate sru0me
3
0e 0ov0re101 pro 0015 ee COW 1020I1 seem cans �mne ner O13/3010,0 //001
h
re 00331 . l ro saws 0033 i101 1 00 0 � � i0 we009 COW
13 00003133. DO NOT U D
SE THIS 0E5196.
wlen Ina 0nwn9 o 3:91.'9 ar0 sealee, Gne.Wl Systems. Ire. a
0930^ ~ 03y re 1P2031 0030!1 of 5e un r1 l eaw p1 ro 0339 0: We
{W1 m00, POW 301. 110 X10.011 n10o 030r19.
Bracing Intimation
NI Waal :mom s0K6ec ts br
Emery Inpv00e 0 *310011 130
MOW DO TOW..
015 & ui
0a W,T1 mne On m
m Q m mercers 7 0 rcm are ass ume m Oe
I11e31y ram1 mpre;.
Dunne n wend nu 11 mesa.
Romeino : meet 110 0 0 0 `
e 06e0ru C, mr 110 WOW
u m3 G OronmO by ro
WWWW, 01 ee 0WWW0 "0140000
Connector Hardware
C001005? pulp 33 mnee0mro0 In
amemannteniaL
Peep mat ea reelb0 0n 0001 apse
0l0m Wnter 0101 be0 Ny em00am0.
Rely mat m e reme 0W0e 5m
040097 stow,
Rev 5 re aaerm a P. me9
new ID mtrons a to * 1 0 wan r5
mien ORMR0y WW1 1001W p en D
ur
a 3 m
Lumber
Maw must war • gam
TWA 1193 en r a roved
l Carew tlu • run
ol re we pm MOW
mom we *OM b p W On
don pro 93m WOC303
Design Criteria
ltamb meson n
3umpnuw 00n00rni„
be Most moron 01 NOS.
*ITC rob TPL
IMPORTANT READ ALL NOTES ON THIS DRAWING!
7 .93 -19A
CONTRACTOR F.E. BUILDERS
Handlings Erection
Can.], funding 01 conomenm stall not oe oncost
Temearr oemerent M0ced 10 7012,19 comment
arum and 10 taming Were tones snail be 0nc o
es t or cram No Iona • aaeic th
to e
c c
o until alb all bound anal 101001.191 are ammo*.
*170 tade snail laps dream elan ne190 0001110 spoked to
0! 11 '
Gare em m � 110513 m 0021 compotes,
00'0 oO 0900 110 *n. 0, mono) Mimeo. Rear •0
n:s,
noes n are canon a111sn d.
rca nomad
,0 *100 Srtsne, . e e. fi es canna. a 0 100
airy M no Ie -catm. na n: amp. s
Ireohatin of cod:men *.
Miscellaneous Intonation
Tres ciao finest eta 1110 nbrnnon lemon eon 0000 l d GangNall
Seam. 00. 000 11 not 0 be coow0 In a 0202011 *n of in 1 b *see b
ram 013 of Ire ter Cecl0100 M w
en b at wry one wry
Ol1oan O*en Cr ens; narration to rows
rTne use et ] 1 eel Oe apeman by the emdner d re
[om
Orlin CI um 07 eon [wf3lence. a0Oba1, arc iranctions I971
r0, i m he ceson dads coma Ion me me r> too moo
0 s .. ion' 1 ouland cots
requoemera� 00 NOT USE THIS DDES GN.
Word a 0aen9 a scrod erc sealed. Garp.Na0 a tons. Irt. e
tx •wc0r ai boson of re cm some n mein ce
m 102
0 07 me cammer am !roan 00 ms mend.
Bracing Intoration
Al lateral be0� specified 0 tot
ba aroma. aro 0 roomers one
trust mated.
Wm traces ware recent are to
thr seal top ran n
g web langJnrd es mnnns are enamel m De
Wins n > o win g molE f1st .. Iearr,C. by
Restraint of Renal ma nn and
e niece' g tor the all
e WIT to be PANine
0.19781010. tanks. swage
Connector Hardware
Unmoor dim he ma1Nl0Orad In
• n TPl
Pasw ales mat to ae21[w on nn bee
of g0, LmOW WI tarn Lai 0 meeeni.
Palm cm: Co of the fie. muse and
mama St •roan
0 00 Auto pint moll
scant to Immns of 1 I*7 ont rams and
57171enew tenor. 1 Ions *r mu
Onlansoa are o mown
Lumber
W moor most war • gran
lath 010,1 an awed
Iregecan hem as mist
be of ne sae Hawn end equal m beam
Van he gram 0tsci1n
Design Criteria
leo entomb swath the
a In
suwonaat o veto
ow Woo: ? NOS.
ARC em T79
J' TYPE N LEN Y X (MEMBER)
1 HL01 GNA20 3.0X 4.7
DESIGN SPECS. FOR LIGHT METAL PLATE
CONNECTED WOOD TRUSSES, TP1,1985
ADEQUATE WOOD .TRUSS BEARING
I5 T 0 RESPONSIBILITY OF
10,E BUILDING DESIGNER
REFER TO GANG-NAIL TECHNICAL BULLETIN
i 164 FOR FRAMING PRODUCTS APPLICATION
LIM3ERLOK "KSTC' RECOMMENDED FOR LATERAL
RESTRAINT OF NON- BEARING PARTITION WALLS
LUM3ERLOK . K02.5" RECOMMENDED FOR
CONNECTION OF TRUSS TO 81.001NG WALLS
INPUT REQRD
GROSS BRG BRG
JT REACT IN -5X IN -SX
295 3- 8
3 50 3- 8
2 175 0- 0 1- 0
HEEL -L- 4/16
M1N.BR FORCE
FR -TO (LBO)
2 0 5- 0- 0 5.000 70.0 0.0
2- 3 0 0- 0- 0 - 25.000 C 70.0 6.0
3- 1 0 5- 0- 0 0.000 20.0 10.0
MAX. PURLIN SPACE- 0.0 FT. , MAX. 508000ED 800.011. LEN.- 10.0 FT.
PLYWOOD SHEATHING REQUIRED ON TOP CHORD 0 *
NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS
ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD
BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2-10D COMMON WIRE
NAILS. PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS
TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS.
1- 0 - 0 4 '
E . . 1 5
C H O R D S MAXIMUM
HOP. DISP SLOPE /12 LOAD UNBRAC.
FT -IN -5% DEPTH IN (PLF) LENGTH
X88
4,
GANG NAIL DESIGN BY FLA.TRUSS 5061 SW 36 ST. FT.LAUD. FL 33314
FL
IMPORTANT: READ ALL NOTES ON THIS DRAWING!
CONC LOAD CHORDS SIZE LUMBER DESCRIPTION DESIGN CRITERIA
JT LBS
1- 2 2% 4
1 70 3- 1 2X 4
N0.2 KD15 SO. PINE TOP CH. LL= 20 PSF
N0.2 K015 SO. PINE DL- 15 PSF
BOT CH. LL- 0 PSF
DL- 10 PSF
TOTAL LOAD- 45 PSF
SPACING- 24 Itt. C/C
INPUT DEFL. L/240
INCREASES(PER CENT)
LUMBER= 10 NAIL- 10
TCH LS- 15 BCH LS- 15
NAIL VALUES(PSI) NET
CHORDS
MAX MIN
GNA20 227 227
LEFT OVERHANG - 1- 0- 0
JUN 16.1989'
FARM l.(
J;ONTRACTOR F.E. BUILDERS
CJ5A
GANG NAIL DESIGN BY FLA.TRUSS 5061 SW 36 ST. FT.LAUD. FL 33314
FL*
7 F3 -19A
J5 TYPE W LEN Y % (MEN7ER)
HLO'_ GNA20
1 WE03 GNA20
2 CR11 GNA20
3 CR11 GNA20
GROSS BRG
JT REACT IN -SX
1 295 3- 8
3 225 3- 8
HEEL-L- 4/16
3.00 4.7
2.00 7.0 1.25 5.50( 3- 11
2.OX 2.3
2.0X 2.3
DESIGN SPECS. FOR LIGHT METAL PLATE
CONNECTED WOOD TRUSSES, TPI,1985
REFER TO GANG -NAIL TECHNICAL BULLETIN
164 FOR FRAMING PRODUCTS APPLICATION
LUMBERLOK 'KSTC" RECOMMENDED FOR LATERAL
RESTRAINT OF NON- BEARING PARTITION WALLS
LUMBER1OK ^032.5' RECOMMENDED FOR
CONNECTION OF TRUSS TO BEARING WALLS
HEEL
WEDGE
2X 4
M:.MBR FORCE
FR -TO (LBS)
MAX. PURLIN SPACE- 0.0 FT. , MAX. 133080ED BOT.CH. LEN.- 10.0 FT.
PLYWOOD SHEATHING REQUIRED ON TOP CHORD
NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS
ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD
BE NAILED TC TRUSS MEMBERS WITH MINIMUM. OF 2 -10D COMMON WIRE
AILS. PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS
TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS.
11
1- 0-
C H O R D S MAXIMUM
HOR DISP SLOPE /12 LOAD UNBRAC.
FT -IN -SX DEPTH IN (PL7) LENGTH
2 0 5- 0- 0 5.000 70.0 0.0
2- 3 155C 0- 0- 0 - 25.000 D 70.0 6.0
3- 1 0 5- 0- 0 0.000 20.0 10.0
4- 4- 0
5- 0- 0
ai
CONC LOAD CHORDS SIZE LUMBER DESCRIPTION DESIGN CRITERIA
JT LBS
1- 2 2X 4 N0.2 KD15 50. PINE
70 2- 3 2% 4 N0.3 1015 S0. PINE
3- 1 2X 4 N0.2 1015 SO. PINE
TOP CH. LL- 20 FSF
Di- 15 PSF
BOT CH. LL- 0 PSF
DL- 30 PSF
TOTAL LOAD- 45 PSF
SPACING- 24 IN. C/C
INPUT DEFL. L/240
1NCREA5E5(PER CENT)
LUMBER- 10 NAIL- 10
;CH LS- 15 BCH L5- 15
NAIL VALUES(PSI) NET
CHORDS
MAX 7415
GNA20 227 227
LEFT CANTILEVER - 0- 8- 0
LEFT OVERHANG - 1- 0- 0
1 1 1
0
I 2
Handling & Erection
Careen name; 0! components Salt rel M {twinned.
Temporary Inc 0511118002 teen; ler rdOn; COmponen
wno Inc 0• (511!8; la00 tones a *5l Oa c.v. ar0
egid 00 res
o. Nc Imo= o= we be Inc
Ce al
1 eta alter al 0 0,
anon; nn3303 are CM01ete.
At no oa WWI 10003 presto run 053 ;n bees M 3pp1a0 to
pre 0038321
Care
n stn m a.erme0 O 010 ra 0 o comae� R
t al
Ma repon0, ps von u pro1ny . ME arm
and men am 005 ;8 mamma 1010 necaec.
Gana he Soo, Ps. no seem to re I moats% 101100;, seem= a.
rnaoaamn cl ca'Omnn.
Miscellaneous Information
Tres 0211 t a Pe 00rtna0 moron mon a property el Gary
Sefton. ale. Inc a at Is be eo0me In erne 01 n part or upon ter
• Moreee 0ota0 0 01 Ole Owns emoted norm or In airy WWI
one, w
10010510 a
o• sopa t 115380 Worms en
Tree Y 01 53 u
1 0ompWanl v1 De O OM+ apa11100 07 re anew N 0e
comes ! 10,
Opera N 01 necessary Cam con 0001'. uS aeaurals a0 unNCSpR from
78 1! N� 111. 0 801¢: �a0boo ctin More s cormorant meet 033009 c not
requ ena. 00 POT USE DOS 0690(0. a
aern9 0 a 10a0n 03x0.5 em
03 Systems, Itt. 8
te 0ren; o ry a s a s rat anon of 78 I a0wn Oa Mss 0 M0
ponce Oy era =steer are shown On Pus ownp.
Bracing Int ormation
A:1 Ia�ni Doody apectS.0 a tor n
toned rimet wets m3moas one
a wo n Ma� *Wee reuurea an m along web tirSo.
Do ry 5 ser mum. Cnen a are mun 3 to
3
eteely r rnrec or 111.11,11119.
teens iv o f Pool Do arm
3 08as0• mean{ er r 3
Conner 0' re c re va re
Connector Hardware
Gonecer rates an manamynn m
amor3aneeeln TPL
P111050351507885081810 0053
01784731e00.mI0yer
Pacts mum: M 8 re Yoe. 331;3 arm
c4aie amen.
rub, o ne Au0Tru0 pre+! nil
3
0 31* to Minton a ��� 7x3 r0
57 Ocatev. PMim 3 po
m'an n iy are moti.
Lumber
Witter mu.' Mar a pram
n m
nu f �10
i aoa bureau a a
M o! 78 pre 010 5010153
sewn re 8 0 0001
78n t: past =00110
Design Criteria
ma
u n :14 we
ie: ru e,
V ones b� oty I ra 0
al 11031 NO5.
ARC are TPt s
IMPORTANT: READ ALL NOTES ON THIS DRAWING!
.1
A GANG NAIL DESIGN BY FLA.TRUSS 5061 SW 36 ST. FT.LAUD. FL 33314
FL'
C F.E. BUILDERS
CJ5B
1 F3 -190
JT TYPE N LEI: _ X (MEMBER)
1 r.L01 GNA20 3.00 4.7
1 WE01 GNA20 2.00 7.8 1.75 10.25( 3 - 1)
2 CR11 GNA20 2.0X 2.3
3 CR11 GNA20 2.0X 2.3
DESIGN SPECS. FOR LIGHT METAL PLATE
CONNECTED WOOD TRUSSES, TP 1,1985
REFER TO GANG -NAIL TECHNICAL BULLETIN
i 164 FOR FRAMING PRODUCTS APPLICATION
LUMBE.RLOK "XSTC" RECOMMENDED FOR LATERAL
RESTRAINT OF NON - BEARING PARTITION WALLS
LUMBERLOK "KH2.5" RECOMMENDED FOR
CONNECTION OF TRUSS TO BEARING WALLS
GROSS BRG
JT REACT IN -SX
1 295 3- 6
3 225 3- 8
HEEL -L- 4/16
HEEL
WEDGE
2X 6
MEM3R
.R -TO
2- 3
3 - 1
MAX. PORLIN SPACE- 0.0 FT. , MAX. UNBRACED BOTCH. LEN.- 10.0 FT.
••' PLYWOOD SHEATHING REQUIRED ON TO? CHORD •••
8000: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS
ARE REOUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD
BE NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2-10D COMMON WIRE
NAILS. PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS
T3 RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS.
1— 0— C- o- o 1
FORCE
(LBS)
u
155C
0
C H O R D S MAXIMUM
HOR DTSP SLOPE /12 LOAD UNBRAC.
FT-IN -S0 DEPTH IN (PLF) LENGTH
5- 0- 0 5.000 70.0 0.0
0- 0- 0 - 25.000 D 70.0 6.0
5- 0- 0 0.000 20.0 10.0
5 - 0- 0
4 - 0- 0
El
1'
CON( LOAD CHORDS
JT LBS
1- 2
1 70 2-
3- 1
SIZE LUMBER DESCRIPTION
20 4
2X 4
2X 4
N0.2 8015 SO. PINE
NO.3 1(015 50. PINE
N0.2 8.015 50. PINE
DESIGN CRITERIA
TOP CH. LL- 20
DL- 15
BOT CH. LL- 0
DL- 10
TOTAL LOAD- 45
SPACING- 24 IN.
INPUT DEFL. L/240
PSF
PSF
PSF
PSF
P5?
C/C
INCREASES(PER CENT)
LUMBER- 10 NAIL- 10
TCH LS- 15 BCH LS- 15
NAIL VALUES(PSI) NET
CHORDS
MAX MIN
GNA20 227 227
LEFT CANTILEVER ■ 1- 0- 0
LEFT OVERHANG - 1- 0- 0
I 2
Handling 8 Erection
Ganes Memo a canmen5 veil not as pemfvs.
1enoaary perm0enl bream ter mom cWflaent
porno am b 1000105 mua tortes anal be cosmos anal
weals w ren. N s o twos are o ea mop a re
concenalt Lee ar al ma% um harms• are comma.
At no pee mail Item wearer elan 00.511 4000 00 •pel0 m
re comone
Care lea: be 0.02300 0 Ina1e cormorant al voter
mass nmc 0:10 up. are areal name. Peas
n o
beam; n reseal arr cs te
13 caned t
tea me.
arer
moss S arty reseal
Systems. tems 70 as1
coo resszz oenrre inc. Imam, foreman;, Tamara am
Miscellaneous Information
Ins alas T.m: am pee ntormmmn rmnan u Da aobere of Ganomail
Symms. Inc. a t be copes in ona0 or n o uses
il umpv b•
ee el a m al m n co
msm 01 re lamp maim. saran a ary om wry
axiom vane b 1 tntara 1 hbm00m m nears
Tile use of ne conpomu anal se medlar] by M oa3pmr ce ea
mamemsracum
Oman ri mamas con. c.mlmnces, .Palle 1 1 o
re mama, of s 5,710103 swcare berme usno ns .a0 nr,
us �� re Ira,
ll he es Wee ems al Wren; meet lose eena coos
bry
romam. DO MOT USE THIS DESGN.
Wren Yana one seam(. Gars : Symms. 12.
a e
amwrm am iv :chrel pe7pn of ee 1.1114 rat, a mm
oroweao vY my a one Toren m Cn alma.
Bracing Information
All Lamar mows spacilem o for
ammo irmrmu0 31 m merman at
.nm.
� mc a•n.e mare remireal are to
be moan mum ram was anon
UaS mambas re assumes r be
Ia:mry merman.
Tama q memo,
ei a
unRe alt at meal amino mw
a0al5ona a m N ma wear
veemmr 01 to 5010404 n^uceee
Connector Hardware
Commas 04110 am maehc0,e in
usomame
3111 TPL
Ram must be bmllaa en pen has
et M tamer 3111 mm uer woaomc.
Ram most pece h we. oboe and
cawing a merm
Rear 0 ne ainemn pall mull
sweet roe mamma e t noes arm
lam toamns. Pmlwn mm
mca nl
eemns am ar.m. v.
Lumber
tomear moat rearm man.
n
ran an emrer00
itemrle1 eoaae and most
O a. re sat rte mails
law mat m a peter
Won Ow peas weells
Design Criteria
Im mean arm re
massn5 wow a e
mamma aemin vim
ore Yea maven 01 NOS.
191113
IMPORTANT: READ ALL NOTES ON THIS DRAWING!
F3 -19A
.1T TYPE
JT
1
3
•
CONTRACTOR F.E. BUILDERS
Handlinq 8 Erection
Came,, naming or carlwnene stall re: Pe peers/tab
Tenmblry perm0anl bracing for component
P.M be meats emm ones stte3 Pe mow and
imam by ones. No lam are to 03 me. to Me
common., we alto 00 brave s1( Malm s connem.
At no ens seam Maas green nn dfM9n loam m appaed
n component
Gam must w e m im comment ent at mow
poem pon sloe u e up, rem osoPeny Demo. Razz la
nom neremn Systems. any o WWI animates Mao.
vale am re ta°nrs0r Nmlo,1. f
w atat m n al Cblebnmm.
Miscellaneous Information
T,1S Data steel am Om etbmatmn remora a re pommy b Garg.N.11
&mornst n. em is rot to IN 001.0 m anon of in pan Or 11030 lot
unauncrtrad @socket. of a1* rem Denosm Imam or m Dry cart may
azl us br Interim nbemeon m oven
Tne ed use of M0 comment Mel be apecile0 by me mapper °r n
complete sneers
Goan all ream., cow ebmbbn.es, 0dbaale are ImPuceom torn
a(9ma? of n Conmee structure mere vend co comment v. d me m ran 0smo 01( W. meal 0101* R ean@ 00
nt0. DO NOT USE MSS 10*9N. 0
mernn
uwmn ar snot, GamiNat Sesta/It. Ia rs
00030'ng ay re Mount mean of n um snot. w n bans 01 cam
voe by 01( darner arm anmm n, Ma zero.
Brac)nq Information
Connector Hardware
AO lateral macre aaeoln a IS
Warn; irencue are member, arm
must m Melba.
Web barn teem r<mlrad an m
00 e0ualy spaces Mons lengn
Grand m mema as assumed b be
laterally ° by amaMp,
MAIM. CO Y 00
Restrains 01 t Meal
omens and
00e som% Womb b< bet
animas oesgner min m promo. Conbte smarm. n
p
Go+mcmr plasm as mvulzmrea In
a®r°ame min TPL
PM.m must be mated on eon 00,
PI a Pates m Pa re 0A. Serge .10
Omen
ao ry Rorer n 0.11(110,, prat mail
rest Ms wantons C t types and
stem caaore. a1* tw plates
Mmencally 0041: lone VMS
CMrtNPm en rw.
Lumber
W1(M must my • pram
maA pen en abbom0
mouton beau um mist
Pe e' M me mo sewn
rwn 91 fast a r mar
Men Me grew Limited
Design Criteria
au omp x1( ne
mm f smoke am
au ras on te cmMem0 N n
ye 10 1 OS ,
ARC M,TPI
1 HLO1 GNA20 3.0%
1 WE01 GNA20 2.0%
2 CR11 GNA20 2.0%
3 CR11 GNA20 2.0%
DESIGN SPECS. FOR LIGH: PETAL PLATE
CONNECTED WOOD TRUSSES,
REFER TO GANG -NAIL TECHNICAL BULLETIN
5 164 FOR FRAMING PRODUCTS APPLICATION
LUMBERLO% •KSTC" RECOMMENDED FOR LATERAL
RESTRAINT OF NON-BEARING PARTITION WALLS
LUMBERLOK "KH2.5" RECOMMENDED FOR
CONNECTION OF TRUSS TO BEARING WALLS
GROSS
REACT
205
135
HEEL -L- 4/16
BRG
IN -S%
3- 8
3- 8
N LEN X (MEMBER)
4.7
7.0 1.25 5.50( 3- S)
2.3
2.3
HEEL
WEDGE
2X 4
MEl3R FORCE
FR-TO (LEIS)
1- 2
2- 3
3- 1
CJ3A
C H O R D S MAXIMUM
HOR DISP SLOPE /12 LOAD UNBRAC.
FT -IN -SX DEPTH IN (PLF) LENGTH
0 3- 0- 0
85C 0- 0- 0
0 3 -0 -0
7.1,1885 MAX. PURLIN SPACE- 0.0 FT. MAX. UNBRACED BOT.CH. LEN.- 10.0 FT.
•'• PLYWOOD SHEATHING REQUIRED ON TOP CHORD '•`
NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS
ARE REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD
BF. NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2 -10D COMMON WIRE
NAILS. PROVISIONS MUST BE MADE AT ENDS ON SPECIFIED INTERVALS
TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS.
I - 0 - 2 4 0
3- 0- 0
5.000 70.0 0.0
- 15.000 D 70.0 6.0
0.000 20.0 10.0
GANG NAIL DESIGN BY FLA.TRUSS 5061 SW 36 ST. FT.LAUD. FL 33314
FL*
CONC LOAD CHORDS
JT LBS
70 2- 3
3- 1
SIZE LUMBER DESCRIPTION DE5IGN CRITERIA
2% 4
2X 4
2% 4
IMPORTANT: READ ALL NOTES ON THIS DRAWING!
N0.2 KD15 SO. PINE
N0.3 KD15 50. PINE
N0.2 )(015 SO. PINE
TOP CH. LL- 20 PSF
DL- 15 PSF
BIT CH. LL. 0 PSF
DL- 10 PSF
TOTAL LOAD- 45 PSF
SPACING- 24 IN. C/C
INPUT DEFL. L/240
INCREASES(PE.0 CENT)
LUMBER- 10 NAIL- 10
TCH LS- 15 BCH LS- 15
NAIL VALUES(PSI) NET
CHORDS
MAX MIN
GNA20 227 227
LEFT CANTILEVER - 0- 8- 0
LEFT OVERHANG - 1- 0- 0
1 2
X
CtNTRACTOR F.E. BUILDERS
8'
7 F3 -190
JT TYPE N
1 HLO1
1 NEO'
2 CR11
3 CR11
GNA20 3.0%
GNA20 2.0%
GNA20 2.0%
GNA20 2.02
LEN Y X (MEMBER/
4.7
7.8 1.75 10.25( 3- 11
2.3 .
2.3
DESIGN SPECS. FOR LIGHT METAL PLATE
CONNECTED WOOD TRUSSES. TPI,1985
REFER TO GANG -NAIL TECHNICAL BULLETIN
f 164 FOR FRAMING PRODUCTS APPLICATION
LUMBERLOK •KSTC' RECOMMENDED FOR LATERAL
RESTRAINT OF NON - BEARING PARTITION WALLS
LUMBERLOK ^882.5• RECOMMENDED FOR
CONNECTION OF TRUSS TO BEARING WALLS
GROSS 800
JT REACT IN -SO
1 205 3-8
3 135 3- 8
HEEL -L. 4/16
HEEL
WEDGE
2% 6
Handling A Erection
0830,033 Iur0 . 0 01 00,70,0,3 0100 re m Oam10,.
Semesters ans ommsnant rang b remr9 OOmWet
0000 and tot eser9 0008 Wow 901 m Compel are
i1ae3c 07 ere. N0 Imes re 0 08 •7010 1 re
correocont un8 lee 11 =Cm are 8swrref we 0011139.
AI no ere 011911000* pellr ran Senn Seas as tce10 Its
re Comore,
Cara must ...ruses u treat competent a Drew
ooe'.ly n r W c . Y r Y0. 9 smarty v se ime al
see eergl astonme ew.sam.
ro � canoWai S r n s7md. tea ne^73e3 ca coned sic a6W9
no Oons.ry rY M IIDnmeT, lamer,. 9somr0 ane
lnlaeamn of=moments
801 38 FORCE
_R -TO (LBS)
:- 2 0
3 852
G
`AX. PURLIN SPACE- 0.0 FT. . MAR. UNBRACRD BOTCH. LEN.- 10.0 FT.
'• 91,701000 SHEATHING REQUIRED ON TOP CHORC ^•
NOTE: LATERAL BRACES AND PURLINS INDICATED FOR TRUSS MEMBERS
09..0 REQUIRED TO REDUCE BUCKLING LENGTH OF MEMBER, AND SHOULD
BE NAILED TC TRUSS MEMBERS WITH MINIMUM OF 2 -10D COMMON WIRE.
'_LS. PROVISION5 MUST BE MADE AT ENDS OR SPECIFIED INTERVALS
TO RESTRAIN CR ANCHOR LATERAL BRACING. BY OTHERS.
1- 0- 0 0 0 1 2- 0- 0
3- 0- 0
CJ3B
C H O R D S MAXIMUM.
HOR DISP SLOPE /12 LOAD UNBRAC.
FT -IN -SX DEPTH IN (PLF) LENGTH
3- 0- 0 5.000 70.0 0.0
0- 0- 0 - 15.000 D 70.0 6.0
3- 0- 0 0.000 20.0 :0.0
Miscellaneous Information
TN, eau ante arc my nrmamn tenon e 000 aeorly 01 GlnoNail
Sn*n. tric. VC 0 WI o 30000132 inwn8e of n part o r 100 m
Tviaee 080a.sa mo
n 0t Oe ms 0.10930 Owen r n. any Cavr van
01 0 , 0 0 00 02 1 11 03 3 0 030000 nbrmalon to once
The use al na Ccmeor.nl awl m 00e0001 q re *009110 01 0
mown 0 0 0
ae en1on
Oe9 81 recessay W 00
COW c11an., apC 000 31-0 1,m sua r
n0 os from
r
*e 011100alti 1 3 0000
00019rvs cc 0ren'
If ne {- *sec save coo n meet tome 131.000c to131.000c p Coca
ao-e010101 DO NOT USE SIGN. a
9
sent. are 074 .N
0. Ca791 5030113. 170. a
0090 0 e: rw s 0 119100 0
1U51 um o of no 1 re 0830 0' CAP
a0-00000 O Oy m083 Woo mwl crow,
IMPORTANT
GANG NAIL DESIGN BY FLA.TRUSS 5061 SW 36 ST. FT.LAUD. FL 33314
FL*
Bracing Information
All laurel ra0� 1100303 a 9r
Wimp 1110018 0 100ee5 and
Tue. routs.
wi rewired
rr00. 9
00013 nrnoen se 1133umee 033
la[ras L @ mrrree 07 mnrmp.
O %Went of lateral racing lW
11001038 beano 1' re 00001
3.ructurs 0 1 Cc Or0010,0 C re
mega• 01 h *O01010 Ora
CONC LOAD CHORDS SIZE LUMBER DESCRIPTION DESIGN CRITERIA
JT LBS
1- 2
70 2- 3
3-
Connector Hardware
Connect" Wt00 re MVO 1W00110 in
Wcoearel wn TPI.
Pee, mint ea 030190 vn 01 once
of Me elm3r *II ISOM lily emcees.. 9019*
Plates must OO at M sire, .
emel ere
3waeqq 3781801.
Rem. e M 10071 pit moil
Wee: 10 33 0 Wet r7033 elm
009 ecatva. POL pa= 9 r'AnC81, 30001 pests 1817333 Ono
0e30100373 ae Stow:
READ ALL NOTES ON THIS DRAWING!
22 4 N0.2 2015 SO. PINE TOP CH. LL- 20 PSF
2% 4 80.3 K0115 SO. PINE Di- 15 PSF
2X 4 N0.2 KD15 SO. PINE BOT CH. LL- 0 PSF
DL- 10 PSF
TOTAL LOAD- 45 PSF
Lumber
tumor matter' • gram
rorli Wm On 00070030
0 80 On Wtl3 !1
330• to 1 5 1 ma sods.
ar
0900 e 3311 0 0 Saw
Mon re owe madteC
Design Criteria
Ire arson sr
tae 00001
1 ne
00 l
91310008' =Mom, e 1
Pe late en I NOS.
ARC re TR
SPACING- 24 IN. C/C
INPUT DEFL. L/240
INCREASES(PER CENT)
LUMBER- 10 NAIL- 10
128 LS- 15 BCH LS= 15
NAIL VAL'JES(PSI) NET
CHORDS
MAX MIN
GNA20 227 227
LEFT CANTILEVER - 1 - 0 - 0
LEFT OVERHANG - 1- 0- 0
II11�
0 1 2